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HomeMy WebLinkAbout38235 Fallstone WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foot! Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ►NSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KMlall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel. Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent'through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone We or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR: Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf We or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M I. r r r..r��.r.r�i ..r.r.rr.r..r�.r�.rr. ��.r�r•� ��.r.r.r.r-- r ■ 0 1 1 ■' 1 ■ 1 ■ 1 ■1 ■■■ ❑ �_� 110MEN UNIT A UNIT B 4 ■■ ■ ■00 ■i■■ ■■■0 ■■ 1■■■•:1 ■ 1 ■1 ■ 1II 1 ■ ■■■ ��■■■ ■ 0 ■0 lMEN ON ■ 1 lmi 11 1 IMIMIMIM7 imimimimi IN liimi UNIT C UNIT C UNIT C 8 - UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" UNIT C UNIT B 8-UNIT TH (1532-1516-1624) UNIT A 11 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN - 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS T SN STRUCTURAL NOTES SN1 DETAILS S3M — MONO DETAILS -S4 DETAILS -------- ---------------- S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL E SHUTTER PRODUCT APPROVAL IMEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed t Professionals clear information. Every attempt has been made to v� © 1 prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to l the commencement of any work. The Designer/Engineer are not G T responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the (� G information found in these documents. Any questions regarding the information found in these plans should be directed to our / Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without ' advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ) 6 CL LL t (6 L C7, Ci- to c6 _ '? GL W NS'L �S 3" 0 `rFV [ tl M1 .-rS..- < t' D 6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NN W vE CO ,a N o CS, Y N r Y M0 Y/ r � V J NMC 2S j LL Q C J Z LL W a fi �LLu_ 5LU Z 01 n _ CIO0 0 W O Co N Y w W t �; L-m ZO Z d J LL aN Z N OU U W (] ❑ z N o �Z N z o � M (D Q) C7 0 _N w � U OLUg N^ ry N t I c� W J $ I zlf•.. S L U o Q -p N I� o w ram,, M 2Z .o i ¢Z c6 E Q O wo o0 ,� QN Z ❑0 U ¢ 0 ZL - E C? nF i ao �O O¢ z N r� W r6 C - zz 30 Y U y mo Z 'z ZO N co J 0 � e � m N i oa ZZ �o CJ �� C7 w¢ �0 zl¢ 3 c � T rn 0 r � GD M ll� CD T co `u O C'V 117101 O r 0 O �. C in O 60 E coT CN _ co N :3 O U ) CN 1 0 O Q Q LO E T c O O Z f0 Z 7 tM E O C a U J Q G J JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. m NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE i BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATE FILLED CELL LEGEND N CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN.- WHERE SHOWN ON FOUNDATION PLAN Cn w ¢� CONTROL JOINT DETAIL SCALE: 1 1/2"=V-9' 15 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP, U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W,W.F. d JA 4) a d d < d 4" 1 2'-0" 1 4" CMU BEARING WALL FOOTING PI SECTION A -A 0 SCALE: 3/4"= V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G 120 FILLED w/ CONCRETE A ELECTRIC (FM24 BOLLARD DETAIL 1\"j SCALE: 3/4" = 1'-0" (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN >- rr 0 LL �C 0LL N SYMETRICAL 18'4" 18'-0" 18'-0" 18--0" 13'-4" T-8" 0 T-8" 13'-4" '-O"0. 40 3'-8" 13'-4" '-0" '-0" 13'4" T-8" VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD T.0" x T-0" x 1'-0" L PAD PAD L PAD 3' " x S -0" 1'-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)�$E. . 4wl 2'-0" x 2' 0" x 1' 0" HOSE HOSE 2' 0" x 2' 0" x 1' 0" 2'-0" x 2'-0" x 1'-0" HOSE 2'-0" x 2'-0" x 1' 0" 2'-0" x 2'-0" x 1'.0" HOSE (3) #5 E.W. wl (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E,W. wl (3) #5 E.W. CONDENSATE S r -CONDENSATE �— CONDENSATE CONDENSATE S LINE 1 -4" ELEV: FIN. 1 I I LINE 4 ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I ( -4" ELEV. FIN. LINE q CO A S3 CONC. SLAB 2 I 1 O W I o CONIC. SLAB 2 1 W ( o - CONC. SLAB 2 1 Uj I CONC. SLAB o 1'-4 6'-8" T-10" 3'-10" 2'-8" " -8" T-10" T-10" 6'-8" -8" T-10" T-10" 6'-8" Orr -0" 6'-8" T-10' T-10" 2'-8' / / / 4 -4" -4" 4" lk d PROVIDE 1Yz" RECESS FOR — , r SLIDING GLASS DOOR. REFER t- TO MASON'S SCOPE FOR WIDTH PROVIDE L t- I _ F- — -i- — — PROVIDE 1Y2" RECESS FOR _ — S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I — — r r I I I —� — — — PROVIDE 1Y'=RECESS FOR — SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH — PROVIDE 1y" RECESS FOR � � SLIDING GLASS DOOR. REFER T — MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I ICE MAKE D1 L 00 I I CE MAKER 1 I - E MA ER I I ICE MAKER - co ® I M D1 I I 1 D1 - � I M cfl I I 1 D1 1 M 1 I I M I D1 I I I io 1 s3 47771 LJ411- s3 1 I s3 I I � ( IF\11 rn I I r I I) � I I T I I r� t I 1I r 3Y" MIN. 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY. 3Y"MIN. i(1` 11 TJ (I � I r I I 1 T IV jl / 1 I �l 11 1 1 J L IL. 2500VISQUEEEN L _J� Lj C APOR BARRIER J DBL. SINK w/ C;J, _ _ -DISPOSAL 00 I 1 DBL. SINK W/ DISPOSAIr _ _ _ C,J, 1 I DBL. SINK i DISPOSA _ _ _ ( I L. SINKw/ SPOSAL I I I _ Fb S6 - - =---i I - - r� fir= �_� - - - -I— - — �r fir= — _�— - - - - I- - - .� - - - rr - -,-, _ -1 4 _� - 1 IIII III I ) ill I I 1 1111 b in TYP. @ 2-STORY U.N.O. 1 �> I I I— J r� III I I 1 ILl_ I I <� III I JL JJ L I I I ILI I I �� III JL- J8 I I I " I I I I I I� ', III _1q I I _IIL� -1 -- _ --J ---� L--- L—== =J 1 E: —� I ----�IV I �— — —� I c— — _� 1 12'-5" T-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 01 ® 1 I PW01 I I PW01 I I W01 I W01 M I I 1 zo I � 1 I 1 I ED 1 I Arm 14'-6' �I I 3'-101" 13'-10" I 4'-2' I I I T-10" I 14'-2" I i l 14'-2" 1 3'-1011 1 00 1 I I r -, 1 I I- -, 1 I ,- -► I 1 co M I o 1 1 I I I 1 1 I I I I I� ' ' I ' i ( I 9 OL 0'-0" ELE '- ( I 1 1 I (T 0'- " ELEV. I 1 I T 0'-0" ELEV. I 0'-0" ELEV. I I 1 ® 1 FIN CON . SLAB I I 1 FI CONC. SLAB I 1 FIN CONC. SLAB I I FIN CONC. SLAB 1 1 I c.J. I I -I --I-- - --a— { _�__�_ I c.J. c.J. I - - }-- L 11 I I L I I I M I GG 1 I GG I I G I I G 1 S3 ( ® I @FOUNDATION I 1 I I 1 I I FOUNDATION @ I I 1 I I I @� OUNDATION I I FOUNDATION @ I 1 1 I I I P I 0 1 '-4° I I r1 rr I 2r Orr 2 0 I 16'-0 ,I rr I 2 0 I 16'-0" r r, 16 -0 I I r1 rr 2 0 I I ( I I to ) i t j L L 1 I I�-,� I 160 I00 I II 1 1,I,I I 1 � N I I I I I I I IT I I I I I IT I I I I I T I r (lk ELEV. APPROX. 1-1/2" 1 (BELOW F.F. I I I �� i�` I 1 11 I^ 1 l� \��l� `� I 1 I I I� �� I \ JV,�I I I I I I 1 I I 11 I I 1 �/ \1 I ■ ELEV. CAN BE NO MORE — — I I %�� — — — \ ��,J — — - — _ —I ��� %� THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI- I j FIELDVERIFY K N I t I( !I N W.H. W.H./ I I 7y N K K K ( W.H ,fin k PROVIDE1/2"RECESS 83 t_ _ y� _ I y�pp S3 PROVIDE 1/2"RECESS FOR ? -- _ S3 I ( PROVIDE 1/2" RECESS FOR - S3 T LFRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH `* 1 Z-1 " 2 1 Oa" iD I �r FRONT DOOR. REFER TO 2r Oj r PROVIDE 112"RECESS FOR I LFRONT DOOR. REFER TO FRONT DOOR. REFER TO � �� 1 2'-1 " 1 FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ED® 11 I 10 - I ®® � -0" 4'-O,r 1_Or, Orr I ( ( , I O" ,Orr Orr 8rr I ELEV, APPROX. I I ( I 1 I 1 1 I ( I 11-112" BELOW F.F. ( o I I I I 00 - o i { ELEV. CAN BE NO - /,I, I o "' ELEV. APPROX. 1 I I �' I o co `n -4" ELEV. FIN. CONC. SLAB , LD ( I I I w01 -4" ELEV. FIN.I MORE THAN 1-1/2° CONC. SLAB BELOW TOP OF I 4" ELEV. FIN! 1-112" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO ( I -4" ELEV. FIN. 1 W01 ® CONIC. SLAB W01 1 — — — ■ ( C.J. D1 I I THRESHOLD. C.J. ■ - I VERIFY C.J. _ �, BEOLOWTOPOF12 EGRESS DOOR 1 I D1 I ELEV. APPROX. I ' C.J.OS D1 — _ ■ - _ _ I _ ( 9 THRESHOLD, FIELD , 1 1 _ 1-1/2" BELOW F.F. I _ 1'-4' 5'-8" 1 I I N I I { VERIFY Ln �I N I i I ELEV. CAN BE NO I T-0" x T-0" x V-0" _ T N �, ( I 1 1 I MORE THAN 1-112" I � I I I w/ (4) #5 E.W. N L o. ( 1 q ( 1 I I o i\ 0 1 i I BELOW TOP OF I I I I o S3 S3 [0 [ T 1 ® I EGRESS DOOR ® LO 55 ( I I 55 I I I 55 I I , 1 THRESHOLD. FIELD I 55 I i 1 D1 I I D1 1 I D1 VERIFY D1 ( 1 �. ■ I , I I , � I , I � �.I I � I I � o 10 � 1 1 u' I I I I 1 1 1 1 1 I I 1 O a 1 "SEE 8-3 FOR S3 T I S3 i T 1 S3 1 ■ ■ I "SEE S-3 FOR RECESS OPT." � L _ _I ----—__RECESS L LL I OPT.' y— CNI + c�■NHOSE II➢ ® HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIBW/IN FILLED CELL WIIN FILLED CELL BIB W/IN FILLED CELL BIBB BIBBWIIN FILLED CELL- -Z V-8" 8'-0" 1'-8" 1'-6" 8'-0" 2'-0" 8'-0" V-8" V-8" 8'-Orr 1 r_8" 1 1,4rr 1,1'4" 6 4" 11'-81r 6r_8" 6_8" 11'4" 01 it 7141 22'-8rr 18--0" 4101 24'-8" 10 72'-4" —INDICATES FILLED CELL Wl3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: A"=V-0" r , O W ga���;�Ngalsu� R'P� . 0;10 a+cWO�` .6i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W v E O 0 co 0 Q U O W Cr c0 N O M N to to � r V xc ai M V z ik LL Q JELL SZ Lu W 11 N S 0 � a z 0 o U5�pjO' m w CLW @ N O U Q LLZ W N F V N � Z o W 0� V M t�) N M J M (nv) z () (D LL CJi 0 LU Ln U" J r _ E 8 I t N O M M 2 o i w z q LL Q E 01 ? z" on o X 0` a <� Q 0 $� a Wz CV <0 o Y m� 0 N Q _0 F 1� o <4 ;0 CD co uj =1¢ Otl .s r r d Cn c6 co co 1� r 1 o C M o 80 E M CS7 N U') I— C:)N C6 E LO T' o E N z � iri E C) z m m a E ' 'ay ' U Q p JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 2 _. m,a . _ •. ,. . ,,. x ..I I ?' - _. _ I i � q'f` _- _ l' 3� w � � 1° r :� � , iipl� , �� OWNER'S BATHROOM SCALE: 3/8" =V-0" o ,ii0 N C,., MIRROR 0 � HP I d-E = O Li BATHROOM 2 SCALE: 3/8" = l'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd DECKING FLOOR ONLY) F. FL. WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 18 J X 37 1 S.H. 14 20X501 18JX50 S.H. 15 20X63 184X624 S.H. 16 20X72 18 X71 S.H. 1H2 27 1/4 X 26 26 X 2517 S.H. lH3 271/4X381 26x374 S.H. 1 H4 27 � X 50 � 26 x 50 S.H. 11­15 27}X63 26X621/2 S.H. 1H6 27X72 26X711/2 S.H. 22 37JgX26 36JX251/2 S.H. 23 37 4 X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 . X 50 S.H. 25 37 Jq X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34 NOR MORE THAN 38" ABV. TREAD METAL HANDRAIL BRACKET BLOCKING AS REQUIRED �\ 0 -------- ----------I -- F. FL. co 18 � 17 - '- 16 15 14 ��7 13 �� w 12 Z G 11 CONT. 10 HAND RAIL w 9 U d 8 q o� 7 6 w = 5 g 2x STRINGERS 4 00 3 - 2 F.FL. HANDRAIL DETAIL , 14' 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP.STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS OH 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wail Cali Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkiine. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: landings n rs of stairways hall have a radius of curvature at the nosing not greater than Nosings at treads, and floors st ys s g 9/16 inch or a bevel not exceeding 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to'a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 10 v 18'-4" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB MOM • . • • • . r. iiiIiiii MEN :no == O v CV (n in LO DINING 9'-4" FLAT CLG. m TILE rn 55 TYP. U.N 7 Cn co �) Z0 LI C _ -SH JF 68 REF k24 T-2" 6'-7" o O � 1 '3 Z �'� KITCHEN N 9'-4" FLAT CLG. TILE SINK w/ D/VU DISPOSAL 0O r---J L---J 2x8 WALL 6'-0" T-8" O 16" CNTR. AT 42" ;r, A.F.F. 1/2 WALL I` CAPPED 1 - I UP 2 N 3 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 7 13'-8" - 0 GG ^ 9 io S3 10 11 2'-8" 4'-4" *NO UPLIFT Q S4 I �'Ai U) FOYER 9'-4" FLAT CLG. TILE EDGE OF SLAB 2" T.O.M. BEYOND WALL N kW.H. 9'-4" 7,_0" 3068 _[MMJ 2'-0' 4'- -O" Of 4 ENT Y10 9'-4" PLG. A.F.F. CONCRETE Ohio] r~ aI . 600 16" SQUARE- CMU COLUMN CIO 0 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAG E 9'-4" F T CLG. CONCRETE r---------- I 1 ------t I 1 1 I LINE OF 2nd STRY. ABV. -i- - - -j- I **NOTE * I ELK. WALLS RE 8'-8" 1 TALL FOR "A" NIT 5'-8" I FROM FRO T OF GARAGE 1 K 1 TYP. @ I i S4 GARAG 8'XT GARAGE OOR V-8" 8'-0" 1'-8" T-0" 11'-4" 70, 8'-8" 18'-8" 18'-4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=T-0" -4" 6-8" D1 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 ( >9'-0" 2x6 SYP #2 16" O.C. FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) * WHEN THE TOP OF WALL IS GREATER THAN 9'-011, THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE- ST D WILL B ' LE T " U S E DOU @ 12" O.C.* THIS IS ONLY USED W FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN 0 M M B SUDS @ 16 O.C. OR SINGLE STUDS 18 4 ITH PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" T-0" 011 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS** 1'-4" 1'-8" 3'-10" 5'-0" 3'-10.1 2'-8" op I O MOD 25 SH MOD 25 SH ( 39" x 59") (39" x 59" ) EGRESSI EGRESS o - 50 '_ - OWNER'S 55 _- BEDROOM D1 8'-0" FLAT CLG. TYP. U.N.O. CARPET o N o0 17'-8" Co ip - 6,_4„ 4'4' LO 7-0" - I M.C. - - - - - R&S O. BATH I 22"x36"----------, o �p� I - ATTIC 8'-0" FLA CLG. CARP T ACCESS /IV V IC I - o��o ^ 00 �\ 8/ r(" FLAT CLG _ �y N I <t\l �CARPET `VJ I D 1 - _ _ _ I TYP. - - - ------I R&S N O 2868 5 X 00 4TO 00 - Ir 7 8 " AHU 9 _ r co - �� I 10 CD -- " 0 R/An4'-4" 3-_4"(138,.LOFT I' 130 c9 8'-0" FLAT CLG. I I 14 rlr, C CARPET 1 15 0 N I I 16 I I 17 10 _ I I UP 18 ;T A.F.F. u 1/2 WALL - I� CAPPED - r N O 5'-4 1-10 9'-6" 9'-6" CV 112 1 V-0" - ira T- 266$ N _- O BATHrp 8'4' FLAT CLG I CARP T _ M.C. ,? o jw WIC - ( 8'-0" FLAT CLG. �y I CARPET 2668 d' -- - CD I N O in co --___ - - - M BEDROOM 2 R&S 8'-0" FLAT CLG. _ CARPET G.T. - - G.T. eo 0 in - © in - MOD 25 SH (39"x59") EGRESS T-8" T-10" 10 7 4'-0" 7�_4"00 o 00 T-0" SO � 18'_4" - - - - - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 ( +29.7 / -39.7 0 +28.3 / -30.8 0 +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 0 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shalt be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. f� 0-� 0- a 4 - P� �_� ems... g2 ✓ '.� ' 1 ,tom f1.(0) c O O OUJ s,s !- �' �' " f 4°ryf *� rc - ,� t �3d Wp qq ��'iil�IcaC�� q3�'�,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E .4 o M0 N m o v N _ 0 cc 00N N CD �i C C 1 Z 5 LL W I ty L_ 5 a- - O Ow Y m c01rn N p U) m Zcc 0 N "Z Q K N 00 U O W ❑ C7 N 0 < W N z o � <C v UN M V) a Q) o a--+ �V W ,O v �, o I " Ct 7- N C.1 1 lx, V O • a W Y (V Ql 2 w w M ¢ z M p < Z. >N Q E �o ¢n ® wLL Z® z 0 �� o20 0 a� az Wz N .0 r� L <= mo Cn Z 0 aw U.) a� �zQ m 8 Q ,z 2 w �011 oa 3� 0w �� Q Y K� 0 �� a0 � r > d- _ 2 a� rn W M GD LA "T_ O T� � 1 C m o 00 E co _ C4 N LO 0 Q LO 00 A lf) r o ca o N Z Z E Q m m E rN 103 JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. 3 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) * WHEN THE TOP OF WALL IS GREATER THAN 9'-011, THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE- ST D WILL B ' LE T " U S E DOU @ 12" O.C.* THIS IS ONLY USED W FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN 0 M M B SUDS @ 16 O.C. OR SINGLE STUDS 18 4 ITH PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" T-0" 011 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS** 1'-4" 1'-8" 3'-10" 5'-0" 3'-10.1 2'-8" op I O MOD 25 SH MOD 25 SH ( 39" x 59") (39" x 59" ) EGRESSI EGRESS o - 50 '_ - OWNER'S 55 _- BEDROOM D1 8'-0" FLAT CLG. TYP. U.N.O. CARPET o N o0 17'-8" Co ip - 6,_4„ 4'4' LO 7-0" - I M.C. - - - - - R&S O. BATH I 22"x36"----------, o �p� I - ATTIC 8'-0" FLA CLG. CARP T ACCESS /IV V IC I - o��o ^ 00 �\ 8/ r(" FLAT CLG _ �y N I <t\l �CARPET `VJ I D 1 - _ _ _ I TYP. - - - ------I R&S N O 2868 5 X 00 4TO 00 - Ir 7 8 " AHU 9 _ r co - �� I 10 CD -- " 0 R/An4'-4" 3-_4"(138,.LOFT I' 130 c9 8'-0" FLAT CLG. I I 14 rlr, C CARPET 1 15 0 N I I 16 I I 17 10 _ I I UP 18 ;T A.F.F. u 1/2 WALL - I� CAPPED - r N O 5'-4 1-10 9'-6" 9'-6" CV 112 1 V-0" - ira T- 266$ N _- O BATHrp 8'4' FLAT CLG I CARP T _ M.C. ,? o jw WIC - ( 8'-0" FLAT CLG. �y I CARPET 2668 d' -- - CD I N O in co --___ - - - M BEDROOM 2 R&S 8'-0" FLAT CLG. _ CARPET G.T. - - G.T. eo 0 in - © in - MOD 25 SH (39"x59") EGRESS T-8" T-10" 10 7 4'-0" 7�_4"00 o 00 T-0" SO � 18'_4" - - - - - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 ( +29.7 / -39.7 0 +28.3 / -30.8 0 +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 0 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shalt be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. f� 0-� 0- a 4 - P� �_� ems... g2 ✓ '.� ' 1 ,tom f1.(0) c O O OUJ s,s !- �' �' " f 4°ryf *� rc - ,� t �3d Wp qq ��'iil�IcaC�� q3�'�,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E .4 o M0 N m o v N _ 0 cc 00N N CD �i C C 1 Z 5 LL W I ty L_ 5 a- - O Ow Y m c01rn N p U) m Zcc 0 N "Z Q K N 00 U O W ❑ C7 N 0 < W N z o � <C v UN M V) a Q) o a--+ �V W ,O v �, o I " Ct 7- N C.1 1 lx, V O • a W Y (V Ql 2 w w M ¢ z M p < Z. >N Q E �o ¢n ® wLL Z® z 0 �� o20 0 a� az Wz N .0 r� L <= mo Cn Z 0 aw U.) a� �zQ m 8 Q ,z 2 w �011 oa 3� 0w �� Q Y K� 0 �� a0 � r > d- _ 2 a� rn W M GD LA "T_ O T� � 1 C m o 00 E co _ C4 N LO 0 Q LO 00 A lf) r o ca o N Z Z E Q m m E rN 103 JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. 3 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 ( +29.7 / -39.7 0 +28.3 / -30.8 0 +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 0 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shalt be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. f� 0-� 0- a 4 - P� �_� ems... g2 ✓ '.� ' 1 ,tom f1.(0) c O O OUJ s,s !- �' �' " f 4°ryf *� rc - ,� t �3d Wp qq ��'iil�IcaC�� q3�'�,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E .4 o M0 N m o v N _ 0 cc 00N N CD �i C C 1 Z 5 LL W I ty L_ 5 a- - O Ow Y m c01rn N p U) m Zcc 0 N "Z Q K N 00 U O W ❑ C7 N 0 < W N z o � <C v UN M V) a Q) o a--+ �V W ,O v �, o I " Ct 7- N C.1 1 lx, V O • a W Y (V Ql 2 w w M ¢ z M p < Z. >N Q E �o ¢n ® wLL Z® z 0 �� o20 0 a� az Wz N .0 r� L <= mo Cn Z 0 aw U.) a� �zQ m 8 Q ,z 2 w �011 oa 3� 0w �� Q Y K� 0 �� a0 � r > d- _ 2 a� rn W M GD LA "T_ O T� � 1 C m o 00 E co _ C4 N LO 0 Q LO 00 A lf) r o ca o N Z Z E Q m m E rN 103 JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. 3 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shalt be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. f� 0-� 0- a 4 - P� �_� ems... g2 ✓ '.� ' 1 ,tom f1.(0) c O O OUJ s,s !- �' �' " f 4°ryf *� rc - ,� t �3d Wp qq ��'iil�IcaC�� q3�'�,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E .4 o M0 N m o v N _ 0 cc 00N N CD �i C C 1 Z 5 LL W I ty L_ 5 a- - O Ow Y m c01rn N p U) m Zcc 0 N "Z Q K N 00 U O W ❑ C7 N 0 < W N z o � <C v UN M V) a Q) o a--+ �V W ,O v �, o I " Ct 7- N C.1 1 lx, V O • a W Y (V Ql 2 w w M ¢ z M p < Z. >N Q E �o ¢n ® wLL Z® z 0 �� o20 0 a� az Wz N .0 r� L <= mo Cn Z 0 aw U.) a� �zQ m 8 Q ,z 2 w �011 oa 3� 0w �� Q Y K� 0 �� a0 � r > d- _ 2 a� rn W M GD LA "T_ O T� � 1 C m o 00 E co _ C4 N LO 0 Q LO 00 A lf) r o ca o N Z Z E Q m m E rN 103 JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. 3 OWNER'S BATHROOM SCALE: 3/8" =1'4' MIRROR \\ TOWEL BAR 0 0 W AL- p ih o 11,11- I I - 11 1 II I i I 1 b (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. P� BATHROOM 2 SCALE: 3/8" = V-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20X50J 18JX50 S.H. 15 20X63 18'X624 S.H. 16 20X72 18X71 S.H. 1H2 271/4X26 26X25J S.H. 1H3 271/4X38i 26x37� S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.N. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37JgX50J 36zX50 S.H. 25 37 J X 63 36 JX 62 1/2 S.H. 26 371 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 7' X 25 S.H. 33 54 X 38 J 52 } X 37 i S.H. 34 54 X 50 � 52 � X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 521 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE 10'-8 3/4" CASING (AT 2nd TOTAL RUN = 14'-2" FLOOR ONLY) i� r 3/4" PLYWOOD DECKING i i i i i i i --�--------- ------ 18 i 17 16 i i 15 i� 14 i� 13 CONT. 12 HAND RAIL 11 2x STRINGERS F. FL. U1 2x4 #2 SYP. P.T. THRUST 14'-2" , BLOCK W/(2)-1/4"x 3 1/2"In TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 2 - 1 3/4" X 9 1/4" () LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. v DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED _� HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the for riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" 3'-8" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 9'-4" CLG. A.F.F. CONCRETE 10'-8" 6-0" 1' 3'-10" T-10" 6-8" 1 Cenco en_n 5-SH �"--- ----- N I REF I 2468 BF O 1 io I 6'-7" 3'-2" 7'-11" O O - N C Z KITCHEN DINING Q o I 9'-4" FLAT CLG. 9'-4" FLAT CLG. TILE I TILE OPI SINK w/ C° I DISPOSAL D/W L - - - O � O I 1 �I I L---1 14 FLRG. LINE _ 2x8 WALL _______= 3'-8" 6'-0" 8'-0" r 10 o11 ;n 16" CNTR. AT 42" 1/2 WALL A.F.F. &D CAPPED 1 i UPE I 00 . !IV GG S3 �i►i 1 �i►i BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR IGARAG E 9'-4" FLAT CLG. r- - - - - - - I I --------- I I I LINE I OF 2nd STRY. ABV. i I - - -1 I NOTE** I BLK. WALLS ARE 8'4' 1 TALL FOR "A" UNIT 5'-8" FROM FRONT OF GARAGE K I @ ---- 1 OTYP. H ARAGE S4 I 8'04ARAGE DOOR 1 V-4" ►ar 1' FOYE R 9'4" FLAT CLG. I TILE P 9'4 " 10 T.O.M. 7'-0" 3068 O •Oi' '-0" I 1 tb in O LO HB ENTRY 9'4' CLG. A.F.F CONCRETE 7' q� o 00 � 60o ,p 18'-4n 1 Fl 1ST FLOOR PLAN - UNIT-B 1516 SCALE: Yd'=1 %0" 1 dflt^. RFV 1n 1 9n r'AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ 1 @ 12" O.C.* THIS IS ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE THE 4%0" END OR FOR ZONE, THE 6" O.C. OR SINGLE STUDS 3'-0" 12'-0" 3'-4"01 STUCCO EXTERIOR 10 RE 1 OR EQUIVALENT. 2'-8" 3'-10" 6-0" 3'-10" L& T-0" 01 1 O ATTACHMENTS- { MOD 25 SH MOD 25 SH ( 39" x 59") (39" x 59" ) I, I EGRESS EGRESS OWNER'S BEDROOM 8'-0" FLAT CLG. M� CARPET Cv OP 17-8" 4'-4" 6'4" R&S M.C. PW01 ---------- 22"x36" 0, ATH G I WI ATTIC 8'-0" F ACCESS LAT CLG. TYP. {\ FLAT C� / 1 00 CV G 00 RPET ('-0" ^ 00 �I CARPETI \ 1 N N \/ a>0 L _V_ J I 1----------- R&S 5 2868 O \ PW01 6 D 1 000 0 7X `r 7' TYP. iD iA v 8 Oo 9 AH N 36" 10 S OWER PA v r i 11 I I R/A to I I 3'_4„ 4'-4" _1 a 13 I I w 14 eo i j a Q ^LO w I a0 15 16 `° o � LOFT ❑ 17 I 8'-0' FLAT CLG. 18 UP I 1 ARPE I u O 7' A. F. �. 1/2 WALL o CAPPED b� r CV 9'-6" AV- rl� Zo 266 TH G. O '-0" LAT CLG. C RPET M.C. WIC (\,rL6�� 8'-0" FLAT CLG. o� '� CARPET , 106 Fb BEDROOM 2 1 � ____ 8'-0" FLAT CLG. `2 ____ R&S CARPET - G.T.CS - Mla 7. _ O C° rr, _ in MOD 25 "SH ( 39" x 59" ) ) - 10 EGRESS 3'-10" 3'-10" 3'-8" 7'-4" 4'-0" o0ap t" ( 11 '4' T-0" 18'-4" 01 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 �D +28.3 / -37.0 0 +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET ( SEE SN SHEET IA() MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 'Cli a_ 11 -0 r r�r c ` w d C1 trf;` '< LN (`y c 0 L t U1 /0 0 i3 Li F_ a. Grp t ('l S>s � , t%r �� �z0FC��ypt0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W d' E Q co 8 0 U N C R ON C� (0 0 - �, Q cn�� N 0 N M v '� ZzSzs Q co U_ 5 LL W co U_t- � *, , W y 29 o O: N tp 0 W o' ��m w (N N Z M J IL ,Z1� N 3 Z o� U o W ❑ (D o 0 N z co13 � o � N u) z _ 0 (D0M W 5 0- O rum o to w to i- in ves � r- U 6 w mg•.. J ® U 'o ¢ N 0 • o sm o� C w co zo z z¢ Q E wo Z� V Uo 'N Ko U a� a OQ o 04 <= w o o Q w w L .=3 M C U = Y m o "o z '< W Z- aCi in m o� ZZ op z 50 N Q LL a �w it oLL Y r� = 0 X�O o V� w< 0a� �3 C i > d' N N 0 c-c" � L6 � M -r- r CID 0 -T- 0 0 00 E "0_ CN O LO � O T co M 00 LO r 6 �5 O irl Z (a Z = E Q y cc c c (L 1U ° Q p JOB NO: 22-05628-05621 SCALE: AS NOTED SHEET NO. 4 :t4 w.4 �w OWNER'S BATHROOM SCALE: 3/8" =1'4' MIRROR1 i t M \ TOWEL BAR �mm � I - - - 0 o B0 14+ - o 0 0 Or 10 -1--+(01+1444 U W- 7 BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 314" 42" KNEE WALL TOTAL RUN=14'-2" WITH 1x8 CAP & CASING (AT2nd FLOOR ONLY) 3/4" PLYWOOD DECKING F. FL. 18 -- \ -------------��-- � 17 16 � 15 14 13 F. FL. 29 11 10 9 8 7 6 5 2x STRINGERS 14'-2" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38J 18JX37J S.H. 14 20X50J 184X50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71J S.H. i H2 27 114 X 26 26 X 25 J S.H. 1H3 27 1/4 X 38,,a 26 x 37 1 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 2'X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 zJ X 62 2 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. HAND RAIL TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 OH6 (2) - 1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. IV DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3"FROM E .END•c.AND HANDRAIL DETAIL SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/ inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight, Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1 VERIFY AC PAD LOCATION OF A/C PAD 'H B 14nc RFV In 1-20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. ------------------------- OUTDOOR LIVING 4. 0 9'-4" CLG. A.F.F. o o CONCRETE Fo -0" 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" v O 6068 SGD �' ~ 00 `L 5-SH �' © bo CO - --- - REF 2468 BFto 8'-311 31_2" J G 61-711 o Oz DINING N KITCHEN Wd �O N 9'-4" FLAT CLG. V-4' FLAT CLG. z TILE TILE I OP I SINK w/ D/W DISPOSAL I tO r - - - I FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42"Ll ;- A.F.F. 1/2 WALL � m CAPPED 1 r II UP 2 bo N I 3 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 60 14'-0" 7 bo ifl co o 9 PW01 D1 10 GG 11 TYP. S3 12 2x6 WALL LO 7'-0" 2'-8" 4'-4" b - _ F- LO - - - 00 CO *NO UPLIFT* z - - cD PW01 FLRG. LINE Q 00! -�-���-p 00 D1 S4 N�OrVVR, TYP. ( �! oD FOYER N H� J TILE ° 1 9'-4 FLAT CLG. 2868 TILE 00 O 00 ao i-• - EDGE OF SLAB 2" 00 Zo CO 9'-4" `r BEYOND WALL N W.H. T.O.M. No v o T-4" O 2'-611 M 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION `* WHEN REQUIRED PER 2'-O" 4'-8" FBC o 9 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE OP 9'-4" CLG. A.F.F. o CONCRETE ro �? et N 0 r-----------------r 1 _ I I i I �, `� I I 0 I TYP. @ I in r I GARAGE i 1 I - 1 S4 I bo nnnM QI„7I1-AnAn_c 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4'"=V-0,1 r * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- F- ---------- -- 2ND FLOOR PLAN UNIT-C 1624 SCALE: Y41=1,_01, OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 ! -32.2 +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 E +26.6 / -29.1 (F +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot- Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ I��TTT-1TI BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" louau��o•o�euuu•I irn�rrquru�nuu���i ' • " • • i�i�i�i�i�i�i�e�i�i�i�i�Raltai�i TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. ,F CD .97- � c-14 L e CM). �C:�/ a K C2_a va O C) y^ gigR3 a c3 A?�9a5tl$dfb^�'r ® ^. @°. a <x r ea 6 ^� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engines s signature and seal. h W E a IO N 6 o V w 0 C C mN �0D N OV ik LL 0 Q C u- LL 'u uLL a d 0w 'ccr Z r °o o W > • o C', og9� WS W rn rn 0 In11LJ ILW IN OU Q U W ❑ Cl M V z 00 a WIY M N � ' r LL LF] t v U O6.Uo to � to C) Lu J E N 8 I o� oW� Q. N M o CD J co co i a Z 1.!_ a. E g Zo E (S5 g r0 00 0 °¢ N � ZO a z w Z L (� Ui ¢o o m� 10 0, AP,U y m Q W 1116 -" a ^ z �° O CL 8� a v <0 �LL ° 3 o <¢ >_ a 00 V� 0Z < : c o T TT 0 N C� C.CDO � c6 E M co O CV O - _ m O CNO .-- E cO (0 CV Liz �- o 4-+ CV Q p r 0o LO W C) 0 6 Z z 4i E O 4 C c d U -J Q J JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 5 10 Li 4 1-1 Li [—i Li Li Li OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING X OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING M OUTDOOR LIVING zo DINING KITCHEN KITCHEN DINING KITCHEN DINING DINING KITCHEN QH KITCHEN DINING DINING KITCHEN DINING KITCHEN KITCHEN DINING b CD in co GREAT ROOM GREAT ROOM z GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM FOYER 00, FOYER 0' FOYER FOYER Q 0 FOYER FOYER FOYER FOYER ENTRY 1-CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE ENTRY 1 -CAR GARAGE ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY UNIT -A- UNIT -13- UNIT -C- UNIT -C- UNIT -13- UNIT -A- 1st FLOOR BUILDING PLAN 3.1 C14 C- CU to VIV 4. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 00 0) 0 5 . A Co C IL11-1 C� z4C < C-1 1.0 V) 2! W C1 Qj CD -a) kA 0:: C-4 C—:> kl--u H ot 10 z 20 Cn 02 0 c6i co LX7) CD Co 9 Ln Ob LC) JOB NO: 22-05628-05621 SCALE : AS NOTED_ SHEET NO. 6 �---------------------------------------------------------------------------------------------------------------1 / �� =� FLOOR BUILDING �U UUU ��UN�U�~� PLAN ~�U ��R�U �p�UK� ��K ����U�� ��K�UU�U�UUn�&� ��'U���kU�� W S- 64 LID ct To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 28 du LL 0 C) 13 GA0 LU LU i LL- CL z H N z 'z '0 CD 91 0 01 zi CO 9 00 JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 7 III T.O.F O - CO r a Aj,PFL. T.O.N F.FL. 0 B KEYSTONE DETAIL SCALE: 1/2"=1'-0" A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.0E- 12 -14.0 Iam�N ON 2- - - - - - - - - - - - - - - - - -0" LOUVER Ell - - - - - - - - - - - - - - - - - - - - - - �WWWWW - - - - - - - - - - 20" LOUVER Paspror - �����������������������������i d•������� � ���������������i������ �� ������������������ �������������i�����������yi�i�i�i�i�ii�i�i�l�i�i�i�i�ii�i�i�ir" � i�����s ���_ - - .. ■■■ ■e■ ■■■ ■■■ ■■■ ;■■■ • loon ■ ■■■ �1 ■ ■■■,■i ■■■ IElmsAnn ■ ■■■ ■ ■ ■■■n1i■■ ■■■ ■■■ ■■■I■■■■■■ ■■■ ■ ■ ■■■ ■ ■■■ MEN■ ■ ■ ■ . , ' ��i��Tii�Qi�ii=��i ��i ❑��� � - • , , BAND : • . ` i��i��i�i��=��I��D�ii������ . • . 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' �����������������.������+M—W- Wriorl I r Ron Rns MEN, I M11 IMMInIll MEN o ❑❑ ❑❑❑�� ❑❑❑❑ ❑❑ ❑❑❑❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑ ❑❑EI❑ ❑❑❑❑❑ ❑❑ T L ❑❑ ❑❑❑❑ ❑❑❑❑ JU 0 ❑❑❑❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑ ❑ ❑❑❑❑ 00 ❑❑❑❑ ❑❑a❑ ❑0LO r ❑❑❑ ❑❑ ❑ 0 ❑QQ ❑❑❑ ❑❑❑❑ 00 ❑❑a❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑ ❑❑ I , ❑❑❑❑ ❑❑ ❑ ❑ 00 ❑❑ ❑❑7 306 DOOR 8'x7' GARA E DOOR xT GARAGED OR 306 DOOR 8'x7' GARAGE DOOR 068 DOOR 3068 DOOR 8'xT GARAGED OR 'xT GARAGED OR 3068 DOOR 068 DOO - 8'x 'GARAGE DOOR 068 DOOR 8'xT ARAGE DOOR 8'xT GARAG DOOR 3068 DOOR UNIT UNIT UNIT A UNIT UNIT A UNITC UNIT UNIT FRONT ELEVATION_ SCALE: 3/16" = 1'-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT UNIT UNIT I UNIT UNIT UNIT UNIT UNIT REAR ELEVATION_ SCALE: 3/16" = 1'-0" { 0 O M U--- 6 01 '. ) Vel C u) O, O a ®°L, Pt�obtg�d X[4lratl�B�SiB If_ °` �' U, ZPF f?, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W dE N u oo y n ^� �J Q Qj M V LL w O W p @ n Y 2°' °' W N m w J N O < a Z co W El El CD ❑ z N "' 00 26 Z n J d M - N M U)Ln O Cn W OWN i- U7 C LU J m $ i t U 0 W Mn¢ co o z J U- cU to o z ¢ a p U� of z 0 wo - OF Q¢ CD O � (V � p wp Q 2 z �� L (p p za < m O s F O z ^ C 0) Q W Q o� o�a z 3° mF V <0 ~� O 0, Jz ?� �� u� z¢ a� Ova C o r >� T y ci rn GA=> IT—_ M O r c O N_ O t[� o I� �.- = 0° O 0o r E M CO O 0 � Q o LO O E o z Z E cc d E 0 U � JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 8 12 SHINGLES ----------------------------------B ------------------- ❑--------------------- TEXTURED 13 SH FINISH 13 SH ------------------------------ 16"BAND -----------------------------------------�----- CI IC I❑ �f I�1� TEXTURED T FINISH o bo 35 SH 25 SH 25 SH o T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - _ — — T.O.M. ------- ----- HDR. 0 o 60 — — — — — — — — 948" — _ 2nd F.FL. CLG. HGT. ---T.O.M. AT GAR. FRIEZE BAND c rn 80 0 F.FIL LEFT ELEVATION_ SCALE: 3/16" = V-0" FIBERGLASS SHINGLES T.O.M. HDR. - — — — — -- — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — 0 0 50 TEXTURED to 13 SH FINISH 13 SH 2ndF.FL._-- ----_— ---- --- ----- 6" BAND CLG.HGT. ----- — ------------------------------------------------ ---- ----------------- T.O.M. — — — — AT GAR. 8" FRIEZE BAND c co _ o TEXTURED O FINISH ao 50 0 0 25 SH 25 SH 35 SH F.FL. RIGHT ELEVATION. T,O.M rn General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16 head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. if the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 t 5~� `i rr a; t,U D •,. � t^ xe. ;�r �: of l _ 77, rs, `tom,27 _. — p - L7 O. 0 ,7 NN all L„r 8. L51 ps pp gg a� ��t�i'44t rt553:b<�tE�� �5: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, WM W W Q v ;_ 0 0 V C oo°c'CQr CD N ni =� to f� r- u� n/% N M Lu a _Z 11 0 co 9 0 Co C14 m w ZILWco�mw 04 Cl)Z Z N OU iW a ❑ M N co o 0 N � o � /tilCn N M a t �w � o LLJ J 0^ N N L g a_,N � t U)(13e- F1w E i° 8 i (J N Iu N o � 0 • Q sm o CAD¢ w M 0 Z � E w� zN z® Q ® w° oa co (— O E 0< d0 000 0d aZ CV w 0 4O Wi d gCt ai z 0 1 .0 O Fr Z - a�a .0 '< w N N �w O ¢ Qo V CL LL a mw v 0 �G �3 ��jj j dLL Z 0 o `s7v w¢ >0 O ar za 8� r 2 ui rn T C co M i o ,-- o 0 C m O 00 Ch L1') Q LA) oO Lf7 r m Q iri o Z Z ;_ O Cn m M a- E U -J N Q 0 1 c c -1 JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 9 a r pyrw h : , Jill GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1"x 24" proprietary type X gypsum panels inserted between floor and 7 ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NL@) A V4" minimum air space must be maintained between steel components and - - adjacent framing (as indicated by dashed lines in sketch). As an alternate to ?- ' an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 112" type X gypsum wallboard - . screw attached to the steer components. Y `g V ` Sound tested with 2 x 4 stud wall faced with 1l2" regular gypsum wallboard each r` J�� side of assembly and 3-1/2'glass fiber in stud space on both sides: i, J J 3 Heigttt limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Thickness; 3-1/7 (Fire) Georgia-Pacificc GypsumLLC......,.. I" DensGfasseShaftlin®r 11-314" (Sound) APproxVVeighi; 96psf Fine Test WHf 495-1290, 11-15.94; ITS Design GPIWA 12D-04;; WHI495.1295, 315.95; WHf 495-0743 & 0744, 1-28 & 3046; lTS 5160814COQ-00Z 8-30-08; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: RAL TL10-291, &31-10 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code An Edition PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN PROFILE OF ROOF TRUSS TOP OF PLATE - - - BEYOND FIRE CAULK EDGES AT EACH SIDE---/ _ = _ . - ROOF SHEATHING TYP. - _--_=_ --_- 2x6 = SUB -FASCIA TYPE "S" MORTAR EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - DEL. 1x PT NAILER WALLED. LINER PANELS OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK SOFFIT AREA CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft) Off-RidgeAmt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SO. IN. of (SeeElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4i 1008 968 138 484 35 242 276.0 0.0 276.0 "*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1 1 Hour Separation Wall rmasheath XP" ECOMAxcr", "rhermasheaih 3 ('_2_- 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" ,rmax light Duty Insulation Thermax.Heavy out,: Insulation, "REFER TO STRUCTURAL DETAILS FOR ion, Paeir Thermax Heavy Duty Plus hernrand ax TUFF-R'"i NON -VENTED SOFFIT NON -VENTED SOFFIT SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT [Fick polyisocyanurate composite fgarfi.®d plas[ic"insulatipn NON -VENTED SOFFIT NON -VENTED SOFFIT "Thermaaase-CY NON -VENTED SOFFIT NON -VENTED SOFFIT - NON -VENTED SOFFIT cr', 1 1 1 1 1 1 1 SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR NON -VENTED SOFFIT on Mark forlorlodletlons employing the UL or�cUL Certitkation la), respectively. 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" Id. INFORMATION ON FIRE Id. 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'- 10 4'-0" BLOCKING @ EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE 2 OF 4 2 2 2 2 2 2 I N= 4:12 '- U N= r U CV = T- cs � N= �- c� ct' CN .= T- U Cq = ,- U �1" N= r- U d- N= �- c� d 4:12 d- � PITCH �i- � � � F � � PITCI� TC11.1= UIr N N = T = r U FL ~I-__- I— Oil FL Z z PW01 PW01 PW01 PWO1 PW01 PW01 OOF PW01 D1 D1 Di D1 D1 OOF00 FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT 00 FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. 0 PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. zor DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH OF a � 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFFOFF R® 4' OFF R® 4' OFFOFF R® 4' OFFOFF R® 4' OFFOFF R® 4' OFFOFF R® 4' OFF R® � 4:12 PITCH 4:12 1 1 1 4:12 4:12 4:12 ITC — 2 N PITC 4:12 — — 4:12 4:12 — — 4� PITCH - � 2 — , PITCH = PITCHI PITCH PITCH I PITCH I �r �r I I —� a-- ---- ---__J 1 �----- Jr -----J 1 L---- ---- ---- 2 2 FIRE RESISTANT l I SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR FIRE RESISTANT INFORMATION ON FIRE I I SEE DETAIL 55ID-1 FOR FIRE RESISTANT I SEE DETAIL 551D•1 FOR SEE DETAIL 55ID-1 FOR FIRE RESISTANT INFORMATION ON FIRE SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR PLYWOOD LOCATION, INFORMATION ON FIRE 2 PLYWOOD LOCATION. BLOCKING EAVE @ INFORMATION ON FIRE PLYWOOD LOCATION. 2 INFORMATION ON FIRE BLOCKING @EAVE PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE NON -VENTED NON -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT ROOF PLAN 1ti1 D - 1 Lo Cv { I ?s, r< t,3 .055 u m 0) O 0 :> 0 `, �s � �tllfilly/01) a- t. E„Yte"yam To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W Q E o 8 0 G N p N o °c' o N M :3 Ln� NI­ti ° u*) # M a N O u u airov , = u- w JLLLL w c. ° Z m c O1 u7 w ° o9 0 W � Z LL rn oCP m w 00 � N Z Q — 0 Z N L WE3 (1) I] th o o CD U) Q J — a N V) - M -9 / C (1)(3) `.✓[1 O LL 4J Cn w W o,�o V)�w r— w U r_ J pEp U o Wo ®p N O� ti O co W M o Z 4 J E Q ® �� uJ � Q o z® i✓ ¢ Lu t IT N¢z x U d O Q ww ¢ o ^ z Y U OJ ro p Z cu Q W N o 21 LL a w o aLL aY =3 �o o CC) tt ti w o z ¢ 4 a = U 3 u C: o T E2 d' ui cc � GNfl r � t6 M C� O r co�V CD I 0 r 0 CD I✓ co O oTo E M 04 _ co o LO CD T , -) uir Oro l � m o Z 7 O E N m a U Q p JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. 10 LGUUGR LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 114" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS. WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D SINKERSLUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRIG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B)TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 (B STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 002 x CONT LEDGER (A) INTERSECTIONS SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 T045 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) or tY32" EXP. 1 (32/16) TILE: 1Y32' EXP. 1 (33"16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 0 cm C*g X _ r �' O, O u) Ct5 y- 1., c ,• �. CC �, ' 4Q �f? 0wo F B5R �95 t735 � ti .x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) g d E 0 $ 00 6 _N w N /0M •I n ri r 0 J (Ii a M C J 52 LL W Z F5 c r m� W w2 o L IL �2O_jO' m N co N z Q Z U )i im () v W 00 z N O � � O ryq Z n Q v U) V ! N '^ 0O C ' uJ V O co W � � V O N �V) .°�. � U c LLP J '— E ° i z- _ C 3 ElkU o h U) tml N 0-14 ti o w M Ct'J < p z LL Q E E o 20 sF ¢N z® gZ. 0 'T X0 U �0 p O cV L z ¢o Q az r yam-, U Y U m n 0 Z Z � - v J Nm ¢°' 'Ez 2z o U tZ LL a w CJ <o 1- 3 aE o w¢ >° ° r O003 V z¢ o r 2 0) N coIT— M or ICU CV IM r C m CD C> 00 r E co CN Cfl N O LC-) =3 O J f 00 LO r rU E o Z co E O y C C @ a E U _ a ci 4 0 c JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. i ROOF FRAMING PLAN SCALE: )14"=1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-O" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH, / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 100011080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 1 12-1 Old x 1 1/2" HHCP2 680 570 1 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 VA STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR E AS M Li CONT LEDGER 0. 0 Cca 0 0 0 ? IL M U) V) 2 Mj Q CCD ao CD 04 CD ) CD cc 11-97) CD SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (2%6) or 15/2' EXP. 1 (3�6) TILE: 1%2' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 0SRS-03 10d (2'/s" x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 VA STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR E AS M Li CONT LEDGER 0. 0 Cca 0 0 0 ? IL M U) V) 2 Mj Q CCD ao CD 04 CD ) CD cc 11-97) CD SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (2%6) or 15/2' EXP. 1 (3�6) TILE: 1%2' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 0SRS-03 10d (2'/s" x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] v �3 ci ,° W �/jr�r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q +�s—��we�re�,uu�u�,uium�ue'�,��:u-poa u'v:mms�u�1311�6l1�713�I81C�88G181tl8r��18 IY�� ��� ��� � I:i" - I�' ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017), 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I �p SPECIAL PURPOSE OUTLET I DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 63 THREE-WAY SWITCH 24. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kB PUSH BUTTON SWITCH -DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _tla ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTEDLIGHTFIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HANSON BOX I I 3" VTR AIL I I I I I I I I OPT. LAV LAI V ---- I I L W/C LAV I 1 3" SHOWER „ \2nd F FC PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1560 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA1 R MAIN I 200 AMP 3R Cable #4 Solid COPPER Ground II Intersystem Bonding —7 Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart rypical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ��J- lo,> ROUGH -IN FOR OPT. / \ FAN/LIGHT j GFI �m QllGFI L DINING I KITCHEN l J / / FI I O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM �A\ /^ROUGH -IN\ FOR OPT. FAN/LIGHT' I I I I I I I I C.M DISCONNECT VAVRDEDICATED RECEPTACLE - ON ►�� MICROWAVE WN ►0 - .. PER ►. ►o��SPECS UPSTAIRS C OWNER'S BEDROOM /,>ROUGH -IN FOR OPT. FAN/LIGHT I S.D. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. V 171.-- \ Li I LOFT FOYER I G Jci) GFI \ BATH 2 @ 44" .— A.F.F. ' ` O _ S.D PGFI / I DB i WIC ENtRY I WP / 'GARAGE LIGHT AS 0FI PER SPECS /'^ROUGH -IN DB &.GFI TO ____ _____ -- L____------ \� FOR OPT. BE ALIGNED \ GARAGE , -"�fi� FAN/LIGHT VERTICALLY LIGHT AS <�/ �� PER SPECS _ _ \BEDROOM 2 GARAGE DOOR _ GFI -- -71 I- I I 1 — _ IZz I l' \ LU �~ IQa I \ wZ 10Q �Ocr ITV I w 1-5 I ILL c�0 Im >0m UJ 5 COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: X"=1'-0" 2ND ELECTRICAL - UNIT -A 1532 SCALE: y"=1 `-0" 1ST ELECTRICAL - UNIT -A 1532 SCALE: X"=1'-0" 2ND ELECTRICAL - UNIT -A 1532 SCALE: y"=1 `-0" >i� 0- G _ - g -�;ell . 0 E, z 01 ` lilt cv 0 CV Cn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a �E 8 o 0 NM .� �� N O # LL N M V J LL LL J Lu 0 o Z m cR �Co A i o W . Co � CO o Y o W Z LL 00 0 . w J N co Z J I~- 0�IL 60 Z U U) W 0❑ `l M L o z o � yI —' — Q n r E3 V) CO ff�^^ O V 4-+ a u.r R D* I(In^ v ' N W �. F— J E li U o N CD 0 ®0 �m o w M GM m o Z S a Eo <� 0 E v oLL Zo ca O E Ko U a 00 p �a N L °z ¢o < a z rw d - N O Y U �m '0 0 Z U� J <� ¢w �z N oa go N -F 41� 3. JW �� �o o O wQ V zl¢° 3 c o T .L Z � m cc � � O coco i O r- O 1 CV C m 0 00 E M CN C� N CD Il is c 0 Cfl OG LO r E C) o Z cc`z z O Eca `° U a- � Q JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. 13 u- n ,.,:,r.,a,w■ I t i �Ip�il�i t'} a �f ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET L.® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) Df [B] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Ci J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I � I I LAV 1\ � I U TUB/ W/C SHOWER LAV 3" VTR JIL I I I I I OPT. LAV ILAV I I _U W/C SHOWER --_ 2n0' F FC STUDOR VENTI , DBL SINK T' W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 166 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA1 RMAN 200 AMP NEM 3R Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS --------- OUTDOOR LIVING > INSTALL LIGHT ROUGH -IN FOR OPT. GFI .i AN/LIGHT n. GFI / IF� �I I DINING �I I f KITCHEN �I 1 Olt I _4 L---- GFI SWITCH FOR DISPOSAL IN CAB C.M. UNDER SINK 1 II / I I / GREAT ROOM ROUGH -IN<,,\ CH FOR OPT. ' FAN/LIGHT J �> 1 I I UPSTAIRS 1 I I FI FOYER rMi GFI / W.H.7@ 44" I \ DB GARAG E 1 , I ENT GFI LIGHT / PER SPE GARAGE LIGHT AS I PER SPECS GARAGE DOORGFI I I I \ I ZIW \ I OlzQ \ Q IC- I U I-j _ \ I O IL) W F- 1 I I� I— I LL IH W Z I �IW _ I WIC �� >IW �LLUJ / >0m COACH LIGHTS i OR PREWIRE AS PER SPECS DB&GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL — UNIT—B 1516 SCALE: Y4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — — — —1 I 2ND ELECTRICAL — UNIT—B 1516 SCALE: Y4"=1'-0" f U h w T1 n s C&- No Z' �l qj ca-M O U CQi �.. ��tL•dW .�. N 0 N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9! W a d Eq -• fJ (0MGM O N N u' o r Lo co Y/ � Cn i` r- .9 tIi a N O # L ID M �r L, ll - CoLLioLOU- Z o W 7 (6 NO Z U O 0 m w C 04 M Z J Z N W ❑❑ N th o z 10 } < W a N M �N Ur o (Q w � V OLLJflu NU) S Ly N 'J U) •,� U "' r— J E L 8 zI1 Q g N sm co Mm w M ¢ O SS Z a � LJL a_ E a E w o o0 Z p z® fcu ro x� �= 00 o< o @ 04 aZ o -Z r L Cn Z or U m 0 0- Z _ h -0 Q Z Z C1 O� OLL Qo 0 a N W C) < o oW 61 >° a to v z< aF o r .L TT ai N CO N— Cn co M L'> O r � cV ^ CL O itCID M r o C m O 00 r E M � C:) N o Ln co Q O LC) OO LO r Eo E CDv; z ca Z E O FLU E o _ a m ¢ o JOB NO: 22-05628-05621 SCALE . AS NOTED SHEET NO. 14 ELECTRICAL SPECIFICATION 3" VTR NOTES: 3" VTR JIL JIL I ELECTRICAL CONTRACTOR I MUST VERIFY WITH THE I j SPECIFICATIONS FOR THE TYPE I I OF FIXTURE TO BE USED. LIGHT — OAV • FIXTURES SHOWN ARE FOR — i —�� I LAv LOCATION PURPOSES. j HANSON I BOX I I j I GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR K* 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I__0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JD_ ELECTRIC PANEL j DISCONNECT SWITCH J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR '7 G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ---- I I W/C LAV 1\ I 1 SHOWER 3„ >J TUB/ W/C SHOWER OUTDOOR LIVING STUDOR C.O. /` VENT W/ SINK INSTALL LIGHT ��� /i� W/ DISP. ROUGH -IN f fi 2' FOR OPT. L�JAV W/C 3" 3 FAN/LIGHT ` `� �' WFP 2" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT, AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed 200A Indoor Panel Center NEMA1 200 AMP ERMAN 3R Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 518" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DB&GFI TO BE ALIGNED VERTICALLY a O DISCONNECT QD QDGFI ----- --- 1 DINING KITCHEN / F— — — � FI O - --- GFI �� --- SWITCH FOR• DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. <���FAN/LIGHT 1 I I NTRY IGHT AS 0ER SPECS I I I u L \QUj Uj on _04—co 1 ". *0.4 - • - �0"All - WAN •�� - ►A M01 I I I I I I �gFEL j UPSTAIRS F GFI @ 44" LW. A.F.F. ` 0 I I I GARAG E I GARAGE LIGHT AS NPER SPECS GARAGE DOOR GFI --------------- 1 I J I I IpLU Z I IQ � I I0 Q I IJ U I ILL U I Iw Uj I I> W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE Y4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-0" e C14H a- 01i a-z. 0- Ln -0 ,.- C: - ci'3:- •� tT� /!l «Q� < r �° N 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W a E 0 g O co s V N a`) N N vi co V 22 u N w J Q J W �i� , a � (' 0 w o- 0 Z �8 _ Fe � 1% e & (; 0 � O_jO' m w Z ILN NZ ILW ov o Z W El El 0 Z N M o g z o � J — CL_ E3 N 1 f1 a� U) uJ � � � o U w �N U r, r J E m $ mop mi l� ... z U o h c o N 0 ° ®0 sea o w M M z ¢ O Z <o E �� <� a p E U wLL . ZB wa cc I— — XO ¢a 00 , O` E N o 4z � a ¢w d L U mO Z N I m F� ¢w gZ o< go a1 � ¢ a �w <o .1 =S WF >o o V� zlar a 3 o r >� ai rn N C� cT� N cL7 M Cfl LC� O T CID CD V 6 Lillo V % CD G 00 E co �CD Cn � �� Q p Il O 00 lt) r y E c o Z m Z 3 v; E C) m m c a Ei U � Q p c a) JOB NO: 22-05628-05621 SCALE: AS NOTED SHEET NO. 15 11 1 1 R 1 1 1 0oElo0000_____________________________________ ___________________ ----- ______________ ___________________ ___________________ ___________________ T IF OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING FOUTDOOR LIVING OUTDOOR LIVING Im I I I I I j 1 IIm I i ILA I I I i I 0•a 0•• ;*3METER BANK i i• "0010 FOYER �••• ,••, ELECT.(SEE ELEC. RISER X*i ON UNIT L �' I I �•;. �•;� 1 , - - ,•, .e .e ui .!�� i•i � -CAEj GARAGE '' — 1-CAR GARAGE 1-CAR-GARAGE ® \ ENTRY ENTRY ■ ■ \ \ .. PROVIDE A MIN. 12" VERTICAL \ \ SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES — I I �.il I mil UNIT -A- I I UNIT -B- UNIT -C- (1532) i i (1516) i i (1624)ttil I I I I I I I I I I I I 00 0�• Oi• .•i� FOYER G' E on 1-CAR GARAGE N 1-CAR GARAGE � N 1-CAR GARAGE ENTRY I------------ -I 17•`i I I I UNIT -D (1625) ■ I I I i ENTRY I ENTRY 1•e� eV dal it4w-ha jwrll� FOYER FOYER - METER BANK i (SEE ELEC. RISER "AA_ DIAGRAM SHOWN O O ON UNIT ELECT. PLAN) 1-CAR GASE- 1-CAR AGE ENT Y /' / ---.� --- III➢ ENTRY / ® ■ / /k-PROVIDE A MIN. 12" VERTICAL / SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ■ I I I I ■ UNIT -B i UNIT -A- (1516) (1532) I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" 1� i P all �k , x O Z V. co a ,°w N N O N O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W (� v EE o ro n O 00 a) N °° 00 N V 0 __ r` LL W W J W LL 0- _ W — D C Y z R (0 C � L 0 2 W ILZ CO °� m w J N Z Q N = OU v W 0El z N ih o g z Q � a r to M z Cry o +-, u, ILL � 0 L.0 ® U H J pELU U I x�L C o r U) Q ® 0 N � O M M 0 w ZZZ `S =a o W= >o Q zo CU I CS:az Xo oa co U °¢ ¢ z N o v y U �o 0, Z F <W �� Z z go a W Q�^ U w Qo �z �— J o J<LD aQ zw ;0 o3 � ZIQ U 3 r rn cTo (n c6 M O i co N n oCD O T C coO 00 T E C4 N CN L O CD T Ln 06 ai 0 LO 1� o @ Z 3 Q E O to N Z cc a U J Q J JOB NO: 22-05628-05621 SCALE: AS NOTED SHEET NO. 16 O O 8F8-1B/1T 81F8-0B/1T - ® ° a O o O O o 0 0 0 81RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © O O O 8RF6-0B/ o O, O, O O O O O O 8F20-113/1T 81F20-013/1T O e 8F20-1B-2T O 0 8F24-1B/11T 8F 4-OB/1T O O 01 ssu< 0<�Tfl<�A TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T H J ¢ z Z tNOMINAL. r QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT tfc precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D MIN. (1) REQ'D L 1-1/2" CLEAR a d CLEAR 0 d d C d .M.U. w L� ° d U C.M.U. bo U �(jX - ° d a , GROUT U' W, J W O O K W d 5 REBAR AT o ¢ � BOTTOM OF U (0. w C= D LINTEL CAVITY O U) "' XK v. 5 REBAR AT BOTTOM MIN. REQ'D OTTOM REINFORCING ¢ p p n (1) PROVIDED IN LINTEL (VARIES) N LL ~ ¢ 4 7-5/8"ACTUAL —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications (D) (D) (D) nD rD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. Lintels loaded simultaneouslywith veritcal (gravity and uplift) and horizontal lateral 12. e s (g ty p) (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 ■ O Safe vertical load Safe horizontal load \— SYMETRICAL I LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION aQ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O E O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SYMETRICAL � LO cli l ._ f- C"toqr. CD ,1, 10 U Q W SE \`4 rf� O �"• mq�aY ew °.even �� H"f �A? 19 sSl B�a4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W v EE Q O N U p 0 m to f 00 O . W y N inter ° J -D ti LL i ELL 13 Q C J 2 LL d (6 C Qi Z13 O O it .L.+ .e N N Ci) WIL ��aj°' m LLJ z N M Z ¢ J IL 00 6 . OU U Z L) W �13 Z N o QQ� za Q —J N M U') Z f0a � o LL i-J �rx F w y � m U 0 w o V) N (� � •� U ® w _ € `} O N C C/) < Y 0 ®Q O MZ w coJ Z ZZ L.L E ¢ z o �� > N i N a ® �0 tjas za ❑ a as 6 O �U Oa O N as z w o o ¢o XZ W W �� � � C C - MBOB 2Zz 0 Y O � mO Z 4 Z { J Q W Z U) N W SS < o< LL Z ao -W y ¢0 � o NZ xF r- - oo w �o zI°d aF OU 'S C o r rn � rn cc N U) U cfl M n O T O C-4 IIl� T o m O 60 E M (.0N O tf� C CN O Q C II O c0 LCi T O Ec O O Z N Z O in E O N cc c Q E U Q 15 JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE F WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C AC -D CBA-A 0 Q , OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF T L F POUNDS PER LINEAR FOOT KG/ WITHOUT CONTACTING THE GLASS AND BE A WITHSTANDING A HORIZONTAL LOAD 0 50 U F M) U S MINIMUM OF 1Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MIMI FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1. 2, DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS : 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2,4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3, 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y2" Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (PC) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4,2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. I ri ation/sprinklersystems inclu ing all risers and spray heads binstalled 1S 0" shall nwithin of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo�lr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed a pest control company before a certificate of occupancy will be issued. The "The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (3) (? M L'- [3 r. CU Q ._ >1 QLIZ, -�CL�2u. 11t1 /u�6'F 0�+z� � O � C � �tl l L O�S'� Stl®Rv�� iIFaFFIII �9E.�E� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA a ce)8 0 Yco co0) W N U)��-° H a 11 1�, 3 �mv LL L_ LL W n. w Z a C i p Z zi i z; 3� 0 z3 co T;; m ILW IL0 - N Z a F N O U �d Z W co ❑ ❑ 0 o g z ` o a Q- N QQ) ^N^ N z `o �-, cu O � NV) w a C.3 4 MINT LL.t J - _ E B s L y3� II, C} 63 N o 0 slm ti � � w M M ILL ¢ zo z O _ E o Eot U �ij sLL Qiry3 z® ❑a cu OU S K U O ❑ U o f CV It a r W= o ¢z wz a d Y mo 0 � mm >z zz N oo < « a N W o� �3 O Mjo� ii Z6 ❑� U� o T N >� N C� � C G.6 M Cfl try � O r co N_ O C: in CD CO r M E � N O L N CN C C C5 ` 06 LCi T m w Q o z z Ecc E U J Q 0 c J JOB NO: 22-05628-05621 SCALE : I AS NOTED SHEET NO. rr� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II I.I ::.::: .:: A :I:.:. .: 1.1`..... aa. L[I....... �. .. I I �,`� l.f ..I . : I::L n n n....I ..... L.L..... ........I. I.... 16GAx1-1\2 LONG 3/4 -1 CROWN I I. g�. ..........ILL I..::: ( ) STAPLES @ 6" O.C. VERT BETWEEN I .L MAX.. 1.1 ......I .......I.1. 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O V-0"01 a - STUB -OUT FOR 1'-0" GAS METER O _ U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 50' or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM U) w a STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM LTOUNDATION HIGHEST ------- BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING ya' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than, l snnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* r consideration. Check local building �1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k Web Stiffener Fastener Schedule Joist Bead Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60BY 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" O.C. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists 1, !✓ meet over wall, or wall stacks directly over wall or 7_�, beam below Load bearing wall must stack over_blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. �'/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 6 A 1Y" ROUND HOLE MAY 6� 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y2' THE WEB. PROVIDE AT 11 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" ° NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22) NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ea ' 00 FINISH GRADE Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a e.. Joist hanger SEE PLAN FOR q a . • , a FOUNDATION INFO ° 6A. STEM FOUNDATION \ j Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE a. REINF. SEE PLAN (2) #5 REBAR A/C CHASE�PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION I ;,IIIIII0. PLUMBING LINE PVC OR SCH40 SLEEVE d a y-- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ a �PVC OR SCH40 SLEEVE P r— LUMBING LINE ifl � d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a a ° d d ° -III iII I a ° EE a a ° �' a SEE FND. PLN. SIZE & REINF. N p s t�q L C^:. I3' cv � N L 4 C It ° 'w j la. W/ 3?,0 e ����� 4 < 0 O� \N1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9, W vE H a o Ms N 0 Is, Q 2— 00 CO N 7 LO N cn�0� f/1 � CO # Q C _J LL w JLLLL w o Z — d C t m� 0 13 i w �C�m J Z LO MZ ¢ K Z N OU NLL � W ❑❑ z N MANNE& o Z N � o � a tl z Cr) 0 4� ((S W U —� O S N � � in l___ U W J "— _ E s Q N m ° 0 em W M o z z E Q ® E V z© wa o f U a` 0 OU 0 °z C,1 a�z n =U -.g 0 Z, cn <z �z —� `�, Q� o� z o �U Z a� a mw � � 0 t: � CD`� JW �F >° Q0 C s� zl< o� U'S 770 r ui m �--� cry � M r O L o s m O E M II— (0 N C:)4-1 0 Ilse O N r 00 L E z m E O N c r_ d U J Q _J JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. SN 1 rqI1I!'4"!1tr7 FIRM InP ITT 41 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. a TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER 1. D o SHINGLE ROOF, SHINGLES TO A , BE IN ACCORDANCE w/ ASTM = 11— I m. D p = I—1 i �_ T�IffT ° _111—IIIII' D7158-CLASS G or H, or ASTM ' T ( I = p — D3161-CLASS F, IN III = 1' 12 ACCORDANCE w/ TABLE=I-1 I = 1= 1- (TYP.) R905.2.6.1, FLORIDA BUILDING - �� �T I I =I—� �I VARIES CODE 7TH EDITION (2020) -1 III I=�TT-rl I I I 8 RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.0. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C._/FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV , A p Z 00 co p 00 6 MIL VAPOR b, I — = Z BARRIER ; p �r 4 I n =1 I o • • I — r COMP. SOIL. A (COMPACTED TO 95% MODIFIED PROCTOR T TTI--I I f—I TR ASTM D1557) 3" MIN. CLR. #5 REBAR CONT. ON CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O.O 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 114" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° a a k GRADE 00 _ — — — — — • a = T•r•1=Trr— _ (1) #5 REBAR w/ OPT. T ITT 1 T 1=III= 11= 1=1 fl= =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND 14 EXPANSION JOINT 13" O.H.D. RECESS z O.H.D. RECESS co 4 I�I 60 =IIIII1 I :. 80 [4� 11� I y. � 1=1 11= =11-� ��. � • ffF •. .• .: '; I I_I I I I I! . I I I ' +' w y: I I � I•ITf SEE A/S3 OR J/S6 `-I j 1 I I = I II, I r I r7 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -I 111 I I II lI II 11= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN, 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r ° 6 MIL VAPOR BA RIER ,1_fII I II I I> D ° IV I IV I iV i iV I I I I I I I l I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR /$ GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302,11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4 O.C. @BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24' O.C.)INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK „o „ „ „ @ IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x$ W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 ATTACHMENTS i2�1 �� O WWF OR FIBERMESH / WWF OR FIBERMESH 1/2" 6 x 6 W1.4 x W1.4 ELEV. -0'-331/2"MIN. 31/2"MIN. _ A.F.F. p �. ° I 1' U _�_��� �31/2"(min.)-4" — _� (_ 1/2"(min.)-4" N — — D ° • • I —III—I 1 I— I •r —r - D it ' (31 /2"(min. - 4" I �I — — III— 31 /2"(min.) - 4" -` =T�1 11=1i�T—I I I I II I r =t f�TI I_==II Ill I-1 I (2) #5 CONT. 4L18 ; (2) #5 CONT. 41�i— �,—� I I III T8„ U.N.O. MR7 U.N.O. MIN TYPICAL BEARING WALL (@ STEP na SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 �) QG5 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �,,/ c FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. an K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD " " 20MIN. LAP [24MIN. LAP] 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE 40MIN. Fy=40ksi FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE GRADE 60 MIN. Fy= 60ksi] �I IT_ N z T #5 REINFORCING BAR R 1 7/8" -1I1= #5 LAP SPLICE =11 f M ITT COMP. SOIL. (COMPACTED TO -1 95%MODIFIED PROCTOR ASTM M IT�==_ D1557) 4" 1'-4° TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2" 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALA� ANTERIOR .-. ° e a' . -31 /2'� h E M CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m 00 N If=11F-3 M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P,T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W p CL U) • 6 p 1=1 � 11111111 I I I �I D•° 101, Kx' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o rw CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 �-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.0 ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN �CONT, BEAD SEALANT ¢ w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR 6 x 6 W1 A x W1.4 `I w SIZE AND REINFORCEMENT) WWF OR FIBERMESHLU M a ° BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS I I_ ;I I ' :..•'% 4, FOUNDATION •� CONC. PAD INFO. K TAPERED COLUMN FRAMING CD12 S3_ _ SCALE: 3/4"=1'-0" (2) #5 CONT. =1 I- ON 3" CHAIRS 8" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH E p 11=III—III—III_ III III-111=111—� ;- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) — I WWF OR FIBERMESH SEE A/S3/J/S6 —` j- 8" I FOR REINF. INFO. OPTION #1 I I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 I MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD _E CONT, FOOTING STEEL j j MAT REINFORCING. ' M 00 z GRADE n LU LU �' J l c a c• i 1.—III III-1 I- a w [III III, ill I lil(li 1 1 I'iilll U O w cn z — • « • �• —I —' Z 00 U d G - Z Q N n 1, ! `'tea w i III=11 l l l l 1 1=1 l FOOTING (=1 -i 1-- � BEYOND PAD REINFORCEMENT —� I—III—i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 c0 I- . O£J Cn Cie ` - (U I ' ° { i4_ ' 1 4 ° C ev u O O co 5; FL 0'. W a N% 8 t_ u d Vie`21, l, R®�ESS�O�i 119>fts'9f1 s l4al�£`s®��IV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W a v I_ 0 s 1m 0 _o OD N N a N V w # LL =� W �LLLL a Z 6°' a o w Z y o N O co . m 00 O J �n LO Cl)z Fun - N Vz OU ti W M � N o O z C-4 z o � <c U) J— a N M o E +-J � - LL3 Cc U OLL, o ® W= z.... d L y C) OD Y N OJ M M ¢ zo w z LL_ Q E E o K o° I. < N Za o a w, O N R0 aq i o0 � a w O ¢o CY cn J NmZF m0 O� <z <W zz 0 N s? O ¢ o LL aLL a 1, OW z Y F r� = F ra o =1< o r a� C� N C co M O r �V co N CD o m O ao .-- E MCN N o U-) CN 00 Q p tl) U7) r E w o z N Z 3 E t/1 a c0 Z JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. S3 (MONO) 7:111 I II I ' _'� IlreR lflw�y�l#A!�'A I'�A O R I'!k • + TYP) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE /--PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 518" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM 1/2" GYPSUM BOARD TOTAL AA(3" DIA.) W/ DRYWALL SCREWS G. 926 APPLY 3 LAYERS CONNECTION SCREW OFF CAP 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d METAL LATH. FIRST THICKNESS OVERFOR POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE ❑ LUSOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER EXTERIOR FACE OF BLOCK DOUBLE 2x TOP EVENLY ❑ ❑ RESISTIVE BARRIER PLATE WALL IS 1 1/2" MAXIMUM ❑ ❑ FULL 8x8x16 BLOCK EXTENSION FROM EXTERIOR INTERIOR SIMPSON SP2 w/ (12) 10d VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS HEADER FLUSH TO OUTSIDE OPTION WALL ❑ NAILS AT EACH STUD LBL RUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" OCKING W/ 2-16d TOE NAILS CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ Fil COMMON WIRE NAILS @ 4" O/C W_Z4" O.C. FROM EACH HEADER FACE EXTERIOR _ / BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) vO BLOCKING WALL O/C FIELD ? a(2) 2x HEADERWALL CLEAN -OUT A ❑ ❑ 2x TOP PLATE rS4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR PER PLAN SCALE: N.T.S.(2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1) 10d @ 8" 1STCOURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING O.C. TO EACH HEADER FACE SIMPSON HETA20 wl 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD ROOF TRUSS MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MASONRY LAYOUT D MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM WALL HEADER DETAIL � TYPICAL SECTION THRU WINDOW B UPLIFT CONNECTOR REINF.INFO. PLATE TO CONCRETE SCALE• N T S S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE. N.T.S. S4 S4 . . • AND FILLED W/ GROUT SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KNOCK -OUT 5/8 UPLIFT CONNECTOR " " ABOVE GARAGE . DIA. x $ J-BOLTS AT 6-3/4, 41-3/4, 71 ', , AND 96-3/8. (SEE SCHEDULE) BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED FLOORALL J-BOLTS WILL BE IN FILLED CELLS (2000 PSI MINSCALE: N.T.S. DOUBLE Z 4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) x TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE �- - PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WJGROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE a a a a a a a o a a 8 STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. �ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ _ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE c THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 71„ c DOOR STOP PSPN516Z w/ (12)16d NAILS -- --- n a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 58" ---- - DOOR 4,?. SPLICE STAGGERED J-BOLT r �M 411, — --- TRACK • 34" BRACKET r , G' 10d @ 8" O/C 10" 31/2"- WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL W r �N FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ —� KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL FOR 2x8 WALL) 10d NAILS @ 8" 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x CRIPPLE STUD GARAGE DOOR ROLLER GARAGE DOOR TRACK TYPICAL (U.N.O.) CONNECTION ASSEMBLY .` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a ° a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 011 v TYPICAL INTERIOR NON BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 w/ (18)10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (4565#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT " ATTACH ALL J � 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/MOUNTING ANGLE W/ (4 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO T�P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC = MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. 54 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON nc HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2XSTUDS @ 24" O.C. OVERLAPPING FLAT STRAPS PER CHART ABOVE TO BE BENT Mu 1 IUly OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR SIMPSON SP4 REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR n GREATER HEADER (2) 2x HEADER SEE PLAN 1 54 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER B • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 RECESS ** HOLD DOWN CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED a WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI, AND BB/S1 FOR V in 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED LINTEL SP4 SP4 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. )N SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 ` ® ®o �., 0)t , La ` -g C-) >m C7 C,i 0 c.l 0 j a, rt` 0 O 0 z c6� > �a °W u I<< * y4 /r ti C4 FLU 9 9�ga•.. 4 �._ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E a a 8 0 U aj co N 'o Q a0 Nco vi M Vim' ac LL Q c J zSz LL W J LL V S 0 m c � � a 13 iZ ymo30 WF19 <) 1. m Lu d J Z "' M ZIL Z N OU v OEM W El I] z N M o N � o � < V N M z cn4-1 Ch 0,,,0 c/) c \� aco Lu J _ L � N C) o Qco e N �� o w ZZ � E z �z os �s cL �® Ica X O �< w� � O S� O E N ao ao az z �W � C Z24 OY F Q ZLL z to co on Z So 5 a w U <o xG o aLL <w w< x3 �� >� O a x d zl¢ 0 3 •0 T > d' a� rn 0 r � s6 M Cfl � co O r m O CDN—(.0N co cO CIII CD U'I CD 00 ` LO T E w 0 o z z rri E Qcu m d E.. O (� J Qa J JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (2) 16d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10lS5 BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR�14 APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. . BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T HE OS SHEATHING ATTACHED 10dX3" @ 3" 0/G CORD ATTACHED W/ (2)16d TOENAILS wl 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2' x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16 O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND �) NAILING SCHEDULE FOR SHEATHING DETA DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO —� @ 48" O.C. I I SIMPSON META12 w! (7)10dx1 1/2" NAILS ATT6'- I I INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH TRUSS & 4 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 1Odx3" @ 4" O/C ( ) @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOMOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Sj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE- [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f f X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w! 1 1 1! (2)16d NAILS WOOD TRUSSES `° 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w! (3) Zvi BOTT. CHORD FOR 4 10dEACH & (@ TOE TRUSS SPANS40� ATTACHED W/ 2 -16d NA EA10d NAILS @ EA. END AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ (1) ROW O (3) 2' x 4' LAMINATIONS W/ 1 ROW O (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2X4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVIY 1 UL/ll \IIY\A GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 1Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL (,-,0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANELS I L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT `- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 11' BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48° O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD SIMPSON SP2 w/ (12)10d ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION K4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) Z w BRACING w/ (3)1Od x 3" AT -17 • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4" x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 1--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN LE I I I ■ �II1 o NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANrC� AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ( F &-� ( a La( N cis O 0 Q U, j CL42 tt F;.f 1% r U �1 O ES -I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fH W E 0 g 8 5 00 - C 60 I- = in to H 6Ci ! *l w Q C U- w w u o -j Z m � C a YYo Z =mNc_o 0 ILW 05 cp m w 'r) M Z Q zN O C-) v W El El IRS 2 N o z z � � o J d E3 M N z c7 0 0 v u- 4--J c .� U O W o 1— (n c, = w w 0 0 c m Sm o CD W z .9 Z J E zo to � m ce o Eu wz'oa �® CU g O a� co 0� C:,a= N 0 ¢z ww � r- Y m p Z , - J .0 �z z F w z O o ¢ d (j 6o Qz =3 Jz _1 o � wa >° a Z Q U C o TT In rn N C� CO c.� M n O ,-- c O O r 0 p ca O 00 E co C4 N ate+ � N a7 Q U") OO � Ln r E N ' C Q o Z Z y E a E U J Q � J JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS fOR AN AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM \ER\ 0 a:4 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —� GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER / CHART ON FLOOR PLAN J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD 11 MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c CV .— e a v \'A ad ' I I I I� 11�}T-�1Tf}T-� • M III I •• \ III 111-111 1 1=I I I ea a A 6x6 W1.4xW1.4 j�_ a •.. WWF OR FIBERMESH 1 I�—�I "fr III a" FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w Uj on �— 7!8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. —INSULATION PER y CHART ON FLOOR PLAN B R -• S6 S6 METAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK, W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT LL rr a EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE =1NISH GRADE 00 jT---STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO F-.. ..-. , ..... _ _ .. 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z r PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 4$" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR —31 MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32"OSB �I EXPOSURE 1 I x II SHEATHING x PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II 3:: NOT FULL HEIGHT SHEET C II II o o = II II JI — L G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T II EXPXPOO SUREI F II F SHEATHING w II II II 2 SOLID 2x BLOCKING @ ALL III G III II II II I C SHEATHING O EDGES (SEE III OPENING SECTION X-X III C 4rx II II �w E Lu 2x STUDS W III Ffl— III II II II BEYOND. 3:III SEE PLAN o I I I II I II I II II I I W IILLI — LI (L _IL _ll —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IArAI i ri rA1A-r1^K1 MIA^r%AAA FLOOR CONNECTION rB @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/8 SPACING "S" NAIL3/8 FOR ADDITIONAL INFORMATION. 1/23/4" S 1/2„ S " 0 ° o S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL (FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6') NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Old 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH JilI �� . " .A < . • ,' I_JilI IT I I= 11=I I 11: I. (3) #5 CONT. ON 3" III —III —III III —I I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Ye". Z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL z u-= @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w Lu LL O F_ PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F Y q O w/ Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. X1-OOtn u~i M 2 LL � U. - @ (2) 8d NAILS @ 3" C.C. TO EACH TRUSS END OR @ VERTICAL N w O MEMBER IF GABLE END u = w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED—� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL /— 2-ROWS 12d NAILS / STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON T @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C.. e. '• d e ' e 4 — a — — •r--- d A — . 'a A - d M -III—III—III—I I A III-1 I —III I I d a. t -III—I I —I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE I-1 00 �IIII,' 9I (3) # 5 REBAR ON 3" CHAIR-1 4" 1 1'-8" I W/3" MIN. CLEARANCE t ALTERNATE FOOTINGry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. S7 t. 0 •CD ; CL ¢� (6 Lz Ox ' _c—_ (('•i _ < 0 (F) r n �1 1. sz 0 >a w 'L�fol�%���`t� F te, a� ' G j 4ba YOP EfSSSOV�LF� >'�al l�f�e 4ii To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W ITE a 8 0 0n (i m N C W _-0) Q N 5 J C J L� w LL J LL 52 , d w 'a Z = v d t mo_ 0 W f6 N (p �6jO' m w �Z NLL a O U �d Z p (n W ❑❑ Ur M N Z N M CO Z n Q J _ E3 M Q) 0 o a U � OLU o N y �(a U W J E ... s t c� o c U) ®0 e IN cfl W M zz o 5 Z Z J � QE a E zo �o s" a= z >- N aN Z® 0 n� w H '6 X0 00 o� O E a� azZ <zmo w N Y 2' Z01 W C%� J � m r. wZ a kZ o� Jo W n W LL d w �" YS C:)w� � w C O �� a§ V z ¢ 00 _ •° T >� T .i rn 0 2 �. r c6 E M � `u O O Lr> o C co � 00 r E M N O LO O� co \\\ CD LO OCi Lii E E w E o Z Z N E O f0 a Ecc v ai U Q p JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO. S6 (MONO) 1, o 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. / ' APPROVAL FOR CONN. APPROVAL FOR CONN. r /,. �%1x4 1 X 4 tx4 P.T. 3/16"0 X 3" LONG FURRING /� FURRING 3-1/4 LONG X 3/16 0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" D.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOORJAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / // /' 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT � � „ i / _ x 3-1/2 TAPCON @ 16 APPROVAL FOR CONN. / (2) ROWS 3/16" x 3-1/2" ; % ; 1x4 O.C. & 4 FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 \- CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC ulk aSITA SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 11L E//&: 71 NOTCH WEB AT +5. FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 1 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. - 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW, F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. (LASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE. 3/4"-1-0 SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FA i W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" D =�1 ' n D GRADE ° CV R ch r fi D SIN (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN R YP.) fHE .S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 1� 1� 1� 90° HOOK (TYP.) B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @T 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C, EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED J 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS — INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER�1 NOTE 2 BELOWL CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (") 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED _ SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." / ?x0�F Ryq + + + ENQi y + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR • NIS— SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = T-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD O EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,T QPP cut=GT n) Anln Cr z O M tL O LU H U FILL 1st4 COURSES SOLID W/GROUT d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° • ' d•' . ' . •d OVERHAN .. 4 e' d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5-0" e'p LCENTERED #5 BAR W/ g o .:' e °► K IN TOP o .-' • •' d . KNOCKOUT / c.t ° CHAIR BLOCK MONO FOOTING ;_ a Pe SIZE AND REINF. PER PLAN AND SECTION DETAILS ° CLEAN FILL •R A. DIRT b z .° STANDARD o 9Cf HOOK N #5 BAR IN FILLED CELL, -L, . -Lw , -, , ram• \.fs• • .��s• \ 1�iw .f,• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REETA AND STEMWALL SECCTITI ONN DDETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �} EXISTING FOOTING RETROFIT FILLED CELL DETAIL �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 4) ®Q�..�j K� 9 C.) ��,o . (� L2 CULID h• � _0 -, . 11 _ to < O > L.ID atRyaq%„ gam, C, �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) W v£ Q 1 N o 0 , O � � ti (a c�� N G 0) 12 M C LL .4 S a 0Co Z —ISrn a L�� 0 O o W 0M of LL=� NZQJ ZN OU U W (D N M o ! ry 4 N � z o QJ .2 u_ +1 2 0^ W L. ! N U x�8 I Milk U o � 0 d N M 1 sm o W M Cl) ¢ zo 9 z a Q E E8 55 �� `� z Z© XO &a Do O� CD N Q ` o a W z y- B (n CY <0 Z 10 OLL ZF - Ui 4� ZU S a w z �, -' � Z ZU U son y a 8 =G aLL _Q Q� o co w¢ s� ,o a= o� z¢ 03 r a; m ca N 0 cro � co M r CV � r o t\ 0o M N N _ (0 N o L) Q O� LO 00 LO T > 0 o Z z N E O c6 a cc ;_ U ° Q p JOB NO : 22-05628-05621 SCALE : AS NOTED SHEET NO.SS SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND �MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD i GLUED AND NAILED--\ i I UDRAFTSTCP I 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER AND TAPCONED NOT TOUCH STRINGERS AT STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ _ _ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" MALL J�A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER - FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 1 )d x 1 1/2"NAI/ (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6% \ —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER-/71\- SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I --2x4 BLOCKING FOR 2x12 ./ I 7-2x4 PT UNDER 2x12 C I / , ROVIDE MOISTURE ' \ PROTECTION LAT�TACH ALL COMPONENTS / STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4' X NAILED TO STRINGER ` 2 4' TAPCONS @ MAX. 32" O.C. \ / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G. TOP OF ' \ STRINGER ' I STRINGERS G EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH i \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS) x 1 1/2" STRINGER CONTACT POINTS \ NAI SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO FBEARS PLYWOOD DECKING UT TO FIT N WALL x12 SYP IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—­'� AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `tW SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER \ �KOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLi AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 / \ DRYWALL STOP NOT SHOWN STRINGER i SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY t—(2) LAYER 2" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND a NAILED TO SUPPORT OR 1 a'X16" LVL SOH3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW _ SCALE: 2" = 1'-0" CONN.TO OF NEWEL PER CONT'. a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT .TO )ISTS) NAILED AND > TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BdOCKING 2X STRING6 PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \D OR 2X BLOCKING 3F�D RIStT / VARIE ECTI ON VIEW "H" SCALE: 1" = 1'-0" 0 X- 0Ya_+ C' 0� Q. -0 (771Lo y �q N-5 ZIJ i f C6 �/ G 0 O as a>c% °U) •� �.4P��Ci�'@i�fyY�Q CSE�,jf�x"�F' r 4 e, FL .......... To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E Q O N 8 V y 00 (L) N_Q 0 a0 KI Lo �: M Q ca W W LL Z - a 2 t0 13 Y oY (0 N W 02 W °' m J Z co M Z Q r Z N OU � o W El El z N M O O co z � N z o � J fl_ � U) M N z � QJ LU � U Uj g cn \/NFU' W J _� ® t c N � ¢ N 0 0 co W M M o z < IL E z� Zo � ECU oa W K I — KO14 ¢a �O °oQ O E N ¢z a wz r :3Q) '0 z a� Jo 1211 n �LL a mW 00� cC� gl �0 a 0 3 0 T > d. T y rn c� — 4 C7 c6 ,I— (M0 �`� r p o to O 00 IT— EM04 O _=3 0 CD T v1 . -) J 00 Q In r E o z C m a E °-' 0 -j ¢ 00 G JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. ST tsa i i I :f 1, il'1�R �► *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING a 2X4 BLOCKING a BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. , A WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.-7 CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a�EXTERIOR WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O I O O O I SPLICE O I O O O Z_p" SPLICE BEYOND 10 PART. ELEV. VIEW DBL. KO. BLOCK MIN. MIN. TYP. o a a 24" MIN. (2) 2x8 P.T. ATTACHED 1'-0" TYP. O ME (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 1 Od NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —� PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD onrrrr.c+rn me MASONRY SEE PLAN DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"= V-0" M\ 10A Yn=KIA ILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER (SHINGLES) FELT LB 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 ( (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RI FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S STEM AND SEALED PENETRATION AREAS W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES WE STRUCTURAL SHEATHING ATTACHED PER NAILING : SCHEDULE RVARIES W/ OOF SLOPE MASONRY WALL SEE FLOOR MIN. 2x4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) -1'x3" INFO. TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE —STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 1 Od TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. ORD BRG. FLO ST i PRE-ENGINEERE DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) U 8" CONC. BLOCK (TYP.) PER UL905 z =I �a 1x P.T. BASE NAILER ,`o a Ng 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) Ir (4) #5 CONT. STD. 90° HOOK ON 3" CHAIR 8" Z'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"= V-0" FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS, CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� SEE PLAN TOP OF PLATE -TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN TOP OF WIN�W WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL R'd �. 't R1 LO X LD C (\a i 9E o (faa - = 7z" u v `` It a EL 402 111. OW `/ . N - — ,cr • I � n o N� e ` F L, 0° 4�' dj�f`fCftdG� I l l Ittatckko To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 5�� Q W N Nco Lo8 AIM c'ntiI� M '7 22Ss ik 't Q C -_ 5 LL W 0 JLL� 5 a uj Z L °' O 5 O W N o � �O_jO' m w Z co N Z ¢ � IL Z N OU < W ❑ ❑ V M z N a m N z o � -o Q J M z c� _ a--+ co n3 �O c N c'6 U r— s z U o I N 0 sm o w M J Nz o < E E Q oo w Z 0® a CU OU I— rd o E K p4 az 0 UU 001 N (B I— a .o aZ w Z �J .�.. L co < O Y Nm m 0 0, aW <� zZ 0- T 2� g Z0 a mw = U Q& H ;_ ,r O V wa za a 03 o r e >� c� ,-- 0 c6 E M c O r co N_ rrc'� o o oTo E Ch o CD 1 rn Q LO 00 ,— O o z cc z v; E a Ef U Q p JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) 4 SEALANT JOINT NDOWBU WINDOCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME p' WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 73) CLADDING AND WINDOW FRAME SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL, SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -I DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 8 z WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SELF -ADHERED FLASHING � 2 SEAL TOPS OF JOISTS g UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM 1'-4" PER PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-r" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER -- SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. YWIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR %" other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied _ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 =-- inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 'b d ' S f 0703 1 building appendages In a manner to meet the requirements of the exteror all envelope as descrl a In ec Ion R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 j wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 �2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed' drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be FLASHING JAMB &HEAD THROUGH SELF -ADHERED g, pp g y g, y g FLASHING, SEE FLASHING SELF -ADHERED FLASHIN applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with, the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" READ ESVEASSH EASE PAPER TOwPl°S� contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings.. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings > 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 <> subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t 6 7.7.At built-in putters. :LF-ADHERED FLASHING XCH ,HERED FLASHING 2 14 5 1 FOUNDATION WEEP SCREED - 11 I I l l STRIP OF SAF DRAINAGE PLANE WRB I I I BOND BREAK WRB = SF LATH I II WRAP DP WRB ONTO THE VERTICAL I I SURFACE TO TOP OF I FLANGE AS AN AIR 1= II BARRIER I I I I 3-1/2" INCH FLANGE I I F___________________ tl z g 1 CL I I Cr ^� ~� THIS GAP IS A RESULT OF Lu PLASTER STOP NATURAL SHRINKAGE. �_ _ _ _ _ _ _ DO NOT SEAL. W CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC Lu ACCESSORY LU o q rn SOFFIT/CANTILEVER a er esls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB','PLYWOOD, DENSGLASS� STRUCTURAL FRAMING I STRUCTURAL SHEATHING STRIP OF SAF - - - - - - - - DRAINAGE PLANE WRB I i BOND BREAK WRB I SF LATH r ER STOP--------_-- A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all J� - �. '' 0 0u Lo CAI ) (L) _ r} q� 0 a w_� ( c- till J 6b j > 42 W ,..1 CV 0 CV rn O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal W g v E a 0 v O Lo y ID m C s 50 N N_ V) inr-tia F # M Q ej Cl) v J W C -1 W j LL u: o_ 13 0 Z -a a 2, O I� '5 MN(O C, Z IL W LLU rn T Co L4 Lo N O < J � �n N O O U W ❑11 M Z N Cl) o g Z pip ¢N CL n E3 N Z v � o 4-+ •U LU o .W 0 LLJ o to N �V) 6_15 c_ E t 3 3: C_ .. _� 63 I 0CD ®0 m �ZM M z ¢ 0o Z < 05. go Zo Qn �e E cu V �- �_ a na U O O E O. C-4 p �z 0 o< rrz wz ! L < 0 m 2 U.7.) c mo 0, Z rz Z 200 Cn w ZZ all Q E a �w C D O W F � 0 a o T >� ui rn ME „- U) c6 T- E M Cfl O T CO /.� O _ clef 0- 0 0 _ im CAO E coF=- � O o ILn �QC5 06 ; � If) r 6 W � C) o Z Z E (D a E U 0 a m d JOB NO: 22-05628-05621 SCALE : AS NOTED SHEET NO. W P inF WWW 11 Mounting Brackets (10 Gauge6 4-112'x 4-1 f2' x 2-1 r Sack Cross support ' (May be cut to qW} Ste Anf-hor 172 Tla. A325 (Ty p') statket o6wilige) -Z#14 self. --Drilling Screws A/C klirdt to[tom Edge Washers T Front Dross Support Self-locking Nuts {May becuttoW), Left Bracket 16Gau � }#145e1f-Dr11149-54etAiSThrttBradtS Sack Cross Support Into AfC tlnit 84rorn Side (Typical: 3 each side for hurricane use) iN [IfORMATIM Stam:nc�-uiar�daticia :nannaa.m, a. troianr}csi zrah e-6 41urlsram.Air Rwr- =Sled DAMIii .VAJllaffle rrp61111 toliftei3L Florida Department of Business & Professional Regulation P".1 oil Building Codes and Standards 21p 2o21, Product Approval Application Detail S340 Endtrur, a rAo PwKSna pots Type Version Wainufamrer coryaol Enigmer& Lken s, Validated M yaMM d %*,[had FSC Atmroyal Ap"ovis eta. ARiiirielwn 2020 Shed Vent Product% Inc, Wheat Grehem Hermes:F, No-ara P.E_Looks Bonnie. P.E, 17J1e12020 12ne2020 1228/2020.. Approved Cae Z8tructiral Components (877)441-8368 PE-7-17;8 (334)300-1800 SbCategoM Products Introduced -a Rtsuitof- Info(Dsmanventcan N_Te hrii VY Cmpllance Method; E.L,lien Repot torn -a Rodda Registered Architect ors Licensed Florida produuiii- Professional Engineer - rl#S372ta _ __ kuality AssU cant AblirW ad for tl" pproV9d A for Use rmD9U 1 Design Sw tr. PrnduG MadY. Numhar or Name Product DescrbNan CnnlraerE[olratipn 0A. 1, HV Z Outside HYHZ $,-j�gt Pussy(}, i SmadVent:Model#154Q510 Dual Functim Flood and Ventilation:VeM 72r31rz023. Yes Yes NJA .1001100 2 S ariVent Modal C540-511 Dual Function Flood end Wni0ation V-t 12J31Y2023 Yes: Yes NIA •"100100 3 SnanVem Model #1540.520 beulated Flood V � 12+312023 .ant Yes Y es NIA -10DF100' 4 SmadVent Model 1540.521 # Insaated FlogdV t 1213d2423 rn Y eg Yes NIA e1001.100 5 SmartVem Model a1540-524 165qutl; Garage Door Flood Vint 12r31/2W Yes Yes NIA NJA 6: Sm rlVent Model#1540-570 Wood Well tasted Food Vent 1261)20215 Yes Yes WA +10DF1o0 7 FinadVent Model #1540�94 14:511,qutl Garage. hoar Flood Vent IMI/2023 Yes Yes N/A NJA Florida Department of Business $ Professional Regulation Budding Codes and Standards. Product Approval Application Detail Page 1 oil 1h82021 2111 9&M ELg a gets &iP Data per"And TM Y-toin Manufacturer cohlact Enuinw&Llcshse YalldewW validated suhiditled )11CApo'uval Aooravad Mathis Revision 2020 Drexel Metals. Ipb, Jason Shumate Zachary B. Frost Lwke'Ba:rclen P.E. 06n 0rz020 06/09r204 0812MO20 10/13r7A20. ApproMd. Category; Roofing '(502) 303-1511 PF-74021 (Mil) 300 le)0 SUbCa r gory: Metal Roofing lshumeteed-imit.com Ear ee Modred: Evalttatwn o l from a r1P h Rep- Fl Fl dared chi or. Lirensetl Frond : wida Regl Ar tect o a roressiona Engineer f 1i879-RB ft w is �ua111v Assurance Apm'oved for use. Apens"dfor Use Imoect e n #. Product ModN. Number or Narne Product Desarlpdon co trail expiration Data In outside HYHZ Resistant pressure 1 Drexel Melel RocFmg Sylams DMG100N8, De1C"150.55; QMC'1755. DMC 200& 12131/2024 Yes No NIA +omaq DMC 5V Florida Department of Business & Professional Regulation page 2 of 4 Building Codes and: Standards 1n5(022 Product Approval Application Detail Cbtle - Entdu er j)gg;' r Date Pending fj q: T-0 Version Manufacturer Contact Ertoirreer&License-: Validated By Vall ated Sutmrttted FBC.:Aoproval AooreVed Status Raviskon 2020 Therma-Tru Corporation Steve Jaspwson' LyndonF. SMmidt, P.E Ryan J.. King, P,E, 04115(2021 12F3112020 0422Y2021 06)082021 Approved Category: Exterior: Doors (800)•943-7626 PE-434W (815)767-eSS5 Subcategory: Svwnging Exterior Door Assemblies• s'- .co J peran@iherrnetra' Compliance Method: Evaluation Reportfrom a m Florida Registered.Archtector a Licensed Florida Profess i nal Engineer - Qu@IItVAssurence .Aoprowd rd•t1Se Appirowd for Ilse impact Design Seat PrgductModel. Number sir Name Product Doscndtion Contract Exeiredon Dale -i- HVHZ Outside r4VHZ Resistant. Pressure 1. a. Thanna-Tin Fiber-Classicand Smooth -Star Nominal 68439;68quoklmpacAquo; Opaque 12/31/2022 Composite Edge FiberglassSmgle Door No Yes Yes WA 2 b. Theme-Tru Fiber -Classic and Smooth -Star (InwrigfOidswy5g, X mnfiguration)i Nominal 5&p39;88quokl'mpaci&quot Opaque 121312022. Composite Edge Fiberglass Single Doorwith' No Yes Yes NIA 3 oTherma Tru Fiber -Classic andSmooth�tar Sdalite(s)Qnswing/Outsvnng XO OXor OXO oonfi uraiion¢ 9 ) I 8 of a e 1213112022` Nominal 6&#398&goof mpapt qa Op qu _ Composite Edge: Fiberglass Doube Door v th or XX No. Yes Yea NA 4 d. Therma-Tru Fitter-Classlcand Smooth -Star withoutSdelRe5-(Inswirlgl0ubvnng: or OXXO .configurations) Nominal 88090 Opaque IW312022 Composite Edge Ffbergass Sn?9la Door- No Yes Yes WA 5 e.-Therma-Tru Frper�_lassia and Smooth-SUr .ko-tilrpadin&quot (Insv4ng/Outswing, X mnfiguragoty Nominal68#390 &quotlmpact&ggoti Opaqque 12131I2022: Composite Edge Fbergi21 Skgle0oorwah Sdel le(s) (I nsynngJOutsAng, XO OX or OXO No Yes Yes WA 6 f. Therma-Tru Fiber-Classidand Smooth-Starm -&q cpnN urailons 9 1 I No Ina 8& g0 uotl c u ue 123112022 I #3 sit ! t8q OT With Composite EdgeFberglass Double Door with or 6e OXXO No Yes Yes NIA 7 g. Therma-Tru Fiber -Classic and-Smoom-Star withoutSWehtes;,,-jlnsvnng/Outsvring; XX configurations) Nominal 68#39;8 &quotlmpact8quot Glazed 1213WO22 Composite Edge FberglassSingle Door - No Yes Yes WA 8 - r c nd m _ r h. Tharna-Tru Flbe -Gass-, a S ooth-5ta (InswrnglOufavaing,Xconfigurahan) 1 131 022 Nominal 39.8 ua I act8 ilgt Glazed 2. 2 fi&X &q k cop q Composite Edge Fiberglass Single Door with. Nei Yes Yes NIA 9 i. Therma-Tru Fitier-Claasic And.SmoothStar adelse(s) dnsW ng/butsvengrXO. OX' r OXO Wnfguratlons) Nominal ltl:r;e &quoklmpack8gddk Grazed 12131121022 3 mpoaitafdge Fi berglassD xa Door vatflor de OXXO 'tho No - Yes Yes NIA 10 J. Therma-Tru Fiber -Classic and Smoeth-Star va ut Sider I JOut5w1 XXor Irisvnn n ( 9 g configuratlns) Nominal 6&#39,0 B,quotlrripact&quot; Glazed e2n1f2022 Edge Single Door No Yea Yes NIA i t k Therma Tru Fiber=Ctasaicand smooth -Star _Composite will-,! X wriss llnsvdngfOutswing; X mnhguro8on) Nominal 8&#39,0&quotl-mpact&quat Glazed 1213l/2022- Composite Edge Flhergless Single Door with OXO No - Yes Yes .NIA:- 12 I.Therma-Tru Fiber-Classle and Smooth -Star $Idel ae(� d nsrn nglOu[sen�- XO OXa confgurabonc) Nominal8&089;08quokimpact&quot Glazed 1213112022 Composite Edge Fiberglass Double Dodrvuth or No Yes Yes WA 13 m. Therma-Tru Flber-Classic and Smooth -Star without Sidehte , (InswinglOutswing: XX or OXXO aanfigumtions) Nominal 664'39.8 &quot (mpai t&quot Glazed Molded 12t3112022 Open Composite: Edge Fiberglass Single Door No Yes Yes WA 14 n. ThsmnTru Fiber-C12ssic and Smooth Star (1 nsAngfoutswing,. Xmnfiguration) Nominal 690398&gnotirnpactliquot Glazed Molded! 1X3112022 Open Composite Edge Flberg,1rSingle Door with No Yes Yes WA 15 o. Therrmi Fiber-Classlo aril Smooth -Star Glazed Molded Open Sidelites) (I nswirgioutswrng; XO OX or OXO configurations) Nominal6&#39;8 &guoklrnpact&quct, Glazed Molded 12131/2022 Open Composite Edge Fiberglass Double;Odo-vith No Yes Yes N/A to jr. Th.-Fitter-pass, and 8-th-Star or without Glazed Molded Open skwites (IrisvnnglOuirwvgi XXar,OXXO Configurations) Nominal 6&#39;88quat;impact&quot' Opaque 12131/2022 Composite Edge Fiberglass Single Door will Molded No Yes Yes WA 17 q. Therma-.Tin Fiber -Classic and -Smooth Star Open Sidoite(s) (InsmnglOtiUvang-XO OXror,OXO oonfigurattons) - Nominal 6&#99;6&quotimpact&.quot Opaque 12I31I3022 No Yes Yes NIA Florida Departhnerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page f oil Iro/2oz1 Q Emit, , o: 20 �e Date Pending JI& Typg Version. MantrIs er contact" &iameer's Licenser. Validated try Validated Submitted FEC Approval ADIKOVO4 St rs. Re+heim 2020 P,GTlnd.*I" Jens Rosowakl NApn+oide SCCO CrR MIpml-Dade BCCO-VAL 1111MN 10Y28J2020 1124/2020 ApPtwe4 Category'. Exterior Doors (941)486,0100 - J786)313-259a - SubCisgory. Sildirig Exterior Door Assemhres lrxnwsM@P9tineustnes:, Compliance Method Ce l"lwn m9o, or Using om ProductMgdd. Numberor He.. . Product 13-rietion 9' 9G0,5570 (L'arge Misa(le lmpactj Vinyl Silding 31-Do., Rashiant. Pressure Yes IVA o Category'Sub teg ry Manufacturer ManP Product a rt ti n' - A royal Number PP � � Test Pressures Ex . Date P 1, EXTERIOR DOORS AY S'�J'IiGIi�G' Them�aTru AC Fiber -Classic en+� c�o#t� S#ar (NON -IMPACT) F 4 L��9 1.1 �?�+�1-��, psi I 1� 31d20 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0 +67.0/-67.0 psi 12/31/2022 ThrermaTru Filer -Classic and Smooth- #arOMPACT) FL20470 +80.0/-30.0 psf 12/31/202 B. SLIDING MI Windows and Donors Series 420 FL15332.1 - FL15332a5 +40.0I40 0 psi'' 12/3112024 PGT Series) 5570 NOA 21-0205.03 +38J1-38.7 psi 4/14/202 C. SECTIONAL Wayne -Dalton s 8000/81 O 8200 #1105 8 Seine O. � � 7C7'� F L8 48.3 2 +31 O1-3560 f ps 1 2/31 /2023 Wayne -Dalton Series 8000/8100/8200 #1123 161X1 FL8248.10 +30,01-3 . f 12/31/202 Wayne -Dalton 'e 0001 018200 1 24 18 Sens $ 810 # 1 � � L8 F 48.11' + - 34�413`Br3 ps 1213112023 D. METAL LOUVERED RS Curries r DiV,sl nn f AA Gf Inc 807,70? 727a 747;and 847 Single 8Pairs of Doors-FL11537.1 N/A see inst sh# 12/31/2025 2. WINDOW A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-+ 0.0 psf 10i8i2023 PGT Series 5500 FL239.2 N/A 7/30i2025 B. HORIZONTAL SLiDER Mi Windows and Doors Series 188 FL15351.1 +55.01-55.0 psi 2/1612024 C. FIXED M 1 Windo s . and Doors Series 185' F L15349.1 +60.0/-80.0 psf 41312023. PGT Series 5520 FL2415 NIA 4/30/2025 D. MULLION Mi Windows and Doors Series 5754 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding p .p g p 9 FL13192.1 - FL13192,2 As SIDING A 12131I2023 B. SOFFITS AIstde Solid and Vented `offit FL15272,1 - FL152722 + 5,01- 5.0 # 1213112023 Alpha Aluminum, Inc. Soli. n Vented Aluminum Soffit d and FL16544 R5 54a.21 54,2 f 7/3012023 C. OTHER 4e ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Rood 151b Felt Underlayment FL12328 NIA 8I2912023 PIY9lass USA 1c. (for Tile R PGLYSiCK TU MAX FL5259 NtA 12/23/2023 C. ROOFING FASTENERS NOT USED L�, ROOF �W'IENTLATt�1�3 Thorn S+t�n Arch Metal Coco p P O Ridge Vents 1i Ri '� n s 9 F L1 �6�918.1 - FL1691 8 4 '{ I�1P'A 9 9/20 6 ! 2 Florida Metal Products, inc Vent RV10 FL2158003 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL1`7202.1 +97, 51-97x5 psf 12/10/2025 E. ROOFING TILES Borai Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N1A 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSf DMC 150SS1 DMC 175S, DMC 200S, DMC 5V FL17+679.1- +O1-180 12/31/2025 5. SHUTTERS; A. STORM PANELS Global Protect lon Products GalvanizedSteel Storm Panels FL15076.1- FL15076.2 NIA 12/31/2022 All American Shutters 8Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/. ANCHORS USP Structural Conn. o n see chart Simpson Strong -Tie see chart B, TRUSS PLATES iT?Building-Components.. Aipine Truss Plates FL1999J1 - FL1999,4 NIA 12/ 1/2024 M iTek industries, inc. Truss Plates F L2197y 1 - FL2197, 5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board LV PSL LSL 1 Lr FL5527z1 - FL5527i5 NIA 3/31/2023 IAL D. MATERIAL Cast -Crete Co High Strength Concrete Lintels g g FL158.1 NIA 5121/2022 Commercial Concrete Products, Inc.High Strength Concrete Lintels FL 774 NIA 5/25/2024 Florida Department of Business& Professional Regulation pager of Building Codes and Standards 1f25012 Product Approval Application' Detail Code., 1i .QEtli• Date. [late Pendkna fig;' Twe Version. ManufactUrer Contact Engineer &License.- Validated .Bv validated Submitted rgq Aboro.yal Approved Sladu. Revision- 2020 Therma-Tru Corporation Steve.Jaspersnn Lyndon F. Schmidt FkE Ryan:A King,: P.E_ 07/23/2020 07112F2020 07/29/2020 10I1312020 Approved Category: Exterior Doors - (800) 843-7628- PE-43409 ISIS) 767-6555 - SubCategory: Swirgi ng Fxteribr Door Assemblies siaspersonCtherrnatru co Compliance Method: Evaluabon RepOrt1nim:a in Florida Registered Archkect ora Licensed Florida Profeaslonal Engineer - C3uaIiNAssurance Aoorovedfor.Use Arrorovedfor Use Impact. Desion.. Seo:It Prod get Model. Mum bar or Name: Product Description ContraotExpiratlon.bate In 14VHZ: (OUtelde:HVHR :Resistant Pressure 1 a, Therms-Tru Fiber -Classic and5nwoth-Star: Nominal 8&#39 8 &quo[ Impact&quot Opaque 1213112022 Composite Edge Fiberglass Single Door Yes Yes. Yes WA 2 b.Therma-Tru Rber-Classic.and Smooth -Star (Inswnrg/Outslnnngr,X conhgura4gnj Nominal S&#3g:88quotlmpact8quot Opaque f213112022 Composite Edge' Fiberglass Single QuorWth Yes, 'Yes, Yea NIA 3 o-Thavrr*-Tru FPoer Classic and Splboth-Staf. SidolketsaXO. ORor0)* contguratlon9) _ Ngminal 6900g8'&quctlnrpact&;quot:1Opaque 121Bif2022 Composite'Edge Fiberglass Double Door vvth or Yes Yea-, 'Yee WA 4 d. Therma-Tru Fiber-Classk and Sniocth-Star wlthout5idelites.(invoMlilOutawing XX or OXXO eontiquretlans) Nomina1887R39,0 &quoE lmpact&quot, Opaque I Z3112022 Composite Edge Fiberglass Single Door Yes yea Yes NJA 5 e. Therma-Tru Fiber-Glassicand Smooth-Slar - (1 nshir�gl0utavnno; X configuration) Nomnel8&#39,08queklmpad&goof Qpaque 12J3112022 Compdsite Edge Fiberglass Single Door with oadellte(s) OX 'Yes. Yes, Yes WA 6 f.:Therma-Tru Fiber-Classlc and. S -fil'Star (IneMngldulswing )(0, or OXO configurations).. Nomlhal8&#39,0,8qud;lmpact&quot Opaque 12I311P022 Composite Edge Fiberglass Double Door with or Yes, "Yes Yes NIA 7 g.Therma-Tru Fiber-Classloand Smooth -Star without Sdelites.(InsWJ*Outsw ng, XX or,=6 cortfigynet ohs) Nominal 6&#99;8:8gUOYlrllpad&quo4: Qued UJ3112022 Composite EdgeFibaglass Singled Door Yes: Yale Yes- N1A 8 h. Therma-Tru Fiber-Clmslo and Smooth -Star - (Insw1ng10uh,Wing; Xconfiguratlpn) Nominal 8&#$9:8 &quo[ impact&quop Glazed 1 V3112022 Composde Edge Fiberglass Single Doarvft )(0, Yes Yee Yes WA R iTherrmsJru Fiber=Classieandsmooth-Sgur Sidelite{s) {Inswing/OutsW ng; OX or OXO configurations) Nammal88#39:8;&qum.Impact8;quof, tslazed. 12131/2022 Compbane Edge Fiberglass Double Opgr with or`. StdelNee OXXO Yeas, Yes, Yes NIA TO ) Therma-Tru Fiber-Classio and Smodth-STa - wlthodt flhewIng/OutsoMig XX oe gonflguratlons), Nominal 8&#3A,O.Squoklmpace5quot- aced 12AV2022' CompositeEdge Fiberglass,Single Door Yea.: Yes, Yes. NIA 11 k. The niiTru Fiber�Clbssic and ShioolhStor - - (Insu40 i wing-, X cenfigurof h) Nominal &&#3910 84uotimpacmquot Glazed:- 12t312022. Cgmposhe.EdgeFiberglass single DbarWin, Yes: Yes:. Yes- WA 12 1;71herma-Tru Fiber-Classc, and Smooth -star Sidelde(s) (Inswingl0irtsmng, XO, OX or OXO. configurations) Niimmal8&09;08quoklmpagt&quot .Glazed 12/31/2022 Com 1.eEdge Fiberglass Double Door with or Sidehtes XX =0 Yes -Yes Yes WA 13 m. Tnemla-Tru Fiber -Classic and Smooal-Srar without (Ins0n00ut,;Ang, or configurations): Nominal 6&439;8-8quot Irllpact&quot; Opaque 12nIf2022 Composite Edge Fiberglass Single Door with Yes- Yes- Yes NIA - 14 n. Therma-Tru Fiber-Classk, and Smooth -Star &goof;Idon-Irrgraat&quot-Sidelita(s) pnsWng(0uwvYng; XO QX vrOXO configurations) Nominal 68#39;8 8gtwklmpect&goof Opaque 1213112022 :Composite Edge Fiberglass Double Doorwth Skdefites(InswriglOutsw Yes Yes Yes WA 1.. 5 ' a, Therma-Tru Fbor-Classip and SihootYrStarl &quokNondmpad&quol ng; OXXQ configuratia Nominal 8&#39 p s ) quotlrnpadt&poop Opaque 12I3112022 Composite Edge Fiberglass Single Door With Yes, Yes 'Yes N!A le p, Therma Tru Fiber -Classic and Smooth -Star 8quo),Non-Impap&goof $delita(s) Nominal l884"9,0 Xol;Jm OXOdontipiqueons),- (Intwn utswi 8quoklmpapt&pool Opaqua 121312022 Composile Edge Fiberglass DoUnie rigor rhthi'. Yas. Yes- Yes WA 17 q. Them.-Tru Fber-Classic and Snoot"tar &qI Non-Impabi&qugt Sidehtes(InsMrg/Outslnng,: OXXO configuration) - Nom del 6&#39 9 &qum Non-lmpacIAquot, Opaque; 12JSV2022 Composite Edge Fiberglass Single Door Yea Yes: No WA 1.8 r, Therma-Tru Fiber -Classic and S iooth-Star (I nsWrlg/Outswkng; Xoonhgurat ore) Nominal a&#39:B &qum Non IrnpactU9ot Opaque, t313t/2m Composite.Edge Fkbergldiss Single Doorvelth XO, 'Yes: Yes No WA tg s;Therma-Tru Fiber -Classic end Smoo{h-Star Sdelte(s) (InwevingtOutswing, OX or OXO configurations) - Nominal 6&#3968quot Non-1 mpac*uot Opaque IM112022 Composite Edge.Fiberglass Double Door With or without Sldelites Yes Yes No WA 20 t Therma-Tru Fiber -Classic and Smooth Star - (InWng/Outwfing, XX or:OXX6 configurations)' .Nominal 8&#3s0,aquotNon-Impa6t&quot Opaque, I V3112022 Comwaiti Edge Fiberglass Single Door Yes Yes, No WA 21 - u.Therma-Tru Fiber-Classicrends-thSter - (1 nswingfOutswnrg; X configuration) Nominal8#9&buotN6n-lm oouo Opaque In/2022 CompositeEe'Fiertlass SinleDr Wth Yes Yes No WA 22 v. ThormaTru Fiber -Classic and 9mdoth-St., i ., ... Sdebe(ai XG ' OXor OXO`` =cor)ryauraeons) Noon del 8&#99 08 oat Ion " d8 not 0 a 12131f`1022 q ..Non , pa 9 ,, p que. C Ctrrrl'posita Edga Fiberglass Onubiq Diiorvn h or Yes. Yes No WA. 23- w, Therm@ Tru Fiber-Glassicand Smooth -Star - houtSl sites Iris IQuWwin" XXdr OXXO a ( w i configurations) Nominal 08#39;8 &quot,Non-ImpadBquvt; Glazed 1213112022 Composite Edge Fiberglass Single Door - ' Yas' Yes No tiro 24. x-Therma Tru fiber-Clasalq and Smooth -Star (Inswelg%OUteWI 8:&quot.Non-Impad&quot; Glazed iP/31f2022 Nominal a&#G; '.6 6X oon on-Innpa ,Composite Edge Fiiberglam Single Doorwith XQ,OXar OXO' , . Yes Yes No WA 25'. y-Tnerm¢Tru Fiper-Gasslcaroi Smorith-Star - ;Side)lee{s)(IwAngJCKi6Ang cohfigutations) Nominal 6&#398&q1jotNon4mpact8.quot Glazed 12131/2022 Composite Edge.Fl berglass Double Door Witt or Sidelites XX OXXO Yes. Yes No WA 26 z. Therma Tru Fiber -Classic antl Smooth-S;el without (Insning/Oufswing, or configuratons) Nominal 8"39;08quokNon-lmpaetUpoc Glazed 12/3l=2- Composite Edge Fiberglass Seigle Door Yes Yes No WA 27 za Therma-Tru Ffbor-Classic and Smooth -Star (I n sv4ng/OutsWing;. X collfigurabon) Nominal 8&#39,08quctPlarl ImpadBquot: Grated 12/3112022' Composite Edge Fiherglass Single Door with - 'Yes Yes No WA 28 zb: Therma-Tin Fiber -Classic .and -Smooth-Star S cielke(s) Qnswrngnubwong, XO OXor bonfguratwns) - Nominal 8&439,0&quot,Non lmpe0aquol; Glazed 12731/2042 yes. Yes- No WA Quallly Acsuranee Aobroved ror us, Jlpnreyed for Us►: Magi. DO" sea :a productModal Number or Name Product Desulbtlen Contrail ExDeatlon Date In HVMZ Oulstda XVN2 R a s ur- 1- SERIE$ 420.ALUMINUM SGD SERIES 420 ALU MINUM SGD OXO 1MI2024, No Yes No NJA W1V1b11d X8 1 1o1NON REINFORCED 2 SERIES 420ALUMINUM: SGD SERIE$420 ALU MINUM SGD C."XO, XX. 12131J2024 No Yes. No WA. 96&qud,x80&quat ,N0fl-REI NFOR£ED 3 SERIES. 420ALUMINUM SGD REINFORCED SERIES 420 ALU MINUM 5GD REIMFDRC ED DXO 12131=24 No Yes No NIA 14f-3144qu.tx96hgpd 4 SERIES 42QALUMINUM SGD REINFORCED SERIES 420 ALU MINVM SGD. REINFORCED CY 12/3112024 No Yes No NJA X0, XX se"llot;x96hquot: 5 BERIE5420ALUMINUM SW REINFORCED_: SERIES 420ALU MIN UM GOD REINFORCED 1213112024 it. Yes No. N/A 1436q1d x96&gilol; Florida Department of Busingse s Professional Regulation P,ya 1 ors Building Codes and Standards 192DZ Product Approval Appc tton Detail - am Erddy or. 2101. IWA pate Pending t)g(g lYa3. Version Mahuraeturer Ehalnser'a License VaildMed ey . ed uallereted wbmm I N Abhroval o 9g8L.X4 Reown 2020 Wayne-044oni-division of0-hudDoor Ovreyne Komish John E. 86ates Jenrey P. Arneson, P,E, iDi122020 tll)M2020 1023IZO20 12M612020 AWr d Corpolailon (3301763-8121 PE51737 (904)8215200. Category: Exterior [loots dkoirlft ivaymre daltm.0 SuhCalegcry- Sectional F-xtarior Door Assemblies on, - Compllaric t Memod::EvMuatim Report from a Florida Registered Architect or a Licensed Fronds kolessinel Engineer ;Guailh Aeauranca Amravadlar Usa Agbravadfed the ranged Rift Ali" Product Model. Numtier or Name.. product D"eriatlon Contract kid.1milon Date. in HYiai. outside HYHZ Rgy(yta 1. Pressure S 60001s1 0010200 Ili105. 9a#39 Mexwlddi 14&#39, M. halght Glaring: 12J312023 No Yea Yes +31150f-35.00 available in top or intennedl4te se4jlcn, 10 $000/81D0182O#1123 9 .... 1"Ilcla Man wish. l4&1pe xh'"lot. Glazi 121312023. Ma Fig rag r Jo' Yeas Yes �3000J 350 avalNble In top or Intennsd,.41 §edlon 1'1 80*8100/8200#1124 i8b,#39' Mex width: 14a. Maxhelg Glazing: - - 121342023. No Yes Yes !34.4808.30 eAhble In tap rnintegnedlate seotipn, Florida Department of Business A Professional Regulation Page i of Buildng Codes and:Standards: 1+'a'2021 Product Approval Application Detail Code amliv, 0.r gale Date pare Parana kra Zym Version Manuracturor contact EnoineerA License Validated W Validated Submt do fiar,Auvraft Atian-d atatus Revision 2020 Curries Division atAADG, Inc,. Tom Finlay UL LLC Troy Bishop. P.E 12*7ot2020 12A112020 1=112020, ARProved cMegOryExlenlor Doors (6411494-2813 i954)947,0880: SubCategoryl Exrenorpoor CCmponents tanrenay@e e easbloy.co r.,.manaara Memgn•r.rnrrel rn. Max[ I l'sainn in AM PraductModel Numhar'pr Name Product Desedotian 1-6077d7.`727, 747757-'T7T,and SOSiingle and P.irsd Flush Glaxed pad Louvered eingle9nd pgrs of Doors hollow metal doors:: In HVH£- Duisid,.. HYHZ NeskWm Prossure Yes Ycg Yes N/A Florida Department of Business & Professional Regulation Page 1 M2 Building Codes and Standards s2nz1 Product' Approval Application Detail C.d. Entityor Dot, Data "Dat0oanding Date JYge. Version. Manufacturer. Come.[ Engineer'&Li,", :Validated By Validated ,sibirtikd 'FM Am -al Approved. RoMsion :21)20 M Windows and froors. Blentslllloger, American Archfteotoral Srewxi 1A Urkh. PE 1111712D20 11117(2A20 112712020.E Approved caregory:,"Oows., alr)365-33g0- Manufacturers Aswoutibn 1717)3V-8454, SubCMegory: Single;Hung, b.orlieramtvd cuer Compliance ttl'etnod: CeriMcemon Mark a Lisfing duality Assdrence Aooravedfortim Awroyed for use � Design Sea.#. Produdt Metier. Notarise or Name :Product DeseNptlon :Cordran Exmraflon Date In HtMZ:. Outardo 14VHZ' Resistant pressure 2` IS$ SH 52X72 FINFlange Frame IGJSG Single Hung, 101042023' No Yes- No a601-60. - - I -meted Gkse N Cn -Cu c- 0 L C=CU . � 0 CnCU O _CZ '^ VJ O 0 O C O _ W 0 _0 U_ 0 co > .� (n CD0 Co Q CL CU C= .- �.0Z/'� VJ Z Z W J �J n 0I 1 ion (ti 1 (3 � i `•.l iSN �a L 91•i H m 0' d e 11 ( E C y p 7 cn CD E W n' W z Cn _ CC O 0 O W U ICU m O \V W W z J z Q J SHEET NO. PA 1.0. Florida Department of Business &, Professional Regulation P.D.6of9 Florida Department of Business & Professional Regulation pager orl Building Codes and Standards 1251I Building Codas and standards 11512071 Product Approval Application Detail Product approval Application Detail Code Ehtity:9 1� j� Date Pending JROMMENEENM 2ok tin itrw Qgtg •fig Dora Pending 941e - juglg yerston Manufacn er G99taot Etia!near &License Validated 8v yalitlatetl Submitted FBC Approval Approved status Revision 2020, Tharma-Tru Corporation Stevee.p... n Lyndon F. ScIT III lt: P. E. Ryan J. King; P.E. '10f0712021 0911EW21 10113=1 IZM5/2021 Approved �. m Manufacturer' •£QnSg44' EngmesrsLcense. Yalldaiep ay.: Validated suxnNtea FISC'ARDFAai pros yShaus - Categgr)+i Exterior Pods (800)843-7628 PE-43409- (813); 767-6555- - - Anianatlon 2020 PGTlndusuas Jens Resarrslri Mand-Dade. E_CCO=CER Miami Dade.8CC0-VAL 11NSi2020 11MV2029 -11f1Itoz4 Approved Subcategory: SWrging Exterior Door Assemblies s}asperson thermatru.ca Catanary:'Wridoirs (841)48 Oil (786) 315-25N compiianoe Method; Evaluation Report from a IF subcategory. angle Hung yosoisnompoindusuldao. Florida`Regiatered Archtect cr a Licensed Florida Cmrpnancamatund. cer9aceuon AGedr a Lrsnne em ' . Professional Erigineer ': ,..; .. ._ _ :. , ;; .-. -: ,,,.. , . _,.No .. , ..,. ... .. _. . r ,,. , ... _.. .. - •. ,.-_Rll , . _ , , , - Lttt2d4G!-RxProditd ...-: , QuaNLv Assurance Approved for Use Approved ,- for IJI impact, -- Design seat Product Modal. Number. or Name Oualdv Assraanc. Product Description Contract Expiration Aacs-drarusa Dar In HVHZ.. Aporovaefor Uv Outslde HVH impact M-Ahal-Pressure. U.1- sea Product Model, Numberor Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 RHs300 (large P.O. Impact) Vinyl st"I Hung Venda» 0713072025', Yes Yes Yes' NJA 1 a Thermal Fiber -Classic and Smor th-Star - Nomiml6&4398&grlot;Non-ImpaO Squct Opaque 1213lf2022 Composts Edge Flber2lose Single Door No Yes Na. N/A. 2 b. Therms-Tru Flber-Classic and Smooth -Star (IngwingfDuhsrimg Xtnnfiguration) Nominal 603SO ilquot;Non-lmpact&quot Opaque I2131i2022 Composite Edge Fiberglass Single Door with Sidelde(s) - No Yes NO NIA: - - - - 3 o:Therma-TN Fber.Classicand Smooth -Star (InsvngfOuteWrsg XO, OX or OXO figurations) Nommal 5&# 9;8&quotr1on-I'moad&quoF Opaque 1'213312022 Fiberglass composite Edge Doubts Door Win or No Yes No. WA 4 d. Therma-TN Fiber -Classic and Smooth -Star without Sidelitds (I nswing/0utemng;. XXw OJCXO conrgurem-lis) - Nominal 7&139;0'&quctlion-Imtpact&quot Opaque 1213112022 Composite Edge Fiberglass' Single Door No Yes No WA - 5 e- Therma-TN Fiber -Classic and Smooth -Star (InswirWOutswing, X configuratxintj Nominal I 7039�,d &qua, Non-.Impact&quot; Opaque 12/31f2022 Composite Edge Fiberglass Single Door with No Yes No NIA 6 I. Therma-Tru Flber-Classic and Smooth -Star 5rdelrte(s) {Ins inglOutswng; XO, OX or OXO configurations) Nominal Ht3#39;08quotNon-lmpad&quot;:Opaque 12/3172022 No Yes No NIA Florida Depd[grlerd of Business & Professional Regulation pages a Composite Edge Flbergiass5ingle Door : Building Codes and Standards 11520z1 7 g. ThermaTru Fiber -Chassis: and smooth -Star (inawng(,Outswirg, X wntigural Nominal 8&09;0&quotNon-Impact8quok Opaque 12131/2022 No Yes No NIA Composts Edge Fiborglass:3ingle Door w ith Sldelde(s) QnswinglOutswing; XO; OXorOXO rodUCt PApproval Application Detail oonfigurationsj -" - 8 h. Themra-Tru Fiber -Classic and Smooth -Star NOnmAral-8&#3g;Q&quot;Non-lmpact&quot Opaque IW1/2022 Ni. Yes No NIA Composite. Edge Flberglass Double Door with or Sborsas cede - >:u4N or Bet& to Data Paneled :n" Method ilnsw,ing10ut5w4ng, XX.orOXXp opnfiguradorts) jypg . Metal @anufaelurar Carlract EylgMear As License ValMatadBv yatlaatdd FBC Aovmval:: status 9 ' - � Fiber -Classic c and Sm+io r ThermaTruPl. er lass! thSta al #39 8 not No' a - ' u ' Glazed 1 ! 3022 Nominal BS .. ... n-Imp ct&q. ot. ,2,31t 84 FJo Yea N o 'NIA Afhmn a ion t 20 2p., PGTinduariea:: - Jens Rosati-1i= Miami -Dais SCCD-C R ell-Oa'o aCCD-VAL d E has d.. _ ...,. :._'.. 5 00 11 M i 1A7 2 2 rU5 20 1%/11 2020 -. /20 r... APP a±ad:: ,.. .. .:. ., GomposR9 Edge Fiberglass Single Door C¢togpry:"IUNn&osys. .. (g47)48GU100I (788) 315-2590' - ,... :. -.. (inswtnglOuts'wing, X configu anion) IZZatertY39;8&quotNon-lmpacrdquot:,Glazed subcategory: Fixed )reso.wski_�pgtindusmes:o 10 jTherma'-Tru Fiber-Glasso2nd Smooh-Star IW3112022 e to No Yes No: NIA compliance Well Cedifechavi Mark ce Listing om - -- - EFiberglassSingle-Doc with Dom tl Edger Pos.. 9. Sldeiite s 7nsW !swan XO OX or Dxo {) ( rglOu g. t�2 ! 43 .,,.. :R :,Praducta t4 ...; .. ,..,� -, :..:,. .. `: `-" - :,� ,. ,. ' ,_. ,,, ' _ ...,.... ,. „ ....,..__ _ .., ,. .,, ,,r ,.,..I. .,,t ,., ... ,.r_ ., , ,., , ,. ::: r' .,, , .. ...,, , . , f ,v , t ,,.. , 11 kTherrna-Flu Fiber -Classic and Smooth -Star T m used ns 0 Nomrctal "B8#39'8$ uo Non-.lm Glazed 12I9112022 'sib Yes No N/A awlav Assrsarsu Aooravm roe Usa Adoray.a tortrsa inroad: per} Goo Edge Fiberglass DoubleawDonor O or ES38.. Product M.M.Number Names- Prodrtcf Description contract Ezut atipn r Date > .. Cupid. HVHZ " i+,iit,aJt Sldeiftes (InSwingfOutsnnng;,XX:or OXXO ut Sid 5. PUv552d:iLarge Mladle Impsefl Vinyl F?sad Mlndoiv 04e302025 Yes Yes `7es: MIA -:N/A 12 LTherma-Tru Fitter-Classioand Smooth -Star conligurabgns) Nominal 7&#39;0&quotNon-1 mpact&I Glazed 1221-M022 Composite Edge Fibwglaw,SingleDppr No Yes No. NIA. 13 m.Therma-Tru Filrer-Classicand Smooth -Star (Insrnn�fOutswing Xoctdlguration) Nomnal7Z=M;0&quot Nor-lmpacaclud; Glazed 12131I2022 Composite Edge Fiberglass Sing le Door with Sidelde(s) No Yes No NIA 14 n.Therma-7ru Flber-Classic and Smooth -Star (InswnglOutsw rI X0, OX Or configurations) Nonfmal 8&039;O&quet;Nan-I mpad&quot. Glazed 12/3112022 Composite. Edge FlbwglassSingle:Door No Yes No NIA 15 o. Therma-Tat Fiber -Classic and.Smooth-Star (tnsvonglOutswtig, X mnilgurgI Nominal 8&#39;0&quotNon-Impact&qutdt Glazed 12f31I2022 Composite EdgeFiberglass Single Doorwnth No Yes No. NIA - anligurs) dnswingfOutsvnng:IXD; OX OXO cordguranons) Florida Department of Business &Professional Regulation ...:. page iof`1 i6 p. ThennaTru Fiber•Clessic andSmooth-Star Nominal8&#39;0&quot,Non.lmpact&quot Glazed 1213V2022 Composite: Edge Fiberglass bauble Door with or No Yes No. NIA Bolding Codes and Standards, IM12021 iri ttrout alites(I nswingfOut$wmg, XX.OF OXXO configurations) - Product Approval Application Detail 17 q. Therma-Tru Fiber -Classic and Srnogth-Saar Nomatai M439:6 &quotNonrJmpad&qucu Opaque 12a112022 Composite Edge Flberglas.5,5ingle boor with No Yes No NiA 18 r. Therma-Ttu Fiber -Classic and S=oth-Star Transom(InsWt)g/Outswing-OIXwhffl uration) Nominal 0#39;8 &quotNon-impactt&quot Opaque 1=112022 No Yes No NIA - 44dit Entity or � g3 g Da a Peaat gIgI Composite Edge Rbarglass Single.Ooo-ith S'delde(s) and Transom (Inslingfo.il"ng; OIXO_ M= yArniflar, al-flacWler t Enoinsera Ucrosb Valdaled By Validated submite FacAwroval: Apagyal St" OIOX or 0IOXO ceirgurad.re) ReHsiun -2020 James Handle Bulldng:Pradtidsc lac: Chad assets` V. Andrew Tan, John Southard,. P.E. 120 01/0521 12J1412020 01/06R021 dog PBC Appn 19 & Therma Tm Fiber -Classic and Smooth -Star Nommal 6&p38;8 t3quo Nondmioct&quot;'Opaque 126112022 No Yes No NACategory:.: Panel Wells, (909i 545-8352 PE01,662 (352)367-2528_: Composite Edge Fiberglass Sirgle;Daor with Subcategory: Siding ch.dd ksq arn..mr RQ adalife(s) (I nsivingfouiswing-.IXO, Dx a oX0 C6nipliahcs Methodic EvadJatlorrRopan iron, a': ern Continuous Head and SIII antirguratlons) Florida RllaUteredsvchitect or a Licumse I'llinla 20 t ThermaTru Fiber -Classic and Smooth -Star Nominal 88,039;0&quotNon-lmpset&quot; Opaque 1213112022 No Yes No NIA. Prola.mnd Engineer Copp to Edge lase Sin le poor with PPP. dfl Fiberglass 9.. X 3X Sidelt a nawin Outswi-XO O a O e O 0 >N rig._ . -.. _.....:„>., , . , :• , sigh Rtu P pd Ya. ,- .;. ..,.:. , , _. ..- :: -. ;. .,....:. _ ;. .:, , -, ., - '. rim.,= - .-. „ . ,.; 21 u. Themee-Tru Fiber -Classic and.Smooth-Star o Head and configurations),.., ContinuousH I NominalComposite Edge FibrmtNonSngl eDoOrwi'Glazed 12131f2022 GomPosde Edge Fiberglass Single Door with No Yes No N1A Sent ProtlitctModel. Number or Name u GualtyAssurance, Product DesctNlbn contract E,lolratlam Abwovsdroruse: Date gr1P2iT: Approved fortlse outside HVHZ Ill Realsma J"fort Pressure SidedhI (inswi igiOutsvAN; X0.OX or OXO 1- Oamp lurk Lap :Siding fitter-Cemant lap siding 12131F1623. Y. Yes ItUA NIA Continuous Head and Sill configurations) 2 HerdiePlank.LAp Siding lber timer hipaiding 1MWO23: Yes Yes NIA NIA 22 ,Therma-TN Fiber -Classic and Smooth -Star Nominal 6&#39t0&gt4otNon-Im6act8quot. Glazed 1213V2022 Composite Edge Fiberglass Single Door with OXO No Yes No NIA 23 w. Thera -Tru Fiber-Classh-arid Smooth -Star Sidelhe(p) (InstvinglOutevdng,-XO OX or Continuous Head and sill configurations) Nommal 6&,09;8 &quotNon4nipaot&quot Opaque iva112022 Composite Edge Fiberglass Door Panels Ath Vented adelil No Yes No NIA - 24 -x Them1a-Tru Fiber-Classio.and Smooth -Star ((rr*wing/0u*mnq ;XX- XXX or X ,'iX configurations) Nominal 88.#39;0 &quotNon Implact&quot,Opaque 1213112022 Composite Edge Fiberg lass Door Panels with Vented or )OCO( No Yes No NA- 25 y. Theerca Tru F&aer-Classicand Smooth-SYar SYdeIRe(s) (InsvnngtOuteveng;-XX XXX aonfigurztions) Nominal SW9; 8&quotNon-lmpad&quot Glazed 1221/2022 cornosd Ed letr I ss 0odr P eels corm Vented No Yes No N/A Florida Department of Business & Professional Regulation page s oft Building Codes and Standards I52g2t Product Approval ApPlicatfon Detail ' ' � 1 �'� .,yam -`ss" c r s, z • `� ,i' t-`:_ -T.£ ,t� t rfiY � 3' v:,, e ,-,-,­� t ,., -»- ,':11 1. QuffiIty Assurance- :Ancrowtiforuse Approved for Use. t c Design AMA, Protluct Nadi. Number or Name Product Description. CmlractfxoiaFion Dab In HVf TI outside HVHZ assistant Prossurs 1 r11 Fin mliFlenge Frame 73x62 insutal Glass 021182024. N'e. Yes No :-551-55 Florida Department of Business & Professional Regulation . Building Codes and Standards Product Approval Application Detail Page I cf 1 1PN2021 rag niJlllC9C. Pitt. all mere Pending gaff : a Version 6Amrufadu'rer lSfrz. Engineer a Liewrse. validated sghmn a Validated submitted r5C:Aooroval Aired IaMua Revision :.0. 'Mi Widows and:'Doors R ,...... 2 2d 1 a n 3r.n}atln ar We RLamas:: RE- :5leven Res un4h [: ge. ., P. 1 1 2 0 1'AA1El2f)20 10JQ811020 0/ 9f202 12ii5/2g20 MPrwe4 Category: Windows,: j717) 365.3300, PE-62544 (717) 317-6464 - subcalegiu), Mullions bslthngertm1wrl.tera Compliance Method: Evalyatlm Report tom a Flodda -g sfered hect is '. Lice sed'17I Re Arch r n Q . Prgresswnd Ee ' ear - - 9m ., :- soak Prpdtlat Modal: Number or Nams ,- -. I �. QuallivAssurmrs- Product Conlraci 6%Wratiei, -at4 -_.- - .Approved fw Use. A...ad far Use knew In HVXZ. Dull HVitz' Resistant - gEfiyfg Pressers. 2' 6784 Vertical Aluremum Mullen 12/332824 No: Yes Yes. NIA Florida Department of Business & Professional Regulation Blaiding Codes and Standards Product Approval Application Detail Pagezn2 101912021 $ygt• Entity or, $att.* _ fie, Me Pending 2112. mall Varna t' Manufacturer: Contact Enahtoar & Llcanso- Vandabe By vellaat.a SubmittedFBC Approval ®ggipy� status Revision 2620 AlOd. Nick Thompson Lyndon F.Schnidk.P:F .Ryan-J, King, RE: :o2ft.52021 g2nma21 6222t2021 04113r2(!21 Approved evagary: Fane1 Walls 1330).922-2389 PE-43409 16131 797-6555 SACategory Softie nlhempswn@01tidecoin Compliance Method' Evauatiprr Report From a' Florida Regid-d Architect ore Ucensed Florida Proras'slonel Engineer - - `. {ANa222,R8Prpd'utds ti f .: �� .2211M ,. GaliH Assurance. Aoprovedforklear Aaprninedf, Uss III aog a Product Modal- Numbaror Nang Proiluck DoseriDtlon.. contract Expiration Data m HVHi Outsid. HVHZ Resistant Pressure 1 a::&quct2T&qupl soffit Ventw Solid Vail Soffit 121312023. No, Yes No'- NIA 2 G&quot Alwsw T4&quot•Soffit Vent- Sold Vinyl Spf1s IM12023 Flo Yes No. N1A 3. Cbquot,GreenbrprVintegaBospe,1039,Solfll, VentedBdidVmylSoffit 121812623- NO : Yes No NIA A d:Aqudt-D8&WatlSomt V.htxir Sold Vary) 6,res I21S1202E NO Yes. Na: NIA 5' e::&quotCharIr0ak&epld;"t Venter Sold Vinyl Softy 121312033: No, Yes No. NIA :6 f. 8q.&t Super Spen&41ot, Soffit Vent or,SddVmyl Saffit 121312029 No Yes No: NJA Sldelde{s) {Inswl�ng/4usrr'vt9rlXiC-X>r?c or XXXX� Florida Deportment of Business & Professional ,Regulato_n Pagalars Florida Department of Business & Professional Regulation _ .. wget at configueabarl - BuildrigCodes andSta'ndards' idrg".02i' Building Codes and Standards. IIsIh 26 z Themla Tru Filer-Classlo.and Smooth -Star Nominal 809t 0&quotNondmpaA&quot Glued 12191C2022 No Yes No NIA. - CpmPpslle Edge Faiti gIasss ScheliI(Ins,Angf0uewktgi Door Portals ti lth Vented )CC XxXorXXxx - - Product ApprovalApplicationDetail - - ProductApproval Applieatiort:'Detail 27 otinfigura6dns). -za.Therma-TN Fiber -Classic and Smooth-Slar Nominal (i&#39;8&quo0on-Irnoaa&quot Composite Edge Fiberglaw Glued 12131/2022 Single Door with 3&#39;0 No Yes No NIA Sldeite(s) 0 nsmnglOutsvang; mnrlgurations) XO. OX or OXO- 24dr Enlift, Ind¢ alto Date Pending � .Q96 lntNv ar 291 -Qgjg:. Dine Rending Da- 28 tar Noat88,#39I8&quotNon-lrt*ad&quct.Glazed zb.Therma-Tru Fiber-ClassicaMSmooth5mlm 12P3112022 No Yes No WA Irglt versa Maostracwrer Contact Enamel&LJeerrse- Validated lb `bated fti FBCAmroval. Aioroved alatus. yrpq ygplpty-. uanufach;rr ,Contact Enstneara ulna a veRdatad.IN valid arrbnlifted FBC.Aonriev{. A.blovoa slag, !te e Fiberglass Composite E)pie p Edge Dou DoorwitH --.. ` -- +e It0A12021t Re son 2020 AMKO Building Products LLC --John- nwar- E 09292020 t0HZ2020 Kern Eden Rau Nis ran- W Kne2e P 17J75l2b20 rwae Approved _ Revision 2020 LY. 'mG tlbd Thompson Architectural Ttr m p To Christman Zachary R. R Steven Un< E Tony Stela kt4 M. h, P _. 9 7 020 09/ 82 97 09222040 0 fl 2 i o ... t2/ 5202 t 0 roved Approved 3 9 Sr' ies Insvn &#3 0 del t ( Oumvrin •OXX BI 9 n O ... . .. Category. RooMi9 ,. - 417 fi2A�Gfi44 PE pg1S6 f954 722 4 ! } )7 s 2 _ Metals Company :i NCO' � Mat omp Y TA ! Comps, 0 8131248 S95fl` E- 4021 f717 3 7-8 ! P 7 1 454 ) 29 configuration) ac. Themta-Tru Fiber-C}aasitr and Smooth=Star Nominal 8&#39;0 &quotNon-Impact&quot Fiberglass Glazed 1213112022 Door 38Jt39;D No Yes No WA aubdatirgi ry: UndedaYments - Cumpllairea Method: Evsluatlm 94gort lam a kwd ed*fo.Ftrd:dom - Category: Roiling, SupCategory: Rooting Accessories teal are an" teryfppreetakaofing'.cam Composite Edge Sldelite(s) (I -Single with XO OX Or OXO Flodda Registered Architedone ucensed Florida Integral part oftl a Roping system nswirglOuts,4TI 7 Professional Engineer Camptfanee Method: Evaluation Report from a 'stand 3 0 :cons urauons 9Florida zd Therma FI c Nom uo -TN 'bar -Class! and Smooth -Star mal:8&#3D;0& tN q on-m ':Glazed 12f3t'• I Y2022 &quiet,. FJo- Yea No NIA cry Architect ova: licensed Plwida Professional snake" gam per Fiberglass Composite Ed' e F 9 t:erg. Door with PL1T12s29rearrrttaJdta - .... : _-. -: _ .. r -- . .. = .: - , -- :;, .. „". ,'. - " " ' 3&#39:0 Sideltes swirl ( 9, .. _.,.: -, . aaalrta-Asa,rand. Aran owgforusl: Armra,roe rarLrm Tel-' . _ Is51at1 f-. at&Ranlcpdti2ts ,�i7@ <.,, . :r ;_' - ..,.. .� _- , _,_ ,...,. -., _.. '- -- ' - '- `_: _: " ,-. , ` "- , .-„„., :, .. _ . . i ._. -.' .' . - •` '" - ,. .' ; '• 37 cone uradonl . 9 .. .. _. ze Theme-Tru Floer-Classleaho.Smooth-Star Nomlrral 7&#39,0 &quotNon-lmpaatBglJol:Shaker - 12/3112022 hlo Yes ;fW NtA: �� Product Modal Nwnber or - .. 'irm DM laroduct.Desenphon :conked Expeat e. Ig- +�1 -. Oulaide NVH2 Res•._ t taMa Pressure - _ .. riVnNiN:Aasurande. AoordVedfor Use, .. .. Approved for Use- _- hnoect. pgygQ .Banes Contposlte Edges Glazed FlbetglassSingle O RoofUpd.1kt eats (HVHZ) 1 TAMK yin ( } di 06/29P2023•, RootundedaymantSfof usein FBC i1R1R%<•- Yes No .NIA NIA .... Sap# _.. .Prptluelmobl: Number ar Names. ._ Elicitation Product r)asrsmdan CartrMeata. In HVHZ Oullsi,. Oulsirb HVHZ - Resrstmt _Pl}a-($I[s- Door vathorwithout 1&#39;2 Sidalts(s) . .. ... Junedpons - 1 - TAMCOFIotv.QOlF4rst vent ire - 26 its, stadcroafventilator with baffle 09/0912026: Yes Yes NIA NIA {InswinglOufswing XOX XO or OXO donhguratlOns) ¢ TAMKO Rod UndarlaymMts{NON-HVI-Id):;: Root undenaymants far usein FBC rim: HVHZ. t)5292023 No Yes ':NtA 'NuA 2 TAMCO GaoSarrackVenr 26 pa, - 09f092026. No Yea N1A >01.52,5 lunsdcttans, 3 TAII Ofr Rog. Roof Venunith Barre 26 ga. static rootventilata with Integrated baffle 091092026- Yes. Yes NIA ill 4' TAMCO Round Top Oif-Rldge Vent with Battle for T46 26 gA,statle:rootyomdtalor with baffle OW912026- Yes Yes NIA WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 F L#5259-Fi31 2291film-gr 2M = IZ 4 Date Status Type Version Manufacturer Contact Engineer & AugaiRg-ly Validated Submitted Pending A 2oroved Approved 202t1 Revision POLYGLASS USA MaurylAilpert,. License John W. 1W26t2020 IOJ2212020 FBC 1211512020 _ category: Roofing S954233133OSmalpert@polyglass:com Robert Members Knezevich, PE $RRmval SubCatego � P E-59168 (954) 772-fi224 11101/2020 ry• UndedaY ments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6259-R31 Products' 9lulloyAlwinnca f3gor2wdfQE_jjM AnnrovedforUse jlrfpt gisiLlIt Product -Modell Number orNarne. Product Qescri doff Contract ElaSLg99n Date in HVHZ ,outside HVHZ Resistant 1 Polyglass Roof Undedatir tints Roofng underlaynnerts 10121)2022 No Yes NIA 1 Polyglass Roof Undedayiments.(HVHZ), Polyglass rodf underl,aymehis for use in F5012/2312r123 Yes No NIA - HVHZjuradictt 2 42J2 3 of R Un na.- ants rim- V Pol IassTOW urAen arts use in 3+202 P Ydass oof qe yin. { H,. HA Y9 4tYm ,Tor N o `Yes N!A - FBC nan#iVHZj udsd(ctiona. 1 Polyglass Roof Undedayments(HVHZ) Potyglassroof undedaymentsfor use inFaC12123/2023 Yes No WA ' HVHZ jurisdictions. 2 Polyglass Roof Undsliayments (Am-HVHZ) Poyglass-roof underlayinents, for use In 12/2312023 No Yes WA FBC ran-HVHZ,jurisdictions. 1 Polyglass Roof Undedelyments (HVHZ) Polyglass roof untiedaymerasfar use In FBC1:W2312023 Yes No NIA HVHZ Prisiligiots: 2 Polyglass Roof UndedeYments (non-HVHZ! Polgglass;roof undedaym ants, for Use n t212312023 No Yes NIA " FSC:non-HVHZ•Jurisd'wtions. 1 is HZI Poll 3 Pol ass RoofUnde men. F!V of un Y91 flay. f 1 Yg Y e Yes N o N !A HVHZ jurisdictions, 2 Polyglass Roof Underlayments (non.-HVHZ) Polyglasslugf underlaymerts for use In 127.2=023 NO Yes WA FBC non-HVHZ jurisdladorris. Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Di lal Pressure 4NtAPG22a WA e WAFG22,r J N/A +WAf-=5 N/A 4 Writ-622Z WA 4NIA1-G22.5 Page l of 2 IOR=21 Florida Department of Business & Professional Regulation Page rate Building Codes and: Standards IFT 0zl Product Approval Application Detail - Florida Department of Business &Prrofessional Regulation Building Codes and Standards Product Approval Applicaton Detail Page 1 pin 1/252022 - Entity or 2M pfilig. Daps;lasifil 20. T-er Vera(on Manufapturtir COMaet Engineer a: Lioense.. Validated :84 Validated Submitted FBCAporgvai Approved' status.; I -1can u eras s' Revision 2020 All Arttar Sh tt rid Glass MI e8arbten Frank L:Bennardd RE Tr Bishop, P:E: k Troy .hop. 10126/202b 10l1 a1202b 11I0512020 2r152020 roved Approved Category; Shutters (56,I)712-9882PE-0046549 t954) 847A880- SUbCatlgory; $Conn Panels mikeboalWmericanshutle Compliance Method; Evaluation Report from a rscom Florida ted rida'Ardhora Licensed Florida Professional Engineer 7PrPS-ita-Ptti$tie[d' .,, Ei 9L_ „„---,v ... x .. ,r .. ay. .} - u ,..af ,x ,.,v , '.'t - . . . Quality Assurance fl "proyedroruse Awroyedrgr 8$ USIR I._ n dam- . sag 9 Product :Model, Numaor tanr Product Dec ip_tidn Contract x rtion Data in HVHZ - Outside HVHZ earetort Pressure 4 Galvanized Ste storm Panels t 2 ga n el 24 , Galvanized Steel Storm Parts 1231''t I 2 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Build! ng Codes-and.Standards Product Approval Application Detail Pape i cry 0/1412021 Ene(r or rig $eg Date Pending W2 Cad- ,kg -Ru -„._ Data Reaches JIBg . �.- � Manufacturer. Cmtadc. Ermii-per&License: -rigs validated Bur.. -ValidatedM $uHmiNad FBC Awmvat- Ano_mved Sla{us.: • ' r jygQ VsrEIW Manufacturer Segt` t` Mkilieer& ucensa Validated'6v:.. validated .�Ild�t@Q 'fir tiL4 FBCAbproyaF Q al Rewaort 2020 Mrfek Inc. . _.. En al a ICCEVAluzhon SaMca LLC n Walden n - 'ry ICC Evalualron Se Ice. ,. o6111rzort 0anona2l t t Der vzo2 r Approved ipp Boylston 202Q ,... is- Way. th. a R- .8a...: n CC E-.hurni rn SeMtc LLC des dwi v N 1 . _ .. _ 1. Libra, P, i e E 1 Olt;9,2�-0- 02V2202 1 3 2g . , .. - '02 V2021 N r Approved App .. Calego7• Strucural components . f952)85a-afi35 LLC., rust al C orients: fYtC90IY *� !a P'M 25 76 G 934G4 l 3 G0E 8 -3288. I ) 39 S.bCatagork7'TN., Flat. eu'raldengmirpoin (205) 599-gam SubColeggryEnglneersd Lumber Robert Baldl+ImNweyuha Cornpllance Method: Evaluation Report from a Comp i"ce NethDU: Evaluation Reportfrom a Buser win Product Evaluation Emil Protiuet Evaltlagon Entity - - 9r429 Predate: - --. .,,-:- >: ... ., .�.� ,.... _ >- ,._-.. - :.. - '.- '% -, - v: T 1!ForfJats _ s .. ,., - _ _ _ - Quad ' ' Approved "for Usa..; Approved for:Use: _ esDad, Ouarty Asaurarieo ..., Acoraeed for Um Aoopvatl for use - arson Erna R Product Modal Numbed or Name R. oditgt Descrloelon :Comets Ezdratl¢nDate Expo oryDr ,h, HVHZ --fkitsltle HVHZ. Re5tg2llC firskm. I sS T.'- ae.49.R Product MotleL Nuitter.or Nam§. PfoAucl Description Comract Expiration Data do HVFIZ: Outside HVHZ Resistanf. Pressure I M1tiAH5 16 ga high strength loss ponneeter plate 121tiIi 22. Ye",. Yes NIA NIA 1- Mierolleri _LVL LahrtedWT, Lumber owzi2 , No:. Yes 10A N/A 2 Mial It) ga. su Whigh.stren h truss ccunedor Plate M Iwj f2422.. Yes: Yes NIA 'WA 2' P9rallem PSL. Psreilei Strand Lumber OS/312023 No. Yes III (A NA 3 Mil16 - 16 ga truss Yes: '- Yes NIA : NIA 3 - TmderSrend: LSt Lirrhated$trend Lumber p3/312023:. No: Yea NIA N/A 4 MT18M5 PIT 16 ga high strength truss:connedu Nate. ighstrconnectorthit.. oti I V312022- t 2/342022 Yes. Yes MIA NIA 4 TJ Rim Board. Structural Composite. Lumberer Cnknted Strand - 031312o23I No: Yes NfA NIA A 5 MT20HS. 20 ga hst, strength truss connector plate l2131/N)22 Yes Yes NIA TillboantRm 5 W. yerheeus.r Rim-Boeftl Board- oriented Strand awed Rim Board 03l312023. :No" Yes MIA -NfA 6 TL18: MT18 I8 ga. trues Com iederPat.. i2f312022 Yes' yes NIA NIA 7 TL20. MT20 20 ga. loss cennedorplates 121312022 Yes- Yea NIA- rbA Florida Department of Business,& Professional Regulation Building Codes and: Standards Product Approval Application Detail Pagel a1 102oz1 Q21111 E11iN or �jg Au Data Pondbo idg. T,vIce Version Manrfaca er: brad rctiolneerB License' Validated By V ladeew 9raemxeee P60 Aoororal: ADuroVed. Status Anantatlon :.2020 FGTIndustries Jehs Rosowskl MIan1-De WCO-CER ide ,.:.. Miariil-Dade CCD=VAL E. 11 - 0 'Irc5m 0 1/0512 20 11,.5f202., 11PI1t202p.' Apprti+ed - Categoy: vWndows: (941)480-0100-.; ... -.- (780)-316Q590 SWColegpry. Mulliats: - )resicisklNpgdndushlitta:c Compliangamothod: CWtifcarten Mark d Listing ,'. ...' am' .- ; ILJR®1Sht3 Praductiit _ .., - - - ._ ,... .. • , ~ - ., _ �. Gualgv Asaorarea ,A.....W for: U. A�rpveddm:Usa _ "Inroad. _J�s'r Bea 11 Product Model. Number Or Name Product D-rhatlam Contrail Exdra[I , Date In XVXZ Outside HVHZ 1 Pressure 1 Mullions IWAll Doors. and Windows- .Aluminum Mutiam 05126W6: Yes Yes Yes: NIA _.___- _.._ _.-... _..... --. - _. ___- ..-, _._ ___ _ '-- ..... Quality Assurance Agorovedfdruse "prdvedfor Use Will 212W ka,g Prodid.MpdeL Number. or Name Rraducl D-HiAlon :Cw,traat Exdratign Dale LOU outside HVHz Resistant -Pressure 1 GAF Asphalt Rgor'Shingles Fiberglass niptp'g.d:3-teh. arrimi 5-tab and 12f762022 No Yes NIA NIA hipfridge asphalt shingles - Florida Department of Business &,Professional Regpotwn Paget eft Building Codes andStandards lffiO?l Product Approval Application. Data 11 229 Wit" or Au 2u �e Pendiiw ,2Ig Version manuretroe Type' a u Caiiad S 'wra Weans-: Validated tgd ay. :Vailarad &tad d aubm SCA oroval A oyad P oo go status a -aid 20 dFloridaetal _ Products Ire. Raw n 2 F a ProduC Cleric James L- Bucker E ,Steven- , Urich.. , P. M PE 6g 9 72020 .I 925r1020 P re 0 ,.. 0,042020 1 W2020 1 2n eve d Approved . ` C Rpotn alegay g (904 7834400: CBUC -Rn neerin - i717) -9 4 K Y317 45 ) M 9 . - - SubCal ggry; Roofing Acceswnes Ihet,are an I e'rat Irnrtotthe Hoofin stem Interest eaY alokoaameittom PE-31242 Compllanca Method; Evolution Report from Flange Registered Archtect or i UO d Plo,l - P,ofeaalomll Engineer .'j} _ l (0{0Asalrstro, - Apgrovedfor Use. Aooraved - - for Use firipw. IIII 'Pr odusl Nodel.:Numliw or Namo q'odurt Domriotion .on. - Exbiratias Oats _C Ir1tYNA, ,outside HVHZ &4£i : lsrosmro. 3. 3-FLAMCo'&quot:RV10 RldgaVent&quid: AUMInUm Ridge.Vems for pitched Fools fabricated 12131QO24 Nd Yes' No NIA - - from 0025'Aluminum - - Florida Department of Business .& Professional Regulation Building Codes and Standards Product Approval:Applicationetail pages of 167/2021 Florida Department of BusinI Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or 1 11252D22 Offa EriNN or Zip ,12E,g Dab Pendrim Rajg Cede EMI ar Date Date Date Pending Date I+i�J! Version Marn0sourer cortaer Declines, Lidertee Validated ev Valtdalod � oifiI F60Amnval Approved Sintus jygg Version Mantfacturar Contact Enaimil &, ioenso Validated 8v Validated Submitted FBC Approval 'Approved status Revision Sdetul odl 2o2a n g Andars Reba !APMC, n va a: G uv. elk d, I.. M U domE iueti m a VJ er. ry 11 32g20 i94)22020 1 1N52020 revad .. Revision 20 Global Protection Pra ucts LLC.. 2 d - 0 Tim Robinson alter TillsJr,,E. ri Knezhviall PE 08 - 20 09108P2020, offilm0 0' W JJot+ ,W 09/ 12O 1.. 2 ... ,. li 020: 12 5f2 A Pp_ roved Catagory-Roarng {80ll 380-6091 Services I.I.C.(205y 85d-0160: .. Data gory` SnudI (954) 889-7545 PE 44107 (g64) 772.8224 suhCatogay Hooting Tiles. RdNnAnderwriClo ral co - Buhpatagoy, Stored Pamela torn robutachouppent oom - complain. M.1hd: Evaluation Report from �2 FIT Compliance Method; Evaluation' Report from a P od,ct luetion Eno E-w, Nn Florida Registered Archtect ore titan Florlda sad .. P13t784a-Rf2Prliduct -�'` . = :: .. :1, . .. Pra'essl Engineer ., t- ,., _�, a fii7F13o1¢ ks Products -� { `'-. _ ;-': Quality Assurance ,Aotlioved iw Use. Approved for Use I�iggEt .. -... ..., ,"- . ,, y ; ., • , .. ._ ., _,. , Q - _ - _ soda pedtd Noal Numb or Namo odu oscrotl n pr c cortrapixpirationoero. a, :DwsidoHvilz Proaeuro $ ualitu Assurance Approved for Use AOOM1 ed for Use Impact es Design 1G _ Saxony- sea Still co:� a GC Old Singular Sa n ka, lad uat Bp Y n91... Flat Profile- Denver, CO3.12 20 FI roTie.-Dery Q 1 0 Na Yea MIA T A l MIA Product Ma el Nu be or Name S !! d m f - Product Description Contra i o De n ct Exo Flab abate D I In HVHZ uts de HVHZ _ Resistant Rresaure 12 Thatch&amp, Impel 'Saxany600-Slate-Shake&Imp; Split Shake Flat Profile -Stockton. CA 121312020 NO Yes. NIA NIA 1 20 Gage Galvanized.:Steel Storm PaneWHVHZ Corrugated Galvanized Steel Panels retatrxd. 12M112022 Yes Yes Yes NIA 18 'a...",600-StateSheke&amp. Split Shake-- FlatProfile-Riako-EA 121312026 No Yes NfA NJA - , - 2 24 Gage Galvanized' Steel Storm PanefedNH1+HZ or not by tracks to provide hurricaneproteobon, Corrugated Galvanized Steel Storm Panels retained 12f3112U22 No Yes Yes N/A. 19 -Saxony 700-Blake slate&am : Ilf Shake seine: Flat Protla-Stockton, CA 4213i12024 No Yes NIA- N/A or not by tracks to provide hurricane proteatlon. 20 27 .Saxony 700- shako Slate B:emp; Split Shake.: Tales Espana:./9aioriona Flat Profile•Rlakc,. CA 12/312020 Hot Preals=Katy, TX 121312020: No Noy Yes Yes NIA NIA NIA NIA - 28 Ylle: Lvo ProNa-Katy. TX 12/3l,2020- No Yea N!A N/A Florida Deportment of Business & Professional Regulation Page I all Florida Department of Business & Professional Regulation Paget at Building Codes and Standards irnml Building Codes and Standards Imm21 Product Approval Application Detail Product Approval Application Detail Cod. ..Entity. or _ A" ,Us Date Pesrhng �_. Codis - Gustyo- - - _e pate Fidna oData Mail - Manufacture :- ' erienear&Uaimaia Ygllatpsubmitted - PBC AaORI LBw,4YE4 taui YeE Vermont .. 1gIEnert &LceseYaldetad.al ap.5g ]g!iGalflg ob3rLE!FBC auurawi8tg�,.a.. . ! 6Ert11; Revision 2070 ,... Alpha, (H11. Swan Leafs` ICC Evaluation service. LLC' William R&Nell PE" In1312020 ID2212020 11,40512020 M612a20 roved Approved Revision 202b Gornmerdel Concrete Products.Ind:: Rdgen Glhls- Samuel Grovnber.: John p Hoy 17JI6202a 12/16202 "12(2 020 drill FBC n 0 g Agar, - tale . SDudural Can bnents WM p. 321 0.93 T- 407 6a-191.i:: ( 71 7 i 1 t ) i - _ C . Sttudlu 'C orients M. al dr1P 9 3 `6593707 E-34245 - 352'588-53 I 1 P ( ). i i ). - Subcategory: Truss Pietes slaae@elPinefin,oam IfUlpo a oly: Products Introduced as a Result of - prr.stgetor@yahoo;rnm - Compllanee method: Evaluation Report from a. Nee-Tecmwiogy product E Ivutk tEntey Canpilance Method: Eviluolcn Repatfrom z FLAt884Rtprodtlus li - -- Fio'4 RegisteredA hitectw Lce sad Florida Profess el Engineer 'rlualev Ass erica tiL�.-. Apotayedfaill, Ap ravad for Uso. unaad Bssigo Pradvctf..- ..,.. +-:i ... ,.. ,.. : , ., _ -. '.' Sede . '.ProduciModel. number.I Name. oductBeacriDdat Comratt Ezbrrffilon Dace Ir1-NVNZ.Outside NYHZ .... _ H€EIp_talilt Lr.4�LL8 -:49274-Ire „:;: ,_. ,,:::.: .-. .-----,ram.; a • ..,... .:.... .,... ::, ......:. .. .... _,, ,,,-:. ».. .. -.,. ,., ,_ ,,., .. ;, .. .:,:. ., ,,, ::, .. z .. ,.,:+ .•.. .,. .. -r., ... ..? ,., ,r ..:v;,. ,, .. ,, _. ___. �. ,- ` '_ -: ,.,,. �, ., ., .. ..,, ., ,,, - ., :: ,. ,., ,v,. „_... . .., 11 1 ,,_ BOG IneHi ha .5 ITM ,+Alp rStrength l p .) Might, Metal nnacfcr Piet.. 213f 24 e a i f29 Y es : Yes NIA NI: A - Quails AssutSass. Atmrdvad rwlffia A rdletl for Usal .-gg IIlIB ). 2- lotH&am ITiRlf3CGfAlpine Hinge Plate Metal Coma for Piefe 1213J2024 Yes Yes N/A NIA product Model. Number or Nam Prod t Destrlptlnn- pmraef Expifffilori oNe.. -gg 9 utaltle HVHZ � Resistant , ,O R@a MAn presx rs 3 ITINSCGJmolne Tmlox Metal Coiv213t2 reator Plate I024 Yes Yee N/A NIA 1 Quality Precast or Commercial Conorate-Proecids Precast and Prestressed Concrete Lintels'- (I 51202$ No Yes NAMIA 4 FnVaCG/Alpine Wave Metal Connector Fists 12/312024 Yes. Yes NIA NIA Florida Department of Busngs Professional Regulation Building Codes and Standards Product Approval Application Detail paeai of W2021 Cad entl or Data re" -... Data pimping Date, rjtgq' Vrsto Alanufaebrrer. confact Ermineer6.Licai,sei. 'Va9dated:By' .Validated, Submiff.11, FBC Approval _Agora" status Rev-ls n 00 CASTCRETE USALLC Cie IgR. irto MaemDade BC. CER Mio mi-DaoeE..0C7 YAL 11200 1Rr220 J7 72D20 ei ,Approved a"w. - catergay,shurcursi Components C81621641 (760) 31590 - - SupCatagory: ProdudsinlrorLeedas s:Rgsuxof cpeninoccasttaete.coFit Now Technology Compliance method: Cathl een. Mark or Listing -!ptdtl5gat131�r>Mupis - - - _ QuaGtyAssurems, Approved fc, Use Aoobvee for Use Im aDad 12� elk Roduct ktoeel. Number or Name Prorllessertugon Calling Exolratloh Date in HVHZ .- outside RVHZ- Resistant PF.Swro St en h Concrete untele L 'Mph r gt a $ & and 2 Inch 'widelinals O5P212 22 ,s p_1 h _., 0 :Yes Yes c WA N/. A Florida Department of Bustri"s & Professional Regulation f age 1 ofz Building Codes and Standards P26r21121 Product Approval Application Detail code Entity ndn or IYFCtf'. Version 8ansdactarar :Ca"feel. Enginear&.License Aarmetidn 2020Vpine P um(nvmInc. Jose'ya` LUls H. Lamas Category: P.enel Wells 4d7t:509 muii PE-62514 SuDCabgory'Sotnts a ph aalun num)nctlliaho Comphaiice Method: Evaluation Report Irma o:com Florida Regletarod Architect w-a Licensed Fiorld. areseol l Engineer Pr Bf per 14 tl'-41Y-eB rh'olqurrtc^,._ .,. .-,...._ -. r -, , .,. x�- mm All Product Motlpi rkrmhar o: Noma: Product Doserrpiion I AlprygAulN Jnmh Bd[k,Bamp u4,seci,Amminum 60MV M6 A$ ph riWMifn§Nld 4amp•veoted lummurt CMU &amp; Woad:' fill CMU' nro Wood March 15, 2022 a) a) Cn N -Fa O a,� U a) 0-0 ll CD -F- -0 ^1 iI 1.^L Al Vim! O -= VJ = O 0 Q - O a) = O .0 AV LL O - .� L_ O ^, Q c ._ ��V/0 VJ 0- 0! E Z Z W J , -0 U ? � �` _lt�t I,. ' i-..J " Cl("- ^" f' ® Ca M L3j �! `I' (-j- LD -0 C' ,_ r- W rNf 2"-. �, r,o SJ : W r-- -' _ III Gi ,` y t< I rn � - r) a: le .-I N rn i 4 ---. ,rw�11 i�r� Y - 5 3 _ r' , > h L+� 1 v4 s5 q t.i rr i. . C � +T t% TT V 0 e .. "t-'= V 0�� & .y a W -1.S U) 0) `a�lt 0 z Cn � CIO `V 0L_ CL O L. 0-i U O < L_ CL Q) -4--ilillo C.0 ICU m =) < a- O L. I1J C c G Q A' W Z Q J 11 SHEET NO. PA 1.1 a--r i is (1) -t-e U N .. S Stroh Tie 202i� FBC Approved r Simpson d Products p � pp Updated 1Z/3020Z0 p ®Simpson Strong Tie 202(1 FBC Approved Products Pp e orz Q. Updated d 2/3 02 p _ � :Sim son Stroh Tie 2420 FBC Approved Products. ! 9 pp Updated p � . Simpson Stroh Tie 2020 FB.0 Approved Products: A. 9 pP Updated d, rap u o P._ � z rz �. LO L N O O For dkedt Inks to all SST Approvals Nsled:bel0yd CLICK HERE. - - .:pp ."., - . ..... .. „ , '.For direct rinks to all SST apprdvals fisted oelovd;.CLICK.HERE;:, "-., - ' Par dlYectaink5 to all SBT approvals Nsted belpVd: CLICK HERE.. .. For difedt links to all SSTappfWals Nsled belopd,.cliCK HERE;; ., be -:.-: �11 >•L L \y /1 For Information dinFlorida's. e. r r .. F add&i a IMarma on re 8r F P oduct: o al ems d Miamtt d Gaunt -N e: t cli Rt on I Cd e v en N2A a Notice oPAcca ice: NO CK HE E. 6 S[ 9 .., g _ ... .. Ap System __. Y (Ill p a.. ... Far Nona IM sense di Florida'sFI tl s Statewide. oduct A r vela ' ,e " d a - n . ... ad I I arms are n Od P 0 m M ml Dade Gar 1 a[ce f Adce to c. NO ..CLICK HERE. d t r an f o n e 9 a _ ... ....,. 9 -., PP .....3+5. :...yN P (,... A). Far I nluttormauanr and Florldes Statewide t. r ,. ..-r. , add tb Nr Ste e. Produc A rival S lain and MBmtH]ade Count Notice OfAcce lance: NOA :CLICK HERE: _d e9 _.9 _. .._..., ...Pp Ys_. _.y . Acceptance _). dN 1 r dxr Ftdl s wild For ad. Wn I Mdrmatlon ar State a ProdubtA ravel.. fain and MBrrd Dad Caun _.a _.. eg ....g _."da ....._ _...Pp _. e _arty .... Nd'rCeor acre t a ; NOA GLIGK"HER E. A. Aane.(._. ), LL •� FLik2335 R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers avaiable in widths ranging from 1-5/8"to 3- • - (Q -(a 9/16' and heights rangingfrom 45t16' to 11'. Concealed flange V Sea # Product Model. Number or Name Product Description Sea # Product Model. Numberar Name Product Descdpttan Sea # Product Model. Numberor Name Product Descrintion version (HUSC) available for models having width equalw or 1 Titan Stainless Steel Concrete &Masonry Screed (71\1-5S) 1/4" diameter Titan stainless steel masonry screw 1 A21 A23, A33; AU, A35. A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9/16". C ' L 2 APA21APA4; APA6, APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMST12 CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-71F to 3. O Q O 3 AP844 APB44R, APV866 APB66R; AP888, 013MR APB1,010 APB1010R, APVB44 Outdoor Accents Post Bases 3 CS14, CS16, CS16. C820, CS22 Coiled Straps 5/8"and heights ranging from 9-1/4" to 16', O FL#9589-R6 APVB44R, APV866, APV866R APV688, APVB8SR, APV91010, APVB101OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SDS, LGU3,63-SDS, LGU5.25-SDS Fare -mount hangers ' 0 CU 4 APDJT2-4, RPDJT2R-4 APDJT2-6, RPDJt2R 6, APVDJT2-4; APVDJ72R74, APVDJT2-6; Outdoor Accents Deck Joist Ties 5 CT5218 Gompressronlrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O �t- See , Product Model. Number ar Name Product Description APVD'JT2R-6: 8 DSR, SSP;fiSP: Sh dYto Plate tie 15 LUC26Z, LUG210Z Face -mount hange s N .� O 1 SD10112DBB Outdoor Accents r n 5 APHH46, APHH48R; APF1H610, APHH61OR Outdoor Accents Heauylianger- 7 H7, H1IIA H25A, H3, H6 H7Z, H16;:H165, H16-2 H18<3S HutncaneTles 16 LUS series tiiangerS „- Face;mount hangers available rn+mdth5 ranging from 1-9116 to 4- � L- 2 D9 1 1 S 112, 5D9212, SD10i 2 SD 0212 _ Strong Dave SD Connector Screw 6 APL4 APL6 APT4 APT6-APVL4 APVL6 APVT4 APVT6 Outdoor Accents Land TBeam-to Column Tres 8 HGT 2, HGT_3, HGT 4 _ Heavy Girder Sl n heights n 8 and h ghtg ranging from 3 to 1015116, N -�-+ N OCU 3: SD9 12SS 5.921 1 D ?SS _ - Stran Dnue S o" r Screw 9 D C nnecto. SS 7 APL 24 APLH 26 A L R PL 2 , AP H 1 R A H 24R, APLH P H26 , A H 10. LH? 0 GlutdoorAccents Light Hangers 9 HS24 HurncarieTle 17 _ _ _ a : MG>U3.63 SDS, MGUS.?S SDS, MGU5,� SDS, MGUS•6?-$OS, MGU7.40 SDS Faoe:mounthangers i a+- -4­4 4 SDCF 3 CP r C 2 G 7 2 4 4 SD 2v12 D F 26 SQ F2 00 SDCF22 58 SDCF 14. 2 2 S 14. 2 $ 2210 _, Stroh Dnv S P i bar GF Screw 9 e DG T m v 8 BVLZ Bnak Veneer Lad ee Cennector 9 1 0 . - _ HSS2 SDS1:5, HSS2 2,SDS3, HSS2 3-SDS3,. HSS4 SDS3 Heav Stud Shoe 18 MIU serves hangers _ y in r Face mount hangers available m widths ranging from 1 9116' to a � �/'� SDCF221134i SDCF221334, SDCF2749�8, SDCF2723�8 9'" CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3: HSTS HST6 Straight Straps 9 P 1/$"and'heights ranging from 6A5H6 Cot19-112" r. o :G r :.,: r SD P22434, SDCP22a12,SC1GP2261-0, 5DCP22700, SDGP22$a8, SDCP22912, - Strong DfNeSDGPTimber-GP 5ofietN 1D r GJT3Z,.CJT4Z;, CJToZ, GJ6Z race. .. - Concealed Joist Ties 12 HTS16, HT520, HTS24, HTS28. HT530, HT530C: Heavy Tvast Strap 19 MUS26. MUS28 Face. mount hangers SDCP221100; SDCP221734 SDCR2714D0 11 DJT14 Deck Joist Tie 13 HTS01 Oil HTS020il Heavy Twist Strap 20 SUR, SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400; SDHR27614, SDHR31400 SOHR31614 Str6ng-Drive SDHRCombo tfead Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116"to 3-g/16" and heights ranging from 3-1116" to 13.314", 7 SDS25112 SDS25134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 FramingClips P 15 LSTA9 LSTA12. LSTAIS LSTA18 LSTA21, LSTA24 LSTR30 LST 36 .., ,. A. Straight Concealed flange version (SURC, SULC)"availabefor all double a SD525500: smmf mo, SDS258M 14 FWANZ. - Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2Xand .4Xmodels; onlyaouteflange is concealed,. 8 SDS25112SS, SOS25200SS, SQS25212SS, SDS25300SS; SDS25312SS Strong -Drive SDS Heavy Duty:Gonnector SS Screw 15 GAi. GA2 - Gusset Angles 17 LTB20, LT840 Bridging 21 U serves hangers Face -mount hangers available m widths ranging from 1-9/16 to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8 H10A•2; H10S, H14,:HGA10 HurricansTies 18 LTS12, LTS1`6, LTS18, LTS20 Light Twist Strap 5'and heights rariging from 2-518' to 11.1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder-Tedown 18 HH4, HH6 Header Hangers 20 MST27 MST37 MST48; MSTso, MST72 Straight Straps FL#10007-il 19 KBS1Z Knee -Brace Stabilizer 21 MSTRg, MSTA12. MSTA15 MSTA18,. MSTA2I,:MSTA24,. MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6. - 20 1-30 L50, L70, L90 Angles 22 MSTC28 MSTC40, MSTC52' MSTC66, MSTC78 Straight Straps See # Product Model. Number -or Name Product Description 21 1_0E4 Post Cap 23 MSTG48B3, MSTC669S Pre -Bent Straps aSgg # ,Product Model. Number, or Name Product Desolation 1 ATR318 ATR1 12,.AIRS/$: ATR314 Threaded Rods 22 LS30 50 LS, LS70, LS90 Skewable Angles 24 MSTI?6 MSTI38, MSTI48, MSTI60, MSTI72 Straight Straps ig 1 BAseries hangers. ,, Top flange hangarsavatlabie"in wadth5 ranging from 1.9l18 to 7- ATUD5 ATUD6 2 ATUD9 ATUD9 2 ATUD9 3 ATUD14 ATUD14 2 ,. AluminumTake-UpD tce n Device 23 LSCZ AdjustableSEalr Stringer Connector 25 MT912, MT816 MTS18, MTS20, MT824G, MTS30, MTS30C Medium TwistStcap 118 and heights ranging from 7-118 30 ; to 3 P318 2 P112 5/8-2 P51 . BP 4 B BP1! B _ 3 6P B � 83 3! BP3/4 3 BPRTUD3-4 2, Bearing Plates a 24 LSSJ28LZ LSSJ26RZ. LSSJ2$LZ t.SSJ28RZ LSSJ210L : LSSJ210RZ , Z. Field Adjustable Jack Hanger a 26 - : - _ _ NCA2x10.12, NCA2x1212, NCR2x8.16, NCA2i;10 16, NCA2x1? 16 Bridging, '2 DGBF aeries hangers _ �� Top flange hangers availablean widths ranging from 3 a18 to 7 NW318 CNW112 CNW518, CNW3/4;,CNW5/8 112 _CNW314 5/8. Cou IerNuls P 25 LSSR1 81 LSSR21 LSSR237 iSSR2.56. LSSR21 2 LSSR410 0 Frei.:Adjustable Slc` a IelSkewa le Hanger " d p ab b27 RCW812, RCW614 Wolf&acme. 1 - /8 :and heights ranging from 8 1t4 to 24, 5 r CTUD55, CTUD65, CTUD66. CTUD7a, €TUD76,"CTUD77, CTUD87. CTUD88. CTUD97; Coupling Take Up Device : 26 r LTP4, LTPS Tie Plates 28 RP518 RP522 RP $ Repair t R pa Plate Strap.. 3 _ _ DGF serves hangers g ,., To flange hangers available rn widths ranging from 1-1/2' to3- P 9 g '. 9 CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z; ML21 OZ' Angles 29 RSP4 Shitl to Plate connector 51$"rantl heights ranging from 7 114" tc 24". 6 N3, N4, N5,.N6 Heavy Hex Nuts 28 Mll Roof Tie -Down 30 SP1 SP2, SP4 SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-34" to 3- 7 RTUD3, RTUD36 RTUD4, RTUD413, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up ;Device.. 29 MMHC Hinged -Roof Connector 31 SPHA, SPH8, SPH8: Heavy ,Stud Plate Tie SiT and heights ranging from 9-14' ta 24'.. 8. TUD9, TUD10 Take Up Device 30 MMLU26, MMLU2&2, MMLV28,.MMLU28.2, MMLU210, MMLU1211, MNILUI39„ MMLU1311 Face -Mount Hangers. 32 SS1.5 SS2:a: ,553 554.5 , ,.. , 4.5 Stud Shoe b 5 EG7 EG9 series hangers EG, anger. To flange han ere vailabie in widths ranging"fro 5.1 4" to 8- P_g_ a m 1 9 TUW38 Take -Up Washer 31 RBC; RBCP - - Roof Boundary Clips 33 ST9, ST12, ST16: ST22, ST292, ST2122, ST21.15. ST2215, ST6215, ST6224, ST6236 "Straight Straps 718" and heights ranging from 11" to 32-117'. 10 URS3 318" Uplift Roil Run Tiaddm System 32 RST-3 Roof Tie -Down 34 TB20, T1327, TB30, TB36,TB42, TB48: TB54, TB56, T86D Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" is 7- 11 URS4 1/2" Uplift Rod Run Tledovm System 33 RTC22Z, RTC42, RTC2Z, RTC44 RIgId Tie Connectors 35 TWBio, TWB12 7AS14 Wall Bracing IX' and heights ranging from TIAW'to:32". 12 URS5 5/8" Uplift Rod Run Tiadown System 34 STC, STCT OTC; HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch GlyderTiedown 7 GLS series hangers Saddler hangersavaiiable in widthsranging from 3-'IX'to 6-718" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC$7 TJC57 Truss Jack Clips 37 WS100; W81060, WB126, WBf 26C; W9143C Wall Bracing andheights rangaig from S-112' to 28"_ 36 Z2„ Z4, Z44 Panel Stiffener Clips S GLTV series hangers- Top'flange hangers available in widths ranging from 3-114" to 7- 1/8' end heights ranging from I I'to 32' FL#10441-R6 FL#100M-113 9 HB series hangers Top flange hangers available in widths ranging from 1'-9/1T to 7- FL#10447.R6 1/2' and heights ranging from'Wbo 30": Sea ct Model: Nu Product Number P ProductDescription Sec # Product Model Number:br Name Pmduct Describtion 10 HGL5 serves hangers ,., ,1 Saddle: hangers wrtdttrs ranging from 5-M l4 to 8-78 1 DTT2 Hold-down Seq * Product Model. Num bee or Name Product Descdlpt fi f CSH2 37x5 5 CBH2,57x7,83 CSH2`.37xg,75 Concealed hangers and heights ranging from 10-1 0to 28", 2 HDC1014, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU DHU, DH UTF series bangers Face -mount (DU, DHU) and tap flange (DHUTF) hangers 11 HGLT series iiangers: Tap flange hangers availabla.m 1Mdtfls ranging from 3-114" to:8- 3 4 HDO8, HHDQ1'1, HHDG14 HDU2,HDU4,HDU,5,HOU8 HDU1I-.HOU14 Hold-down Hold-down 2 3, DSC2R-SDS3, DSC2L-SDS3, DSC5R:SDS3 DSC5L SD,S3 GBC Drag Strut Connectors Gable Brace Connector available in widths ranging from 1 9/16'to 3-9116" and heights ranging from 9.118"to23-15/16"= 12 HGLTV series hangers 716" and heights rangiftg from 7-1/2" to 37', Top flange hangers available `ihwadthsranging from 3-1/4"to7- 5 HPA28, HPA35 Strap -stye purlin anchor 4 HCP7 81. HCP2 HCP4i Hip Corner Plate 3 HGU3,63-SDS HGUS 25SDS HGU5:50-SDS, HGU5.62-SDS, HGUl HGUT2 Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8,LSTHDSRJ Strap -style hold -dorm 5- HHRC2-2,HHRC42,HHRC422,HHRG411.81,HHRC44,HHRC5.2513.25.HHRC5.3713;12, Heavy Hip to Ridge. Connectors SDS,HGU9.00-SDS - 13 HIT series hangers Top flange hangefsavallable-in,vidthsranging from 2-5/16Cto'3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face mount hangers available in widths, ranging from 1-518" fo 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap: -style purim anchor a HRC1 81, HRC22 Hip Ridge Connector 310" and heights ranging from 5-$116" to 12-7/8", 14 HUSTF series hangers Top fia:nge joist hangers available in widths ranging from 3-1/8" to 9 PAIS, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210: LRU212 Rafter Hanger G HHGU5.25SDS HHGU5:50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU725SDS, Face -mount hangers 3-9/16' and heights ranging from 5 318" to 13-118". 11) PAI18, PA123, PAI28 PA135 Strap -style purlin anchor 8 LSU26, LSSU28 LSSU210 Light Slopeable/Skewable'tJ Hanger HHGU9 6b-SDS 15 HUTF. HUCTF series he Top flange hangers available in widths ranging from 1-9/16"td 5- 11 STHD10 STHDIQRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28-2, HHUS210-2, HHUS45. HHUS48, HHUS410, HHU�i.5VI0, Face -mount hangers 1/2" and heights ranging from 3-7t16"to'15", Concealed flange. 12 STHD14STHDI4RJ Strap -style hold-down 10 TC24 TC26.TC28 Truss Clip HHU8725110 version (HUCTF)avallablefor all models haw Ingwidth equalto:or 11 THA29, THA213, THA218, THA218-2, THA2222, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR HSUL, HSURC, HSULC series hangers - Skewed face -mount hangers available in widths ranging from 3- greater 2-9116" THAC422, THA426. THA4W-2, THA428-2 - ..:. - 118" tc:5-1/8' and heights ranging from 4-SM!'to 15-314". ... 99 ': `.:e 18 HWP series hangers -. 8 To flange hangers availablein widthsran m from 1-9116' to 7- P 9 9 99 12 12 r THAI1.81122, l`HA121�122, THAI2 1122, THAI222,THA1322 THAI3a22, 7HAI422 Adjustable Truss Hangar Sized for I Joistsrig Concealed fla e: on HS: H Available- verse ( URC, SUL.,,) :forall 118 and heights ranging ftom,a _ ...... 7f- 13 THAL422 THAR422 Skewed•Truss Wenger double2Xand4Xtnodels, orrly;acute flange is concealed,17 HWPH series:han ere' 9 To lan an ers av table i sr f -":, Pf 9e fi g a I n w dth anging rom 1 9116 to 714 -, CD THJA26, LTHJA26, LTHMA Multiple Truss Hangers ,; 8 HTU26, HTU26, HTU!lQ HTU26-2 HTU28 2, HTU210=-2 Face -mount hangers 112"'and heights ranging from 53/8"to 32'' 15 J TH U 8:W THJM2 4 SbS3 THJM2 5 SDS3, TH U26, J 2 MultrpleTruss Hangers 9 NU, HUCseries hangars Face -mount hangers available in vwdNns ranging from 1.9116to 7- 18 1T5 series hangers Top flange hangers availafile'tn vridths ranging from 1-9116" to 3-,16 TSBR2-24 Truss Spacer-Rest"ramt 112" and heights ranging from ?-718"to19.114" Cone-ealed flanga 5/8" and heights ranging from�-1/{3,"!0 6't, �17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version(HUG) available for all models having widthequal to or 19 JS series hangers Top flange hangers available in width of 1-9116" and heights cma bseater L"18 VTCR ValleyTrussClip 9 than 2-9/16". ranging9ram5-318"to7.114, LD 10 HUC01.8119-SDS, HUCQ181/11-SD9, HUCO210-2-SOS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers; 20 JBA series hangers Top flange hangers available in Wdth of 1-9/16'and heights SDS, HUCQ410-SDS, HUCQ412-SDS HUCQ5.25/9-SDS, HU00525/11•SDS, HUC0614- ranging from 9-3116 ta13-1JW M ram' SDS, HUCQ612 SDS _rt; �} (:) r, U� ff) Q1 F a� 07 0 - • ., - .. > > 42 EMS• • Products : Simpson Strong -Tie 2020 FBG Approved Products Updated 12/3012020 P • • � - Simpson Strang Tie 202U FB.0 Approved Products. ups 1 orzo Updated 2!3 20 • � Simpson Strang -Tie 2020 FB.0 Approved Products updated lzrsorzo2o • • Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 s•e• W • For direct inks lost WT Approvals Nsted"belard,. CLICK HERE. ,. For direct Nnksto all SST epprovali; Wd pelov;" CLICK HERE. :For dkeei Nnksto all SST approvals Ned uelovd,. CLICK HERE, - For direct Nnksto ell SST spprWels Nsted bela�r:: CLICK HERE. ..- .._ .. . ,G n Notice t ) GLICKHERE. . F additional ar :regarding ! s St to a Pr duclA aI System `and M =Dade au our of Acceptance NQ For add anal inf motionF on a wrd. o rowanu ty a A}, da PPP ... ( . _9 - rd" '. to a ,.,. R' ,.. .. GLIGffHERE For ddNiona iM auonre a in Florida s Ste wrd Produ. t A .. a em Arid de C n Notice- f A cte tarl 0 _...8 A,p vJ? ty .. P ,.. i A} a I Ann a prow I t Mam-Da au e A N .. r .irrk'r+c2F I fi F ddNionaf iM ationr ardor Flmda s StatawKle od va S d G . _ _....__ _ pfa. am... Pr gatA ro I lain an -OadD. aUn ".N�IaeofAcce larvae-NQ - tt9 4 pP YS M'anv .. H P (. A). :. :. :. " i n r cL of additional fafrnaUdfl:f regarding Flondas StaiewrdeP Product rowel$ lam and M- -0adeCou Notice Acceptance O IGK HERE F . , +€9 g f4 PP � ami .-ntY otrc of p , (N A}, 21 U3 series hangers: Top flange hangers availablein wdth of 1-9116" and heights FL#11468-R5 18 S1LBV1 56, SILBVI.81. StLBV206', SILBV2.37, S/LBV2 56, SlLBV2.68, SiLBV312, To Flange Joist Hangers p 9 g 5 SET-XP Adhesive Anchorfor concrete ranging from5318'to15-118":. - _ - -. 81LBV3,56,SILBV382,S1LBV4W.S/LBV412,.5/LBV428,,S&IIV4.75.$ILBV5.50. 6 Strong-BOIt2'(STB2ST62.4SS,SS.B2.6SS), - Strong-Bolk2Wedge Anchorforconcreta.available -in.carbon 22 LBAZ serves hangers 9 Top flange hangers available. veldt of 1-9116 and heights a Sea # Product MorieL Numberor Name Product Description f 19 SlLTT20, SIDTT2Z. 51HTT14, HTT4', HTT$ Holeiowns steal and T as.30A.and 3'IB stainless steal vp ranging:from9-3/16 4a13-1l8:; f ._ - HHUS210 3 HHUS210 4 Jmst Hangar - 20 8IMSTt30, S1MST72 Sill 11$ mil (14= a) 7 Titan HD R6 THb-HMG THD-;H4SS THD-14655 TH6-GS THD>GSBS j Then HD Heavy Duty SerewAnch rforconcrete and masonry 23 LEG3,. Lill LEG7 series hangers g Top flange hangers In Wdths ranging from 3-114 to 6- a 2 HRS6. HRSB ,HRS12 Strap Ties" p 21 SP4, SP6 d Plate Ties Stud T available with hex'head in carbon steel and T es 304:and 31.6 YP 718' and heights ranging from 8" to 33-112". 3 HUCQ210-2-SDS, H110O110.3-SDS, HUCOM-SDS Joist Hanger 22 SSP OSP TSP Stud Plate Ties stainless steel, orwith countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in vddths ranging from 5-114" to 6- 4 THGB2 THGB3 THOUH2 THG843; THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainlesssteel 718' and heights ranging from 9"to'32-112 . L5 THG02-SDS3; THG03-SbS4 5 THGQH2-SDS3, THGQH3-SDS4 5, THGQH4 S6S8 Joist Hanger 24 TBb22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THO50934RG) Then HD Threaded.. Rod Coupier for concrete 25 MIT serves hangers Top flange hangers available in widths ranging from 1-9116 fob- 8 TNGW3 3, TH13W3.4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rode Hanger'(fHD825158RH, THDB37158RH, THD37212RH; Tnen"HD Threaded -.Rod Hanger for concrete 118" and heights ranging from 9-114"to 24". THDSQ234RH, THD10212RH) 26 PF; PFB, PI'll PFDSB series hangers Top flange hangers availablem width of 1-9/16" and heights: 10 Wedge -Ali LWA) Wedge -All Anchor for masonry ranging from 3 3/8'to 7-1/8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available, in widths ranging from 1-9116" to 7- Sea 9 Product Modal. Number or Name Product Description Sea:# Product Model. Number or Name Product Description FL#16230-R8 118 and heights ranging 9174" io32`. 1 DETAL20 - _ - Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, GCQM4.62-SD'SHDG CCQM5.5D-SD5HDG CCTQM3.62-SDSG; Masonry Pier Caps 2 FGTR FGTRHL, FGTRHR Girder Retrofit Anchor' CCTQM4.82-SDSG CCT1:lM5.50 SDSG, CCCQM3 62-SDSG. CCCQM462-SDSG, Sea # :Product Model. NumberarName Pro duct. Description _ 3 H16, H16S, H15-2, H1fl HurncaneTie CCCUM550=SDSG 1 AT.XP - AT-XP High-Strehgth Acrylic Adhesive for "concrete ; or masonry-- FL#10860-R5 4 HFTAI2, HETA16 HETA20 HErA24 HETA40 Embedded Truss Anchor 2 ECCLQM362G-KT, EGGLpM4 62G-KT, ECGLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETAL12 HEt-AL16,HETAL20 Embedded Truss Anchor ECCLLQMD4i620-KT, ECCLLQMD5i50G-KT ECCLRQMD3;`.62G-KT, ECCLRQMD4 62G- 3 SET-XP SET•XP it Hi h-Streth Epoxy Adhesive for masons 9 p yAdhe._ Y Sea # P oduct Model. Number:orName r Pmduct Description 6 HGAM10 HM9 Masons retrofit:connecfors Y KI", ECCLRQMD550G-KT 4 Strong Bolt 2 (ST62) ,9 Strong Bolt 2 Wedge Anchor for masonry }e ^' 1 4 R A 6 AB/l94 ABA44R ABA46, A8A 6 . A9A66 BA6 R Adjustable Post'Base A jus#a Po Ba HHETAI6. HHETA20 HH A24 HHETA40" Heavy -Embedded NSSAnaliOr" _ 3 O NraUMS 25, H UM5,5Q HGUM7 OO, HGUM7 25,<HGUM9 00 Heavy Masonry Hangers 5 Titan 2 (TTN2,) Trten 2 ScrewAnchorfor Concrete: � W 2 5. 65 B 66 i3U66R ABU 8 ABU44 ABU44R ABU46 ABU46R ABUS . ABUS 6, ABU A U ., A 8 , , � Adjustable Post Bass- 1 le 8 LG 2 LG 3 S 2 � LGT SDS3. T T DS Gird r ie own e T d 4 LGUM26.2 LGUM26 3.. LGUM26.4 LGUM28 2 LGUM283 LGUM28 9 LGUA11210-2 , Masons Beam Hangers Y 9 _ 6 Then HD HD H4SS THb H6SS THD CS$S _ Cr � n b eav D r Anchor Tire H H y uty Sc ewA liar for concrete available in 304 W ABUSSR, ABU1010, ABU1010R, ABU.1212 ABU1212R 9 LTA2 - Lateral Truss Anchor LGUM210-3 LGUM210-4, LGUM46,.LGUM48; LGUM410 ` - or 318 stainless steel with hex head, and,316 stainlesssteel with 3 ABW44Z ABW44RZ, ABW48Z, ABW46RZ, ABW66Z, AB1N66RZ, ABVJ7 -7 Adjustable Post Base A j s a 10 META12 META'16 METR18 META20 META24 META40 , , Embedded Truss Anchor r a r r r- r r MBHA3.1219.25, MBHA3:12111 25,MBHA3..a6/7 25 MBHA3:.�619.2a, MBHA3.o6/11.2�, MasonryTop Flange Beam Hangers" countersunk heath 4 AC4, AC4R, ACF4,L ACS,.AC6R, A050 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, M8TCM60 Strap Tie for Masonry M8HA3.56111 88 MBHA: ;.,W14, MBHA3.56/16, MBHA3 58h18, MBHA5 501i25,, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6,. BC6R, BC8, BQS2-214, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.5019 25 MBHA5,50i11.25, MBHAS 50/11.88, MBHA5.50114 MBHA5.50/16, 6 CB44, CB46; GS48, C866, C886 Embedded Column Base MSHA5.50118 7 CB5044 SDS2, CB5Q46-SDS2 CBSQ88-SD52, CB5Q86-SDS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.56/S.25, MBHU356/11.25 MBHU3 561'11 88, MBHU3.W14 MSHU356/16; Masonry Beam Hangers FL#16837-R3 � 8 CC, ECC ECCU Series Bolted column caps with W1 ranging from 3.114' to 9.112" and: FL#11496-R5. MBIFIL fl$ MBHU55019 25; MBHU5 50/11.25 MBHU5.50/11.88" MBHU5.50/14, > W2 ranging from 3-518" to 7-112" MSHU580115, MSHU5,50118 Sea Product Model. Number or Name Product Description 0 9 CCQ-SDS2.5. ECCCSD52':5 Series Screved column caps With W1 ranging from 3.114" to 9.1/2" and Product Model. Numixaror Name Product Description 1 X34B1016-5K X1 1018 18101' •4 , X 151016 X 161016.4K $ , X 6 K © ,.. Q - _ #10-166tro -Drive M I "R- l ng X eta. Se Dr (ling, Tapping Screws with.#3M L W2 ranging from 3.51$ to 7.112" 1 DTT1 Z Deck Tension Tie . Drill Point r1 CL 10 CPT44Z CPT66Z CPT88Z Concealed Post Tie Base 2 HD12, HD19; Bolted Hoklowns FL#13975-R8' 2 XLQ114T1224, XLQI14B1224-2K #Tg 424Strong.Drive XL Large,. Metal Seff-Drilling, Tapping > 11 EPB44A, EPB44, EPB46, EPB66' Embedded Post Base 3 HD36; HD5B, HD76 HD,96 Bolted Haldowns' Screws with #5 Drill Pointand Large Diameter Hex Washer Head 12 EPS4Z Embed Post Base Embedded Po a 4 HTTd H1l'S, HTTS 3 t4 Tension 3e9# Product Model, Numbar :cr Name Product Descritrticn 3 XMQ114S1224 KMQ11AB1224-2K .; .' il 912 24 Strong Drive 7CM Madrum Head Metal Self Drilling,, O 1 3 LC844 LC668 Embedded Column a m driedBase e$,S 5 LTT79 LTT20 LTTI31 LightTensionTies 1 D D 2 38 S W22 $ 5DW22458 DW22 0 DW D W223(�, $ W 23 , ,, D 43 .,. , S 5 4 S 2Z600, S W22638_ - - - Strong, Drive SDW EWP PLY and TRUSS. PLY Sorews I 5 i .<i Tapping orevds with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCfiZ Light Post Cap SbW22634 4 X011451224, X0114B1224 2.,�r K, X114S1224, XQ112S1224 X011261224-2K #12-24 Strong -Drive X Metal selhDrllling, Tapping Screws with fi/i 4"'0 15 MPB44Z, MP666I MPB88Z Moment Post Base: 2 SDWC15450, SDWC15800' Strong -Da e SDWC TRUSS Screw Drill Point U 16 PB44 PB44R PBd6 P PB66R , , BIZ, Embedded Post Base FL#13628-R5 3 SDWH19300DB SDWHig400DB SDWH19600DB SOWH1 SOODB SDWH7 OOODB 9 91 Stroh -Drives DWFi T MB Scre+" g 5 t ER-H£X 1 a L134S14 6. xU B 01$-5 X 1 ,. 34 1 K - #1016Strong_pnveXUMeffiISelfDrilling,- Tapping 5crahvs+ntth 11 PBS44A,PBS46 PB568 Embedded Post Bass 4 SDWH27400G SDWH27800G SDWH2780DG,5DWH2710o+'.8DWH271200G Strong-BrneSDWHTtMBER-HEXHDGScrew #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model, Number or Name Product Desolation 5 SDWS16212,80WS16300, 8DW516312, SDWS10400 Strong -Drive SOWS FRAMING Screw 19 PC44-16. PC46-16, PC48=16 PC64-16, PC66-16: EPC44-16, EPC46-16;-EPC48.15, Postcap 1 S8518x24 S0718x24 581x30 SS Anchor Botts 6 sDWS19600,SDWS1g712,SDWS22400,SDWS22500SDWS22512,SDVVS22600, Strong -Drive SDWSTIMBER"Screw(fnteriorGrade) 0 EPC64-1,6, EPC66-18 2 SSTB16, SST620, SSTB24, SSTS28, SST634, SST836; SSTei 6L, &8T620L, $STB24L, SSTB Anchor Bolts SDWS22800,,SDWS22900, SDWS221000,'SDWS221100, SDWS221200. SDWS2'21500 FL#35320-R0 L 20 PC4Z, PC4R7; PC6Z, PCBRZ PC8Z,.PCSRZ, EPC4Z, EPC4RZ, EPC6Z; EPC6RZ; EPGBZ, Post Cap. SSTB26L - 7 SDWS2230OD13SOVVS2240008. SDWS225000B. SDWS22W0D8 SOWS228000B, Strong -Drive SOWS TIMBER -Screw (Exterior Grade) EPCBRZ SDWS221000D8 tea:# Product Model. Number or Name Product Description 21 PPB44-4Z, PP844-'.6Z Post Base 8 SDW52231208B, SD,WS22512DBB- - Outdoor Accents Structural Woad Screw 1 DSSCB43:5 .DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDW827300SS,SDW527400SS, SDWS27500SS SDWS27600SS SDWS27800SS, SDWS271000SS SDWS271200SS Strong -Drive SDWS TIMBER SS Screw 2 FCB43 5, FC845 5, FCS47 5 FCB49.5 FC8411.5 Bypass Framing Fixed -Clip Connector :3 FPHSD34S1'016, FPHSD3481016, FPHSD34B1016-5K; FPHSD34S1214, #10-16.and #12-14 Strong-Driye FPHSD Framng4o-CFS Self- Sec # Produat fill Numberor Name Product Descrlbticn 10 $DWV13400 Strong -Dive SDWU SOtE TQ-RIM Screw/ FPHSD34B1214, FPHSD34B1214.5K Drilling; Tapping Screws FL#10866-R5 1 CMSTI2,CMST14-CMSTCI6 OS14,.CSIB,CS18,CS20,CS22` Coiled Straps 11 STN22 OutdoorAccents Hex -Head Washer 4 LSFC225 LSFC425 LSFC8.25 SFC225 SFC4.25SFC6,25 Steel;Framin Connector L) - 2 HRS6 RS8: HRS12 FHA6' FHA9:FHAl2 FHA18 F AZ..: FHA30 ST126 MSTI36, , , H ,_. ,,.. H ,..,4, . M. _, a s97 mil 1 a:. > Str P, _.. (2 g... } - - 5 - L$SG4 25, LSSC6.25 SSC2.25 SSG4.25 SSC6 25 MSSC2.25 MSSC4 25, MSSC6 25, ..... Steel Stud Connectors + Sea,# 1. Product Model, Number or Name FJA FSA Product Description Foundation Anchor 3 MSTi48, M5T160 MSTI72,'&MSr27, S1MST37 S MST48 HTS16 HTS20 HTS24 -HTS28 HTS30 HT53OC: , ,. Heay. Twist Straps _ y ps - - .FL#1.5363-R3: - - ,6. MSSC4.25KW, MSSCB 25KW' C 3 C 5 K W R KW , R KW5. , RpKW7 5 RC ,W3S RGK 555 : .. Rigid Knee Wall GonneCtor 2 FRFP IatRetrofit oundat Plate FFoundation 4 r A3 TA 6 g LSiI 3 ST 9 TA12 M5TA1a ST 1: MS 2 INS A2 LST D, LS 3 ,LST 4 ,. 7 , M_ A , MS , M, A 8. TA 1, T 4 3 d 8 a Straps 4 m (1 . 9 ,) 7 : r, ... r : r SC843 0, SCB45.5, 9C$47 5, SGB4J.5, SGB41.1.� MSc64,� 5, MSCBd7 i3 . Bypass Framing Slide -Clip Connector ^^ 3 G 8 6 G 48 8 G 48-6 48 GH4 0.6. GH4 0 8 G 66 6 GH66-& GH6$ 6 GH68 H4 H H , GH 8,_ 1 .. 1 H _ , , 8,,GH610.6,:GH610-8 Girder Hanger g - 5 6 1 LSTA9 LSTA12. LS7A16:`LSTA 8 LSTR21 LSTA24 3T2g2: ST2122 ST2115 ST2215 , ,.( LSU131-13.25 SUBH325, MSUBH325` Straps33 mil 2Ei a g_) Bridging. Connector : Sea # 1 Product Motlet. Number:ar Name AS It, AS18S5 AS1SS6- Product Descrbtion 16 ga, Truss Plates 6 9 SCS32 3197, SGS62 5i97 SG58231118, SCS82 5111$ SCW325 SGW55 Bypass Framing Connector Head -of -Wall Slide -Clip Connector L.L 4 GLB5A, GLB5S; GL550, GLMOtL GLB7A GL67B, GLB7C. GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS20HS 20 ga High Strength Truss Plate 10 SJC8.26SJC10.25, MSJC8,25; MSJ.C10.25 Steel JoistGonnectofs 5 GLBT512, GSLT612 GLBT516, 0,131-T616, GLBT520 GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18 LTS2D Light Twist Straps 3 AS-20 20 ga.. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glu lam Bearing Plate 9 MSTA30, MSTA36, ST8215, ST6224, ST9, ST12, ST18, ST22. MSTC28, MSTC40,;MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O CIO 7 HGT-2, HGT.3; HGT•4' Heavy GirderTiedowm 10 MSTC68, MSTC78, ST623 Steps 88 mil (14ga} Screws W 8 UFp10-SD83 Universal Foundation Plate 11 MTS12 MTS16, M7$18 MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B101&4K, XQ.4S1214 X01B1214-3 5K, XQ7881224,;X078131224.3K, #10-18, 412-14, and #12-24 Strong-Dril Metal Self -Drilling, URFP Universal Retrofit Foundation Piafe 12 S62.56;SB6,, 82.68, StS3.12, S163,65jS1B3.62 SIB4 06; 81,Sg Top Flange Joist Hangers FL#15730-R4 X0114SI224; XQ11491224-2 5K, XQ112S1224,XQ112B1.224-2K, X34131016;51<, Tapping Screws a S1134,12, 516428, S/FT4.751SI85.50 X181016 X121016 4K X1S1214,X1B1214-3,5i( 13 S16A2.17J3, S/BA212/10. S1BA2.12t12: SIBA2:12/14, SIBA4.1818, $A3A4:18/10, Top Flange Joist Hangers Sao # Product Model. Number or Name Product Description z J $/BA41$J1Z,$/BA4,10/14 1 ET -HP Adhesive Anchorforconcrete Z 14 S1HIA Hurricane Tie 2 GAC GDP GDPM-50,4-,DPM75 GDPM 100, GDPS GW-50 OW-75 GW-100,GTH Gas -actuated fasteners and assembles 15 S1HD8S S/HD8B S1HD10S, StH 10B S/HD15S,SIHDiS6 D Holdowns 3 PDPA PDPAX, PDPA7Ml POPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder actuated fasteners threaded studs, and assemblies Q 16 SM'DU4, SlHDU6, SIHDU9, SlHDU11' Holdavuns PDPAWL-MG; PSVL3, PSVL3-I(, PCLDPA, PECLDPA PTRHA3, PTRHA4 J - - 17 S/JCT, SPHJCT - - Joist Hangers - - 4 SET73G` Adhesive Anchorforconcrette: SHEET NO. March 15, 2022 PA 1.2 — — . . .- - . i I I Irl 11 I L I I I I . I I . .. - ���� -*-a - a) - (D = I - — Cf) Co (D -6� -0 > 0 - . MIA ' In" , ­ � , � 0-b"'tcou2nT. VD mmm '1�WDV4=Wft16L*0* I I 1 I I FGT1ndmtries,1mik., I PGTIddtii�,U$� 9- 9111n-d-usqkikes. I=,, - 11 . -= a) 0 -4.- I - &- -a a) 0- = I �, .. I - j'jZ*5,S.W2' � L' - .11� - 11 � 1. ---- ., - I ­ L - I _ 1 _ ISS9tit-A06=203 � � -4 -.1 L '-­­C� ­­ _ " - _&�j4T,j� k - - -!���Of ACCXrIANM EvvIDENCE SUBRU11M. .. � � -1. ­ I 11 I C-E- ' N ACCEA�N" 'EVIDENCE��� a) a-o 2 C Cu -0 a- ,&Uj"jjjM_"' _; - _ :j Owl _ M" k ,, - ", L - L � . � PWR) . um . . :PjEAWT%dZW DIF,W, - L.' AWK9N ,IIZSOUX . U . ­ 1. � - ­1 ,,, � ­ ­­��474 *dAADA"C=-"MUMMTRALit(*,',Drn-g�XON T , � . 1 15-�5­ . 11 ­ ,_, � L�7 " � ­ , L. � . 1. �, - I.- -- IINOTICE OFACCEPTAINCE-flEMENC - 'ELSUBU1171M, I I I - I I � ,I D, - — U) a) -4� (D 0) 0 -1Z -*� ,U) Kbt ACC I I INO A -L k f.— J *) I - It '111"Oft 'Pt �Ni� ; A. I � I I B. TE:STSI(cqutiutod)� ,iQUI I I 11 L ='A��CE I 1, P*�Dqmrueut * &mbnic 4*4* j%M- I - C = Cu Co a) -0 0 'S? PGTIii�hw. . 1970 Tethu&VDzive, - �DFANM6S I L L I I I L . I . I � 1 - 5, Test report on. 1) Affi,lqfiltofiWlTes�- '111:01� FBC, TAS1201,94 - ,,, L , � - - . I ­ , i 1 - I ' � � . . . - . . �. - . I � - - - -0 C 2 0 " (D 0 0- = 0 3: - - ' t Ve -L,34275 North uklf,� � -- I - '­ �­ 2) Unifom StaW,Ak Wimme Test, per FBC, TAS 202-% I � , � , ":ti. , - I I I I - . E. , AL CE1k1iMbA:I16NS 'MATERI ., � , ­'­ � I - �, I I � I � - - LN � - -, , ' = 0 U- L I ,S- L 1 "Coft.. 'L, I I , ��� - - -2-, 1 �� . sbeeft"I � I'll � p Atim ,"ver, C ,W. 3) Water 4 - � 1: Fn , U0)02-94 �4 �.;L 11 - � I - I , , � . - . 1'.' 'N0tLke,qfAtCq L , jy,­15 4,52&I, ,1 isgm.id,, to V ,F-Jam,im-L I 11 t . &E, .** ­ I , _ j � I.:i�. ': , � � I , � L 11 - 4 ­ ' ' C - - — 0 -&� %.I.- m Cu I I ­.. I ­ L I - ' - ` 'ffij. L " of' - ' JjW Ili ­­ LLL L, . 11 - I . JeS _d­gUj&U= L ''h= "I . " Mii-;s-N0A-"i*. theqv*Ahle- . ,W. � OdAs 1, .- Z'�S��­­:L L ­ 'rll , ­ ' - I L- 1 -1 - _ ., - Aq re � _ "" L ,P"I� ��:� ­. i.- '' I - I - � � - .. .. - - � 1".. .. remon A dated ­ , lestperFBC TAUJ�2-61�94 4) - � - _ 1� I ­ � ,- I ­ .1. � ­ - i I - - � , 'ti , , � 111NAlke B , i A,term , .5. A', ry , k , ,: � HS- or,wm ows:=d," - ��O�'k r , A DOG ,', tiated OM3/1 � 11 - "' � - M 0 > Cn _ L. 1.11 1. � 'L _ i!�', _- , I, ­. � te�t ­ ­ I . � 11 . - ­ - �j=,tji4!!,j!ijL.jji,iM _ - cbuw m "I doruam�mtafimsdbmiftM - -, I- ,�,IJM =.ep, by'MAmi Do& � ��� .. . ... Sectionibb I . , - - � "I'll", ........ ----- . I - ��� ... - Wj, ­ -"�-­ - ­ �5) , IA;idbg,pff FBCJAS 2,03-94 L . - � . I 0- JLQ. --m � _ I g, 0 '130) 1 - ­ I I - . I . 11!V= 11 11 - -. - - . - 'No­J6_02#,0&kSWd"t0VjsiG -f U) (D L- -6-0 " 0- I I. I � - . I'm , �� - _; I 1. , . bepsedixilgami,Da&lro=tyaW.O*Umeas,w,h=.a4Dwedby0tell�Au*oFity-H, i ,: .1.. I L� - I L : -� , I . - .11 I I � �� I . I I . - * I I .... , " . - I , , . T�st uFRC TAS 201�4­1 0 ,Foe,, 1�*y , W , - I , ­-, . 4 , )']Fb ­ , � �, 'n I 22. NoticenfAcceptance - 1. I F.Amsiouldruited ortheir 41%T ' � I I .. " i ' 'O OR Cu 0- F= U) " Co -1-0 11 , , �­"L , _ "I - *. I.- , Th-'' r.- il 4 I , . - � 11 , I I I . L , � . . ''I ralid. Rmthe � . ThisMA shallaotbe,VL "' _ pa ­11 � - " � �&. � ' ex ' afton date­,stated1b.e1DiV,,Th,e Mami uctCmWSec�mn ­ I -. ' ' - L � � I -11 � . IB: -�, 1 I . XS TES I ­­­ ­- ' ' , d, I .9fid"4&s;� dom� pte-01" . i6 �' I WL "raw ter-, A is,:j*n�'-Ulite) A' for I 1VCtxtm�r,Exuvs1on-s'-� 2�2-�ii,Alij� a& ­ ­1 .1 '' ' I '­ � I ­­ � - - ' '�"'n" -,,_. � . = - -0 - U) < - I * I ., " IC 0 '� '&e.AW'-L-(* NfijjjjiVa& A�Dade,­m.m -m&oe lodier&m th . . , I I �t"e m, e- ii . -1. .,arm, td� , #t to have this � 4. gy � � . I 1. � , I I I I L I I � - L I � . � I., '-; � , ­ ,� ' L T L � ') , I ­1 ' � ' ­­'. ' � - ' � � ­- I . I _ I e� - - US NU-S, I � -1 Aest ­ WOM' ta W'", L -1 � -- � , ­j? , - 1-4 _ _j� _JC�� I _ S, L e Ti , I L U, . '11��,� L. L � I _� I . � " ,per � _ ­ , ­ , - - , , I I . ,W- , IL _ _ ' �' I - I - ted " L I 11 .00 afid V - ., ST=L, __ . -#a, i.i 1 1 V 5 " d 11 I I . , "'dated 1 1 1 .. � 2P Vftdoms a ad � Doo rs I � - ,,, 2U1' 6, expumg,m - 9f-) I - I 1� . � 11 - - I � 11, 7 . I - � I - ; teld6ahir - , f **j6C�e, , jjjAjj6& L , 4t*hr _­­ L , - ' t6 - t1il. . ][f&iS lliii�� J4, ea �V-Ct, I - P -' ' -.k�*fffOilo , 'of L L . . pf _ - �, I ­�.� , � I ][)= , " � L ­�,-Pr '­ p . I � I I L i�� , . ­'� " ­ I I I - L, - I . , - ,- Jm , act T'A petfBC - * AS'201�04 "' � �­ I F. 1, �� - � � ­­ 4 I 11 - O,Y p� � li� 7 �, I and 0211 1fl6) I.''. � 11. � 1 � -5 I o, - - ited t 3- Notice �of Accepzpce'N - i"kii� ismedtd,Vism Extmsion Lm for heir I ' ., I I . I . ,� ., L ­; .�, � a I I � I I , I - f'je* dje 7L A , 1&dif - ­­, ,; I IL+-Vr'L' ­..­�� �� L 1.1 �', ­ " � I humner themamh' wilt - P,'�6&*sf*m---aWtheA-1U '3 Atija�ly ` - .Y 6,1 .., mrar, � " �'­ ,,� 117 1 expe ," ­ 11'',"11" I ,7��:,, ,� L� 1 L I : 7 , I . ' , , , ,� - - "' � , �. , - I ; I - �'� I 11 '. ' , L.,L S , - ' ., � -C . I � , , - , , ­L � ­ �­ 111. I � , �, _ I . �t J � , . ia, " " : K"9i "" FW, T -7#. I ' ,P*lic WinA, _ 1`64 '" - ) , , M. I , ' , -': , ,. JA W3, 4 ­,� ' .:' - � ,202-94 , .. I - - - I I I J - - L' I " - " - Extm-- - 1, lik-W, 'Ihovm Coated �CPAU�4,ortamhWed)� kx $4" RW. , ,,C ,m trudon , , PV - . I , , ,� I .1, , " "I I ", , r, � L . I-— .'f L , � � JW iX' L Ite � - - .ffi. �� 0 -suij�fi 'Pic m *1 I ::' eir, . Jim diefil, d. ' 4 4 &.umie � [W,J;kf�� - iiesoze§ tkLi �:nght to rieivd � . � ­ I . L- , L , , -n 0 , � I 'kill dils, suspm, .1 i � I � - I 11 . , '' ., ,-L � .1 . � - .:,. - �� ­1 ­1 I I ­ - I , i�� I-_ I, I I Z-A I �`jtj , - ' - ' I I., -1i i '-, "d ' - , - ,. L '' ­, � ­­ " -' ­'-` ", I ­. ': , I at�l - JjEtaj, `7 'W111 , It L' ,_,_, W . , i , s dm - , , , .111."'t: W Aia pyi. �� *1*1 W, ' "'M I'� IFFM u.'Apa n N , I I , S'L 11 11 I "I LL - .... LLL �FBC, TA I 11 � - �� I I, 2)C12-" I � I ' -1 - - �� mg, , , , AVmdam,& ,7,da mqm 09, unk I "' ft , � 'm�. , a ,onAM'"rs dbi�iils: - , 1 i " a � . � �� . . Ao _Wt_Vt3jr -Conn-dgecfim&at&ispwdwtmffmteiialfaia 'e�._if .ft_j& deternli�bdbL Nfianjd;�de CmuyftDdm,t % I � I � L Y-1 - mm reTmmeutao�k I ­. L I bkbuM-' the , , tho qplica A. h1gCu&­ � - _ , ­ 'W­'dn "�." . � 1, ­ , I ­ 1 � I, - I - , L I ­ .gBIM, " ­ - ­­-�­ , I � b-�. ,F . I , I , . - - I . '$k - . I 11 . , 'V - - ' - I ; L - , .g . , I Ti 'T N �f , si I " I - I -�­*`7-a�d - - elle��- [ li;��.Ulb I= � '6-Fn'9-717 ftt0d,l JG711's _ I_ , .-:' - :� -!t . � � Y -1- ` 1, I � - =�, es r .. I �- � ­., ­'. ­­� , �- ­ -�, - .-, ," - -1 I - ­1 I I ­­ -­ , "', , , I �, . _ I � . . - L � . L I � ' I is�nce T8.t- per FBC, TAS 202-94- -3) WAerRem 11 I - ' '-- , - L 1 L 1-1 � ­ rued t-N . estiation'O.0whow-USA, Ndke of, ,'I"71ik, ' tj� " I i� 4.�, - % � AccepfaaceXb i .1m L ' 1 - � _ ­ I - ' L - - - ­ - I - -19* 1, � .- �, ... . I r � 'L - , � L ed ="4*i,46kiib0d***m*dhas '11his ,.fri .1 lea� I i0ii,w �., lbawj to4*;yw&"�t�:4�4� -W, A111 �­ �'. . I I . � - . i 1 I � !- ,i!,�'A 1012�0rt L, - . 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Dow qt��v�* & I w twW!�-T.-W. �L � I � , , :i �, � I S i�u, ��, , 7- ' t -` , , - � , tcsme W�. - , rA �" - ��b ,�M, , hi ,,,� I fom ., mic- 1, , � - ­ I T I - - � ' - ­ 'Y;­ "'L " - I . I . � I . �, 11 I I I-er . - I �- L , i - I - ­ , 7 , � ­�V 14 I - malmid ' ,&A,I,W- p,?,n4 Vay ,& M Abof.prepared . , I *q, vVith ifi�fim dia� df' i 4 W I &&gg I I , ­ � I - - � . " I _ 'j .0 5. t , pta=:*,b�' '�i 712AM issued- ra� � - Notice of,"Acce � - I I SX I 1. I , - I .1 - . 11' "Mronze-and-Lighter 4 � - ­ - L - - - � , I .. I - � I I � ­ . . . - . � -1 - I . L . - - WC'UAIE . _-'MD_5 . I . , - I S I bbet -N7-pDraUjj��Nb ' 1­ ' '_ -J., _ A-PMOVAL 47,0. Q, ReV] " JWed "V-Myl SHdjqg,Ghss Do"WQA�LW, -1 I .. � ,� �, 3) V4 Ari-R&M-929CC- � 'T st- pff-. FBC, TO 20194- I .1 � ., I , � , - '' - - � ,. - , I'� , , i -' I , _ '$�t­N'� I - . �'A by., Feneguation Teamg Lab In't Test 6�. FI'L 8552' _ 'aJ4 I -� - I � - - �t I - I . I _ . I , - - , � , - . , ' . , -j1t&;lj S. 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Fo&pa& . , ­ ' V­ t,.L, _ I I � ' - '-'-, � � t�ja�- No. L3'0- �--4570. 0,14itleVI W ilidiagOlm A I -� �sbeqt, 1. 0 Rev 1. ,DoGrN0 'PVf) - r-1 I I I 111. . � ', . I I through 21,6f 21 � p4mved dated 1,0"05/1 5 , by. I I � - and last revise&m , 04,127,120T s*ned Z sealed'byA-4"Nliller, Pf- . I . L I I - L L , - I , %0#YL % - Part D " , -11-Y-M ' ' AST-M C5,19 Ille-MW . I d - 2-n B 61 'Quanex- (X-Q,V-,,, &Aft L Cod I � ­. - - 1. . - - L t*W8*- I'l of 2 1,ympamd by-, mamifaeftarer, dated. 1"5il--5: md btst revised on 02/0.1,1 1, I 11 I I 'siguM,,-md,sealed,,by.AL,,t6rAti�h-iiinff�"-P- I U) I I I , ­� ,� 'TU-W1 '' ' � ­ ''W � - - - �� , , ". : I I "m . " .& , , , - I W, MT �fm, S --D 1434 P46= 1 � 410� � , L b�-­AZL-GR, ASTUIF .1240 , A 1M � � " - E� - � I" � " . � �;,- , , , ' " ' J , I , ". * - - ,�� i -E I I'll I � I .1 - I : I I I I - -� I , I - Noft,- lb� z:=V1-dDn cangists rephoetamt � of - sm , me - exist* mstAafim: screw �mth flat hftd- " B. TESTS " 1) 61 6 , " , A- S k- 546 Dew- t)ejMj� __:�2,W L' in __4,s hM_ 2189, LG.. Dun't I � N , I I � � I - - 1, - ., P I - 1. Y - O& - � - � - - - - I I . � - I .1 I . 1 . - . 1. Test tq*M oirJ),Air1nffitrXiDL1e&t per1FBCjAS2?02-,94 � I ,(SWby#AWPY(Ide,r,NO-4N#.15-91#9.ki).: ­­ I ­-­ ,. (D , _ I I I - . ' ,2)! �,, - Static A m Pm=e Test, 1�oAdft per TBC, TAS 202-94 I - ,�' -, ".", I - ,,I �, , I L L L I , I �Isloft. wiflill''VC-AAM. 303�t'3�,A,Tb -, S - � I 17- � V , , , , I D, - , I , ;, I MM J - - - � I , ,�p'L", ­ - _ ,r_ I W.;q ktm ]Ud IP'Arts ja ;m, ,:�­, - I . " - I 1. , h ,', , 00;� ' � � , -� I Ali Tt--STS " ' ' - ' I I I � � I 3) Water Resistarice Test, pa FBQ TAS 202-94 � � 1. - , , , '#L"" W-t��i I ­ , - I ­� I I � - I I 0. I , - � - amwas, Kt�� I � I � - I "' �� , � , -for-1vom I I '1�y flw- � Z, - ;, � 61-V it��. ­ 1-- 7� L , ­ L-,- I I - '- ­ . I - I . 'L , L - I N I., , 1=-'. - I . . � - 4) ]L;i L ' L . , _Missfle IuVac(Test perFBC, TAS 201-94 _ - OW I - - I � �. � - � , -T 'pMgf=-'(-SW4bjl?hWIllido-'N"0- N-' 1'$- - ` E�- Praflle,C, � ' Al - ALAW, � �, 7 *OAPat* , ­ � �. - I ­ I -1 ­ " L I � ' I � - . , C6 CAL E I I I - - FBC., TA.S- 2" id pressme Loadm9per - 5) Pyac W, ,. . I I- 1',- ,4 I'' - , , � � 1. - I 1 0 I I L 1 04 ,, L 0�9­ , , I - I I- NOm . "'wft , or . . marlmd- , and in�i diagrani, ,!an P I I � along I V a�� 'I',"", I . I GIT j2dustfim. Inc_ I , I 1 . I . I , � I- I I I I I I - Visim Ektmsim Ud..'Parts coq,Vlb�*g �-wfth ]����4, 3- 8-1 - I I - 1, ­­,� 1. , 7- , ­­ I - .- , " , �, , I L i ' "" . , L, -4--f (D I I .-Uosligt .- ed �bdbiw, and test-ed toguaWDawsif -701 and Dow4 99� sgicones; r�� . . - I - , - , I ,. I I I -13�, (Srubmamid I � - 6.44JVoi O'' ;tind&.N - 64 `05)� L - id ' I i I �"� I , � � L , " - ' ��'- - -- IVIA, I —'f D, - QtTA1j1Y,0.5UX-A.NtE. :3 I (1) I- L Test Rep,orts No- - ­ I proposA dated-09)031114 I I I I 9-� PVC- - 13101431, I I - I ,1� pedifim - tm 5jrR Potnth,wl Chtion e(PVC) Exte m- S I J - I 1 I - - - - 1. � ­ , _gid, " , _ ,- I L, 17' � 7 � . 1, .�� � '' ��- I , - i - � I I tiy � � ,,, -f:.e -,�- , f& 1, z �� Ltd nes ProAks fibr-:Vilion E�� 11 I., Arat � . I 7 ��%��Oeparioent�t��and!E�� goso� GtER), - C ­ , - ­ . I I bo�rt(unt7 i . n piopma.Q: FTL-20- , � �, ,*0ji6rL:Pro calificah-on ,�P �17 1 - - I - � I I I I - CD L - . I , lunit,sin:pmpow) TTI,-70- . I ­ - 16- Notice bf.A-cctpta-=LNb. 19-121-7144w.jed to Bpmpf;e�on-'Sqkfion�L USA � : - I I I I L 11 ' � I � � �, I 1. -, Inc- for, , L� _ - ,. . I � . , I _ I I � I E, XATERLAL, 'CERTIFICATIONS. I I I I - "' � -- - �,­ ­ I I - - - � , ­ '­' Cu - I w I'll, . I ll. - . - P� . . . . . . , . 11 , 9 in PI%MS* m&FT1,20-2 . - " .. � ­ L �� , 1011A. . I I . - I . L I . � . tb&,'T-" -3040 1 -*4 -(Aou--�- WVW Rigid - PV -ft � I � &,I& � C Exterior ,"�"Rls for I . I I I I ­ . � ep ance_. 1"305.02 ,�� Oft 14AC,C 'Lt , ,Nb.L f- N , , � . _ mied t6VOr"A� Inc fortheir . , ­ , I I I 1, , ,� , � L I . - I - I - ' ' " ' " � > PGT PW7620A Alumin= F b�od Window (unk 10 imp wosAD dated QV13120,0 dped , , L ' ,��", ' W"Wrilind Ir' 0 1 oiring, on a I Zj"'OLI I ,� I I , . 11 ." I Doj� ": , I � ­ I - .2� - , I � I I ' ' ' 'I 11ite "107, ,- kU -i V �/QaN- .. 11 1� 1 , 'P",,i, e:!fP.m,-9,:m- - - M 2 , 211A� tff _ ,�& L _ �­ " - ,- I � - I " '' . - _ = 'Ortega, P-E- scale& Id � L LU- I 'N �Jotice- � � � , , " t0fife L ,6,� I", �� ��, . �j &'u,�sued,10 E- q 'F " , §.k 4' �C&P - - - ion- Sphition,,- -, , � I I ­ ' a V ,,�a �- - - '' , , I jt, � . - i"U'' thir, �- 21 � , 1* � . � C4 I _, - ,.�,­` I ' �11 � PV _ ,,�, � ­ ", I - I - ' , LU - , , ,�, OVM � - - - itt ` � � Exteflor'Ex r _ In 'Dr. L tbm$';I�s Ulu li"Mia - L f . DtoreleX j � gid X ­ � . 'And Pffmg bA-, � L . � � I I -, I - 11 4ing-on-071003- - I � 1, > DL 0- C CALCUIAITIONS. I ­ I . L " - 81 ' ' '- "' - I ',02.2&23-- 1 �, I , I , I I . I - ' '. � - 3- . �. � a 11 - _ =� L- f ftheir "Bro" I ; ,Anft�ld I I I I � I . I � I -� .1 ­­ I',- - I I 0 I < . I I � .1 1. an , 1 44 On I � I , , 11,� I- P. 'm � L ,� 4'W *ith "C- .1 , ­ � " � 1, a6ajy 7 , I An* Verifi=�U catulati-ous & Stfm,t=­A - , ." ,7 'C' 1V � -1 ,,, � , , I'' I , - '' - L . � I 03 iss�-�W,Eue fenestration Sobgim MA be, for 2 - -of ,`ArcqAaqce Na. 2" I ,­ , , ,W I -1 Ndfice ., � 203; , I �` - , - '' , - ­1 ­ �1, , �, - - t , "" , L � . , , , - ,1006% by-Windws'i I , JU4 , mt V A M , 1%­11 E , LLL 'd I" ji, I V . , AIR , XLg �Kv ',­ I A�- " ), 7 �w , a er='�i -_' L 1. W . - and �Dmw: tw E**A _(20 dated ­ .. . .�� . �� 11 '. ,j ft O�L' 2 :27P..'plepoed �y =-Mf � #or � � I , - L I , i I " , 10t,4 , , W R'V'd'P%,T*C-- tiUni" ExtrutiomAor , bi - J their Bmme & ifiadt cap coated W . I I . I , . I , I , , 1111- �� , " I I . � I I , , �5 I . L. '' L �n, ' 'o L"'L' CXP=ftg on I . - I , 4. D "' - " I ­� I,— . 1 09130)24, - L _ , , :!: ..., . _�Q _ ­­­ , " -I--& 0 AnthanyLyna-1VOler, 7Z , . .1 1) I Wmdorw§ md,Door�". e*riftg-=04A612-5, L - No,-19-110611pissoed to V, ision,Extrmiogs Limited fat their kiies. 4- � Notice of.-Ak *��' . " � - L I - .1 � I .. - 1 '� .1. �, � ­ I I -­ =3 - GbZMgco0fq*gWjth��STMELI_MQ-#4 -0 -12=d-16, . L . :,�,­ j, f .� I ­.:� � I I - ­ - I I I . 11 - I I . . I - -: ­.­ � - � I 'Ill, I , . 1VT lio, i� - 1W C.,elliftr AX Exterior 6 T,aA.2,02,�AdEgWi-,Aado4��'(N"-',W -):-.RW �, 1, � '' ,,_-- 1, ­ . ­ I , - ,. � - 1. -a D. QU�L�AS$V$L4$Ct F. ST,�TKXWN ; � I I I . I - -� -� - - � , I I I " � - I I _W an&DOL "­� ­'­ I ojjl2;nn.�J, - -­" : ­,­ I . )���&r : ors " 7P#0*� I . I 2 - I � . I � - I I I 11 Mam—Da.de, Dqw-tn=t0fR,%MlatWY, Emonic,Remm m, OMR). 1. Statemm letterof,confbmarice to,-YBC 7*:'E&"u,-, C;9;4 dated "22�* mmed by - I I I . - -- 13- L ­ � I . . , � I P.E. � 11 � � US , ­ i . 1. F. -SMAJUMEN , , � ,- , < I L L �-- � " L � . �1- 11 � E. MA-TEIUA,L CURTMCA-H, O'N"S, . 'L - ' . � , - 1-2. 1 L j%jXd.b ,,` �Y'�-MannfjdWff� ftted� I I ­ - , - . I - I I . L . I ,�� , I I - forum-M to' F.'BC '74 E&6-ji- (200) I dated 92,01)7: ' :iwued by L "'Stat - Im er of on I 1, . � L � I I 11, , � - I I ­i�_:�, 11 �, . , , I , a) I L I- NGfjC'eLGf_A'�cc*tancC No]:10-00-5.412 imed to KmuwavAmerica, Ine,farthefi- . . . . � � � I " . L , , '' - �. I . "., , '' , I � I ' ��, -� , - �, ".E. ' , � - 40J4, �i��by: � F - - � �, , I � , U) - . �, L� I I .. - I .1 "Trosifbif '-'tjjtrackar�. Clear, and Color P%-B Gj-MLIn*rkVejV, e*ff-Mg--,m 3. dated 1 MAW- and: stned by all I I I I I I I � 2­ P&AW I 11 albeling, "A greem,ent .dated 05,4&2.1 betw(m" PGT lhdustrx�& 1=. and ,CGI ­ ­ , ,, I I J - - - �by'Dem*A -+--a Cu - 67)6� 1 ­ I .1 . .I- � 'imvohT&,Parfim I I- - , Viidtk" -and Doors; Inc-, �� I �� � V,P.'E:n� On behal of I I 11 0 m I I . ' ' . I I ' ' ' ' ' ' I . 2. Notice of,Aoceptaqce.No.�17-M&02:ism� to Kmrarzy �A,*emikInc.,lor their 11 , ,�,S-e, ' - ' ' ' L 'C ' � , ' - . _ � - , 1 I I . I . I lbqthp��, , I 1 < L yerc. cqxmg _� _ ntr_T JMd 'ja�SS Inter'la ��_07/04/)3 (CUar L, WMte) . . , . t�. ' L 0TURS I L I L I . I ' - - - .- � L F =:3 D- -3- Notice of AmTltance N-6. IS-1 I 0&10 issued to Viskn Evaniom Limited - for their L. I I �� : ­-- � I'� , � - � ., , , 1.� jh$:Nok, -` "' L X6. 1 'I fe.mes , 1, � -Ax. 7-'- 4 ,(Pw- ina, 0A #- I , - , , , . .-I 2940 ijpdates%"C2M-Q , Edid&4 , 11 I � '4 Gw ar-11ER , ­� I ­�� " ' ' � . - I � " ­ `k% -0 �- " . "'OpLainted or La ,,Brown coa r minated), Voilte Rigid VC Exterior Extr�� .1 I I L� `� ;� - - - em �01­ pow g0l, 1 ' L L - , , - - -, ��' - _1� `i�j . f ,& ' - � ,- ( -A */C 'D, ev ­TbA L em . -PL . �, It, M14/26, I , ­1 I ' I �­­ ­­­ "I Te - - '. , - -9­ ' 5 0441*10-, , , , ,,, . ixm ' - � .' ''' '� i� for *mdows. and Door , I - an �60�� . . 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I P-1-dV"-t U"1§6""'Sa I . ­� Vuk -��r Producttautid , - � I --j z - . I . Ptodurt ce-utm I Unit sup"mr � I I". '. I L 1. I � I - AMA NO 21, 4j603 � -7 � ." --, ' ­­ -N L :- 41A N., Zi 6' - I � I . .L ", < I- Irl NQA Tie " 42 as .41 � � ,� ,, Ex . 114,2020, Viidfiem Pati.-A#A E * �pi4-14,16i,t qtr�# ]Pl*,�--" A L , , ' __j � t1juiiii�%.,0i,Z 1�1-44�, :62f �' , � . ", ­­ I j I ' ­­ � , �iiff rovi), ]Daj,,�,;. *",U,4 *I, � �VOVT,OVIR-j biiiti. - 16 ftk 7 -it, "Ima a_ , A " ._�'�j­ . �fft'L Nt"1R2'i'k-!:-112021 � LE --:41. � 14� -11 . -1 I I I ,E-4 SHEET NO. 1 I . March 15, 2022 . PA 1.3 1 1 L 1 ECO >tw\ TILLIT TESTING a ENGINEERING COMPANY AT TIRA LIT A, TTL - .JR P.E. Vd , hit@Dp('aol.cam KLPB.-IiA, J4747 ti- C A Liueuee Nu OIX16719 PRODUCT EVALUATION REPORT' REPORT NO.: 20,072 .01 DATE: July28', 2020 PRODUCT CATEGORY: Shutters PRODUCT $U9-CATE O G RY; Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 1 alrot Protection Products LLC ' 4800 S.W. 51 Street Dame, Flohda33314 1. PURPOSE OF EVALUATION;. This is a Product Evaluation Report issued by Walter A. Tiilit, Jr., P.E. (System ID # I906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh' Edition of the Florida Buildingode and to verify Code, e fy that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Re port e art shall be subject re view and revision an c o A to ass f 7 a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALU TIONJ 1JM1ENT(PcE.QJj Drawing No. 20-176, tlded "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared byTllteco, Inc.; signed and seated by Walter A. Tilsit Jr P .E.•dated 07/28/2020. This drawing Is` an integral partoppis Evaluation Report, ,Lailc h, rr/ 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - P. PRODUC+I BV 19A1IQN REEQRX 0 20-(i7Z8 Ol 3, 22: TEST REPORTS Large e missile impact and fatigue lo ad tests were performed under Protocols TAS S 01 2 2 03 as per section 626 of the Florida 1 e onda Building Code. ' e Uniform static loads P m 9 as per TA 5 202 Protocol. Test reports prepared is p _p p pa d b' Hurricane ineeri Y 9 ng Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 09M 8/1996, #96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1908 and # 2126 dated 10t 119 8 05 9 witnessed Gilbert sed by Gi bert Diamond, P.E. and Report No. 0219.01-09 dated March 4 2009, signed and sealed by Edmundo Largaespada, P.E. an d d Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2,3. RMCTU L EN IN RIN G RA.-_-� EE � LATIONS:- G LCt!— On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design p 9 9 wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance, with section 1616 of the Florida BuildingCode, Calculationsprepared b Tilt co Inc., y e dated I V03108 and 03112115, signed and seated by Walter A. Tiilit, Jr., P.E. 3 MISSILE IM PACT RESISTANCE; Large missile Impact n g s a t under 1t326 of the Florida Building Code as e p _ 9 per TAS 201 Protocol 4. WINJ) LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. urea. Maximum panel length shall boas indicated on sheets 8, 10, 14,15,: 161 , 19,25 and 26 of 26 of Product Evaluation Document (P.E.Q.;), drawing No, 2- 4 1?6: Maximum Anchors Spacing shall s'i pa L g she be a Indicated on sheets 8 9. 10 11; 14 1 8 9 an: 2 f 5 17 1 1 20 25 d 6 0 26 of Product Evaluation , , , uat on Document P.E`:D. ' drawing No. 20.176, 5. INSTALLATION: LLA ION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E:D,), drawing No, 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. ,�``AIll A FT!(�"ii�i o , - .• ,� ,K�t .,' \,�CEN,9e • :� I 167 _ 1: *„ STATE OF 4% r 'r oc'' AtORM "11k7 S .'''•,;I S%O 0 �``��e ++nif11n1TWO, DIICT TOV Ai. A7' RT. P M PRO I[_�fON__,POi29' N0.2O.07i.0I. 3 MATERIAL CHARACTERISTICS ACID SPECIFICATIONS: Shall be strictly in accordance with General Notes and m vents indicated on Y Co po , sheet 1 2 and 22 of 26 of ProductD P , d Document ( .E.D,),.drawinp: No. 0-17 ,Anchor specifications tions shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.) drawing No. 20-175, 7 LIMITATIONS AND CONDITIONS OF USE: 7.1 Shatt be strictly in compliance with General Notes Na. 1, 8 thru 14, indicated on sheet 1 6s well of 2 a e as G neral Notes# 1 thru 4 and 11 thru 18, Indicated on sheet 21 of26 of Product Evaluation Document (P.ED.), drawing No. 20.176 prepared by Tlltaw, Inc, and signed and sealed by Waiter A. Tillit, Jr„ P,E, 7.2 Product Installed , Pr c may sta ed within HIGH VELOCITY Y ©G TY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall onlybe installed into poured concrete concrete block and p :. , wood -frame structures. Product Evaluation Report prepared b Walter A. Ti€rd, Jr. P.E. License v (Floridaf No . 44167), of Tllteco Inc.CA-0006719'. } (Florida( ) VVAT)LL. D t TILTECO ADMON RECORDS 1 P. E. REPORT-20 \GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANELI DRWG * 20•.1 W REPORT R.2DU728.01 / _.� 1 I Ll ECG iN TILLIT TESTING LS ENGINEERING COMPANY _- _ NALTEkA, TILLIT JRP.E. NI PRODUCT EVALUATION REPORT FLRI REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Sturm Panels PRODUCT . NAME 24 GAGE GALVANIZED STEEL STORM O_ PANEL MANUFACTURER: Global ProtectiOD E duc LLC 48DO S.W..51 Street Davie Florida 3 n a 33 14 1. PURPOSE QF EVALIMIONs This is a Product€valuation Report issued by WalterA. Tiilit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This rod t I be Issued aEvaluation e a i p,. uc s being i ued n Report s described herein, and has. been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Buildin Cade Ono to verify that t product e a at he du €s for the purpose in ended. g. , fY- F_ p,.p t _ at least equivalent to that required by the Code. Thls uct Evaluation R Proda Report shall be subject #o review and revision in f a ut n case o P J. a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUgINETTED 2.1, PRODUCT E-VALUATION DOCUMENT (P.E.b.) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', Sheets thru prepared ee s 1 t r redo Tilteca Inc.; signed and sealed b Walter A. p ep Y n g n y Tiilit, Jr„ P.E„ dated 0712712020. This drawing is an intelipTitlt +o(Ajflis Evaluation Report: *'PPr� j7�!,,,� �` `t'`�yCEN1. zc..`Cp1 �I167 /r _ ' r/ ' -rat STATE OF '. POL •, ctori i'..t- 6355 N.W. 36th Street, Suite 105, Miaaoi, F'lorida`33166'-Pho e: 305 871.1 ._ S+�`1- c � �. "d'++Nnu,HT7r 14k0DUCTICVALUATI0NR0'PURTNO 20-072702 z 2-2. TESTREPORTS: Large missile Impact load"' g mp tests were performed under SSTD 12.99 s#andard:as persection 609.1.2 of the FloridaFI n Building pe 1 h o da _u Idmg Code, Uniform static loads as per Section 1709 8.3 per ASTM E-3 0 r ' p $ M 3 . lest sports prepared byAmencan Testing Lab of South Florida Report # 0814.01-01 dated it Po ed 03i11(02 witnessed by William R. Manner, P.E, Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmunds Largaespeda, P.E. and Henry Hattetn, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609,1.2'of the Florida Building Coda. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. e T nails -test report No. 9CM,1 98 b QG Metallurgical, Inc: date, March 13 2009 Po d a Y M r9 N signed;arid sealed Frank Grat P. s r b e. E 8 a ASTM E-ti TI T' i s Y , i7 and ensile Tes a per QG'Metallurgical 1 -1 18 pReport No, 0KM 3 ,dated December? , 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGiNEEPUNG C;AINCAIL4TMM On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with 9 p section 1804 of the Florida BuildingCode. Calculations r 'I' prepared by TL tecoT Inc., dated 12/18/10 and 08127/13 (for this revision), signed and sealed by Walter A. Tlllit Jr., P.E 3. M�SILE IMPACT RESISTANCE;: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12- 9 AS 9 Standard and T 201: 4 WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum ,panel length shall be as indicated "on sheets 3, 9, 10; 11 12 and 17 of 16 of Product Evaluation Document (P.E.D.), drawing No. 20 175. Maximum Anchor Spacing shall be as'indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.ED.), drawing No. 20-175. 24 Gage Galvanized Steel, Storm Panel has been verified for code compliance to work as a non-porousstorm shutter assembly, as per SSTD 12-99 Standard. ,I%%0%1T1NNi1IgJ �i� A Till N ,�/✓✓�CE�r * ysSF c� -- *_ , f "x a STATE OF - PyNnS+t+` QNAI (1too PEtODUCI EMMA IATIONR7FPORTNO- 29-A UM 13 11 5. INSTALLATION- Installationsh alI be performed strictly in accordance with details Indicated on sheets thru `2 3 8, 1 thru 18 of 18; of Product Evaluation Document. P.E.D, , drawing No. 20175. Minimum separation to glass shall be as indicated on sheets 3, e, 13. 14, 15, 10 and 18 of 1% of Product Evaluation Document P.E.D. g No.2 7 ( ), drawing 0 1 5. f�l! ATERI CHARACTERISTICS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document(P.E,D,),,drawIng No, 20.175. An I clot specifications shall be as Indicated on sheet 1 of 1$, of Product Evaluation Document (P.E;D.), drawing No. 20-175- 7 LIMITATIONSS AND CONDITIONS OF USE: 7,1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No.:20-175 prepared byTlReco, Inc, and signed and sealed by WofterA. Tilsit; Jr., P.E. 72. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into pourers concrete, concrete block, and wood frame structures. Pro..duct Evaluation Reportprepared' ee p by Walt A. Tiilit, Jr., P.E. (Florida License No, 44167), President of Tilteeo, Ind. (Florida GA-0006719). i0lI` N 11 I u Y r 1 � 1 Ar ,.e,k�V, N, 71 1,01% WATILL D:ITILTECO ADMON RECORDS 1 GALVANIZED STEEL STORM PANE. -*^--,a ^W W = to N _ CD L_ (1) U Q C 0 _0 L_ N c - �% ca ­0 0-- -♦--♦ (y 0 Cu U 0 •L C Q O a)0 CU 0 0 Lrz CU LL- Q CU > -� Cn a) fn L Ca L Q "O Q COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, GENERAL NOTES: 8.3) IN CASE THAT PREASiT STORE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2-1) 1W 1O. ZW 1O, �W/1O, 4W/1O, GILD IN 48 .. EXISTING WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEhr� SUCH PANELS. 5W/10, 6W/1t $ 7W/, -b/5 1. STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT LO.) HAS BEf.N VERIFIED FOR COMPLIANCE IN ANCHORAGE $H J.L Be A5 MENTIONED IN B.t) AND IN &2), -.--..i5,i9@' (TOTAL WbtH)- - �_T5.79a" (TOTAL WIDTH}-_--_. ((pp i„�.._—e___�_.�...�,.__.._n. 12.390' (EFFECTIVE- WIDTH)— .. y ACCORDANCE WITH THE 2020 (7th EDHUONG OF THE FLORIDA BUN.bING CODIi. (C) TG EXISTNG WOOD :YIN <PKC,'F1C GRANTI' ,E g,5,'i M7N t "`._ _,_�.. j - T/4'♦ TAPCON ANCHORS. AS MANUFACTURED B)' 1.7.W, DUILI)IX: INC. I � , "" ' i I 6250 [ I Y UIW'1_ ,�„-AWGMIOR5: FOR CONCRETE SE€ SEE SCHEDULE E SHEETS B & y m 3- MAX OESlGN ND LOAFS SHELL BE OETERWNEO AS: PER. ACTION 1620 OF THE ABOVE NENTA"ET CODE. _ /74-t0 PANELMATE I"EM+,LE t7 AND PANELNATE PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - I 3"'�""'-'"""""`-�"""'6 7fi """^ •' I4�-�'� " I '�-._. j Co.+ 1' MIN. FOR WOOD SEE 5EC7N7NS ON SHEETS' l0 d iT 7 Mrs'. �,� sr-y� FURNO PEED EOVIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND , n I i ^ t.„/ FOR A 0INE0TIONWf7Y FACTOR Rd,-D.85.UStlNC ASCE 7-76 AND SNA4l. NOT E7fCEf.O THE MdXIMUM (AS.D.) - 1 f4'♦ Elf.. SCRETFS PER t1.➢:s. Iwt; '31,(1"---) ,�f M-••)-^T.ia� DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7'HHRU 12. 1t, 7S, i8, 19 & 20, - 7/1@. A 5/8'WpOD BUSHING, AS DISTRIBUTED tTF ALL. POINT SCREW, 1Y3iT & SPECIALTY CO, -.» :,� _ : t """. 0:036' MIL rFMCK 1.SS0' :,' O r I ',, _____'_1 . __ GA.VANiZDD STEEL ' IN ORDER 101` THE ABOVE CONDITION, ULTIMATE DESIGN WNO LOADS DETERMINED PER'ASGE T-18' C.) NINIMiUM TN PfNETRA 1 M' N 1 \ .£' 'I"" �°=RFADEO TION NTO WUCO TMCON A CNOkS SFW1.LI# t T/^." AND 2 FOR ELCO PANELMATE Plus o ASTM A-633 i D.M. 2 . 4 T SHALL BE FILET REDUCED TO A.S.O. DESIGN WIND LOADS BY MIHLTiPLYNNG tHOA 81' 0.6 N ONOER TO t �` ANO PAttELIL4LE ND. a MIN. THIOIa IEMMHEM. O• FESP04 pa« / GRAM 5p MNe �� !! ? I i I r T r �' . -r ; 1: 1 i; r r T C ( e t a COMPARE THESE Wf MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 nHRU 72; 74, 15, 16, ifs & 20, 2 2,857 2:857 7z/ q,T: y .z#LYAIZEO 5r€EL f ) p ao oALv. r4 3 .l'4 +14i L7�'C,2) MINIMUM THREN)ED PENEMMON -Of LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 T/2..NO THREADED 2.000' " T Tl'P. ASiM A-$" 2 .2�"�+ . r EYMEO i1'P, �. � �.]''' + ,- ,�"..IN ORDER TO VERIFY THAT ANC,iDR6 ON 17i,5 P.E.O. A5 TESTED WERE NOT OVER STRESSED, A 33R INCREASE W ALLOWABLE PENETRATON INTO STUCCO SHALL BE CONSIDERED AS PART M THE REOURED 'THREADED PENETRATION, ; - -- CE GRADE 50 NVOMUM DETAa t�i E 'T� DEYAt A.j r _'A^{ll STRESS FOR WIND LOADS WAS MM USSED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN F. *�-,ACCORDANCE iNR11 tLD.S, 2U78. - C.3) 41NwUY EDGE ➢IS'TANCE# HAG SCREWS. INTO W406 SHALL BE AS INDHCAlEO fN T1NHS DRAwiNG G»af! CALK. -tlyi TAIL A , 48.8` I t DVAIk: A , 48AF I-_-_____________ _____----___ -_____ ___ _____--__ C_STORM PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE FPS BEEN VMnED IN ACCORDANCE WITTH SECTION 1626 OF __,_ I I EO (M THE ABOVE MEMHONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 46-569, 96-570 & 96-T30 AND CA MINIMUM PENETRATION OF WOW BUSHING SHALL BE 5/8'. Ile 0-20 SCREWS USED SHALL RE 1 1/2' LONG MINIMUM L,..1.3�0' 1,J�0' 350, � F p � A EtIIII, 6 FENESTRATION TESTING LAB. NC., REPORTS J12032 & 02126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203, SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH No STUCCO, "-s,280"— - � __T,_ .. AS WELL ST AMERMAN TEST LAB ff SOUTH FLORIDA REPORT pt1219.01-09, AS PER TAS 201, TAS 202 AND C.S) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WDOO BOARDS FOUND OH n1E IXISD)NG (�,*tjQRY PANEL l',*! END STORM PANEL i C.3 �' �: TAS 20J STANDARDS. WALL, ANCHORS SHALL 8E LONG ENOUGH TO REACH THE AWN STRUCTURE IiEFINp. SUCH PANELS. _ l `f, .--2.T67'--- - I 2. ALL ALUMINUM FIITRlL4NON.5 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NGTE➢). SEE SHEET 2, ANCHORAGE 5,141 BE AS MENTIONED IN CA) . C2) & C,4) r _ __ /� A� ) ��5� 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNA.1. HAVE 31 OS-H14 ALLOY. h,�.--__, A _/ i " Ali (D) ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF THE RECOMMENDAnONS AND SPEC¢'IOATIONS OF THE ANOM'S MANUFACTURER. �� 1.2w� `--2.18T' / /� � � _ _ - ` - - - -_-_- � -I. �.. ..._ -.._ ___ • ,�f', .,_: T,. - 4L, 4. AL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL ASTM A-65S GRADE 54 tNNHMUM, G-60 PA/,E S,7U ., �"'.7:250' '�H2�. .-.T50 YOF'SERIES 304 SERIFS- `"^ ... I BOLTED PANELS W/ 1f4♦-2DXf". ,. ". 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 94OWN ON SECTION 3 THROUGH 10 SHEM 4 1.1-"?.7SO'. -y( GALVANIZED STEEL DESIGNATION W/FY- 55,5 KH (AFTER ROLL.ED). ( W/ /1EAaKD EOCE 1 - !>i25 ""°S.S. STUD Rr6TTEO. S,S. S11It r. UNBOLTED PANEL$ s.s. M.S, BOLT Wf 7ffY X als7' 4 THROUGH B) EXCEPT THAT HH€/,DERS ('.() & Q} SHALL NOT BE USED. TO A14CIE a iU AlrrtE 6 '' �.` I I (SEE Ns As f I. ".-' 1'INGHUiS O FA. -OVERLAP I r ' Uj �- � �N. 5. ALL SCIONS TO STAINLESS STFiI. 304 OR 316 AJ51 SERIES OR CORROSION RESISTANT COATED CAR80N STEEL AS PER 9, IT SHALL ICE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE „.,L. _ l I --- , 72 t/2' 0.0 12 7%2` P.C. N ( (SEE SECTIONS AS APPLICABLE) ..,o DIN 50018 W/ 5D IW YIELD STRENGTH AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE ,. ,,.-" I i•0.08' ':-S O43• i [[ ({1 _. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.. BLOCK OR WOOD FRAME }} ?i d[l 7.500•.. i.5D0` U 7 I (q / E#j � t � ,. SECTION 2411.].j-4. BUIDNGS. - >` - 1 \' -f5',.3' f 2.QOp" , - ( I L_,1,,.,:....-. f .�.i. ..._. a. t ,�, �$' m8. BOLTS To BE AStu A-= GALVANe w STEEL, OR ASi 3o4 SERIES STAINLESS STEEL. WITH 38 Lai MIKwum YIELD I,,, 1i ,49Y. ` I pETNL 1 Sa .939` .979` 1 I {!',4 -.,.- „�V'* r!•I�aS,�STRENGTH. TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-8 THROUOK 12'-e, AS .PER SECTIONS 6, 8. 9 & 10 AND ALTERNATIVES. BW, '"` 25D` -«.'' i2,125" - - R 5` I. -i.,7.7A`3 „1 i S EU '�` y �, �� 9W &NOW ON SHEETS 3, 5 @ 72 RESPEC77VELY- SHALL HAVE A LEGIBLE ATIO READILY VISIBLE YMNKINO INSTRUCTING OWNER OR HEA1A1f;Q , I - ` 7 ANCHORS TO WALL SHALL. BE AS FOLLOWS- TE'NANt 10 SECURE PAHffS WITH APRJCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WHTAING, "� `*.•'' ~ 1T8 " . �. ! i:T25" I ( , / , n N „` (.I^ :' (A) 1D EX'` £ CONCP�TT. Lr•..............e...,,... ..5" Mat.____`___...,..--.-...,. L...A,SOo"....:, 'S.50D" �!'! 4 a,? 1. 1HE iNSTALUTiONI CONTPAO70R !S TO SEAL/CAULK ALL SHUTTER COMPONENT EPKiES WH€CN RFIA«N iN CONTINUOUS CONTACT W17H�__,J' /Erb k - -r ' �.1 1 9. I let TAFCON ANCHORS AS MANUFACTURED BY LTM. BURDEN. INC.. (Min. N•c:3192 pA0,) THE BWLDING TO PREVENT WIN➢/RAIN. INTRUSION. IWME'JtIC VIEW DETAIL..A ,-�,,, - 1/4' ♦ . 7/8' CALK -IN ANCHORS, AS MANUFACriikFD BY DEWAE7 WIC. MIN.Ya-3000P.FJ.)�} 2,000"----+O""" 1 I I 3 • ,.. -. _ 42. STORM PANEL NSTALLATWN. SfHALi OOMpLY WFiH SPECS INDIGMIEb 1N I LNG ANY. E RDIINrO CORNER #ENDS, 1iP PANELS D.M.. ,: , 4 •#. .-}73_„. __- -_ - -- -_ __ .._ .....,:..__-- -- --- --.-- - -. -_ _ -__ __ _ t / w 1 .-... �q - I/4 ♦ x 31 SOUO SET ANCHORS, AS 01WWAC LR BY ALL. POW SCREW, DOLT & SPECIALTY CIO. iH5 DRAWN.. PLUS BU LbING ANO ZDNTNG T�OUWIONS AT1i1 NC � ® � Q - ° " p.. O D� O O; � _ j•� (WTI. Yc-38O0 P.ai} P(a) THIS BY THE DU Jl>EV&LITTiO WHERE IS APPLIED TO. V END UP W/ HEMMED EDGE, r IF s e ----------5--.--.-.-T/� t l _,.- -d - t14-10 PANELMATE FEMALE IO & PANELMATE PLUS ANCHORS,. AS MANUFACTURED BY OM CONSTRUCTION PRODUCTS. (N.TS) 2 b. HEADER - ,aD£a O J ANGLE WITH. STUD {� ANGLE WITH ®,F%"1 ®+®, 7„F -. ,�' 13. (a) n45 PRODUCT EVADAnON DOCUMENT (P.E.O.) PREPARED BY THIS ENGiNErR R GENERIC AND ODES NOT PROVIDE INFORMATgN L� �R STUD �J c V- ,•___?, ._..i 1/4, 2/4, 3j4,J4; 5j7; 5, ---,3. Yam---1 I '. 7 (MIN. Yc-33S0 p:st} FOR A SITE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. - Ile# OF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f' -360O ass.) - '—"I YAM / wL (a) CONTRACTOR TO > R+ipONStRI.E FOR THE SELECTION, PURCHASE AND 1F$TAxArKY4 M[CLUDNM LIFE' SAFETY OF THIS PRODUCt + , SEE OEM'. { 1W/i 0, 2W//10. Wj 0. / 0,. 6/Jr i Q ...., - At} MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I _Ve. 2` FOR PAHEMATE FEMALE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE OON(ITt73N'S DETAILED ON THIS DOCUMENT. � � tf14 4: 2/14 ;♦. 4. .-Jr. �, 1D7CE .374' �@' ,374' 086' .750 SW/TO, aW/ 1 t dT 7W/t 1 I � V .8rf IO AND PANEMA.TE PLUS AND 1 5/4" FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE G THE CONTRACTOR'S RESPONSIBILITY, i - p ��11_17 " OF PANEL .T88-' - .188. = ,l,-- ,350" .125' I 1 4Y-10. ]0., SERIES j- ANCHORS' FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 4, ,r t a- .r'('K5, FOR Yf00D SEE SECTIOFS ON SHEETS i0 & T T. �. "' > • 5 �Q A2) CAK-IN & SO D-SET ANCHORS SHALL BE EMBEDDED 7/e' INTO THE POURED COM;R . NO EMBEDMENT INTO (c) iN4 PRODUCT EVAL.UATWH DOCt1NENT W1LL BE CONSIDERED INVAJD tF MOOiFIEC. i � /.467'7.p8S` .S7y' _ •3 , ♦ 7 ,.47o".@SB" � ,610• 4 ANGLE a t2 7/2' O.G ®^`STUCCO SHALLBE PERMITTED.. 1f4" ♦-20 SCREWS USED 94AU BE 1 1/2- LONG MINIMUMSHOULD STUCCO DOST, I i 87L- ,2.5 ND i' WNHMUM FORWALLS WTT H NO STUCCO. AND MAY RE HEADED SCREWS QR AL THREADED SCREWS W/O HEAD, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOPoIU REGISTERED ENGINEER OR ARCHITECT WHICH WILT. BECOME THE , �BJT WinN NiNGNUTS. E1NGiNEtTt OF ( CORD(E0R) FLXi THE PMOJEC7 MID WHO WILL BE RE'IT'ONS?&.E FOR THE i (- UJ 'JI 7i.-atj5„+• 7.343' FEM, .8rjr:��r' i -PROPER USE OF THE P.E.D; ENdNEER OF RECORD. ACTWG AS A D€ Z37ATED. ENWtffER TO THE i Y. FN41E FOR i ( } i 3' %lA3) IN CASE THAT PRECUT STONE. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR W00D +30ARDS RE FWNO MN iH1E P.EA. 6NCNEER. SFWL SUBMIT TO THIS UTTER THE SRE SPEORIC DRAWINGS FOR Rs^AEW. I LGGTH9M AT7.r��r ,(y'� 7 �. • ,�.REGULAR STORM PAT�i, dc. ELEVATION EXISTING WALL Oft FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH EVERY PANEL aNEAA> I • ,9 ,oBS' �� .I I_ t N.T.S. PANELS. ANCHORAGE STALL BE AS MENTIONED IN At) AND IN A,2). (.) THIS P.U. SHALL REAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 114E PROFESSIONAL 2.000------ ENFd14EM OF RECORD THAT PREPARED IT. - .625'♦ '"`TTYT'-) T.O�' l�5 jam' HOLE WASHER !J p (B) t0 /4 , PCON ANC K ANAL Lc MANUFACTURED ; 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY NSfM LOCATX)N AT STORM I @) r ,P (R I Yr "E' TINT CX � FLAT ;PLATED T/4' Ma, CAP 1/4' ♦ TAPCON ANCHORS AS MANUFACI4ORE0 BY ,. T. W. BWLDE)H, INC. PANEL SHUT" IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA WILDING CADS ONE LABEL, i a^^-063` 6 F TRACT( ANGLE 6 2,67' - 1/4" ♦ X 7/8" CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. I'-1500 P.4,L) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1700A9 2 OF THE 0,038• ((Mk, I" Z WITH STUD Ow Dmtw .1 WHOLE VAUCI) - t SOREN, BOLT & SPECALTY CO. FLORIDA BUILDING CODE. l GA.VANLZED STEEL .SHY HATM/IM" , /4'♦ X 3/4" SOLID -SET ANCHORS, A$ /N57R781/iED' BY Al.{, POINT }'—�•- �4/ - /1 76 P MN 1ANELMATE FEMALE IO AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLOD CONSTRUCTION ; '.c"a , `I:O SHALL MAY BE USED 70 �I I M'rt. is`:LONG Ej re ' " OP.T1u�1' 11 €PRODUCTS (MIN. rc.2071 P•4,L) `..00I Ill/III OBTAIN i"ERMRS IN THESLATE OF FLORI(M I #"MI5'♦ f, S¢ '"'�,%ENSF ` ,/4' +�:. 4,11i1 N-tJ4' ♦ O,T TAP-catP ANCFiORs, As MnNUFAcruREn Br rRu-agsT sOTwoRAnDN a4`V•'(k,R A 71''Ai. ' :s7s'r�,......1C/p 14 jass' _ y ;= tin. 4417 � MAX. GAP I ,+Arc .,.. C!8.7)MINIMUMEMBEDMENT OF TAPCON ANCHORS, ELCO PANEUATES AND CF TAP -GRIP ANCHOR, INTO THE'i: • FLORIDA BUILDING CODE Ni h Velocl y HUFF cane Zone . * S 3[ �7 p)� : ""TBLOCK UNFT SHALL 1 i/4'. S . m X'= WD 0 F;P, ix 2 GAGE GAlVAN12ED STEEL STdW PANEL �I' 7 * FLORIDA BUILDING CODE Ht h Veiocl: Nurricone Zone) `�.:,7"LG) EN s. fLORiDA BUILDING CODE : H; h Yrtoo Hurican♦ Zone�.B.2) CALK -IN & SOLID -SET ANCHORS SHAL BE EMBEDDED 7/B'INTO THE CONCRETE BLOCit UNIT. NO • T _ --- --+-- , 3", I r"-""�y WNDLNUT LZE�tt DEL 5"• ''_ STATE6 � , ' ID GAGE GALVANIZED STEEL STORY PANEL r'p. � 7 ', -, Zomm " 7IL�' W. 20 UGE GALVANIZED: STEEL. STDRN PANEL FP. INTO STUCCOSHALL BE PERMRYm. 9/4- ♦-2D SCREWS USED SHALL BE 1 f f2' LONG M91MUA1 SHOU3�/2ef7oxo I-- 125-- 70sr. AND 1 ^ MINIMUM FOR WALLS wrtH No mccG. •0 :, � I L A c GLOBAL PROTECTION PRODUCTS. U.C.LCiB7a 5�11 KEY HOLE S% - 0 .- ��' - ° a"" °T - ; N0 * L * _ ww W. y , STA7 OF ,� N -W sw. at STIEET 2000" - DET AT PANEL A� !{) �` GLOBAL PROTECTION PRODUCTS, I.M.°r ¢AE b '�E"C�iON J ll �: A E E -- �;' `�'�" GLOBAL PROTECTKN PRODUCTS, UC. °r/'♦/1p'0 N? F''`` nLUT TE♦TNN¢ & E p�E Y: GAwF. rL sou N,7;5, 'i.�+M''' .• IOR OP ,: '' ''J' ?'P ". W -VON, - 20-17fi e « « - NraD sw, a1 9tREtr - A Fs , _ .tea' iba m ,- ... , PM T`-uh ,M P, , had pt♦-Yell, FAF rosN .a19'r (1 2 X7 X1,j4 NN A, nN¢NEER"0o NXWM�ANrr DARE, FL. 33314 i, as/ •••• - - CMDoa♦71♦ .a. •,wr. r. .+.r r,�+. .e ALTERNATIVELY, LTEMONOLITHICA.WASHSE w MIT I`R C• ( )B!0-»a, FAX: (04NahaN97 , ;'� "a I \i IMc, m.s. NA[ (I54)e♦Fam �N •.. .. Moo aA: at tnllF[T We �l.... R ' 7w..: axrNQWrw Oos¢4ns r p� oanE, R. nm. ( 20-176 Ma a,n r:: ^ a r awMt n am RIORL 954 20-176 w... oaa an-Wr .... ,Pan m-M4, w - .,, ,a r DMMNG Np: Na, 7/S*TIVELY,'USE NANO NRL W/aN Kr IlNeear ,R OAWYIG D , m»-w 4pn QNA i AN rc wife w RLT w5 P.E. m +a sME arm ALUMINUM. ANGLE 7/8'hl/32 NIv ER jStAN1r53 _ R.. , 4r) et G¢oBFNss -19f FLOWD,- AA,r,r ,r 'Ai SS N (p CMaa96719 ' - AW STEEL OR NCKiL PULED STEEL7, P.E. SFAL/SldMitlPE/M1E 9Y1NEA A nLAh 44. P£ - /Nt A - " kR7 2 W M 'y41 MNIAifA` ,ALTER w , P.G < - ftm ] or ri 44T _ - ., - ,INSTALLATION DETAILS FOR RE2ULAR PANNELS_-a A d END 999M SAILS EM INSGUMON IN POLITE[! OHMM INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES � &M g INSTALLATION DETAIL5 FOR REGULAR �ANELSC"t�_ ik 1 INSTA TDON DETAILS FOR REGULAR PANELS t� & " �N BR PANaMA,E FEMALE M : ,/„ 4 r4 VAUD FOR REWAR. WEE; AM E-Z STORM PANEL INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTiNG _POURED CONCRETE OR CONCRETE BLOCK STRUCTURES caRMETEANpi6% I TE PLUS at OF TAP -CRP "' Opt w « � .'1 '� (SEE acFIE@uE DN MNO xu 02." 1• i I __._pDUREp cONCRETE _ PQ.41pED CONCRETE FO I'd TE MR WOOCOOD SEE CTiON UTEOM S FET 72 B ism SOW"" a ' 9cHEDLiE ON SHRi 8 & e) s1re79 , TiMOUGFt 9)' 7'i DR CONCRETE "CHM514ETa a 1i@[aVfX! ♦} :4 ,i WTI, [ ,* i CONCRETE BLOCK `�OR CM ft t BLOC( CONCRETE BLOCK i3' Mas 2.6Y 3` Max. CONCRETE AIK m SHEETS r TN.1 z o)-^--.E.D. eoNSRE1E ANGTHGRs \ tom, `�-- , Y,y,,•E aa. f{ A,�„pR5 I I `i' WTI (MN McAP -1 w1 u: wam i' ! t� 17 (SEE sCXEpLRE aN \ (SEE aONEouLE aN -i L : EXK+TMK' POURED I ---'- 1/2- . �� �c T 1 I SCE sdHFAINE ON ' Ni010" r e. t, t4 (j'. PIELTs r THIDUr,N f) EOa15trNG POURED 1 SHEE18 r np _: P) S1 caMCRE1E rBDutRE i 1. ti?j a nr.IOP 1wWs REQUIRED E RECURRED SEE saHmuLE aM aUItED ,fpNp�ETEs .:. oN B8 NayR. (' - of s s /®', _"i , . 4' sz ants I 1/2. s one. , 4'r-sat/ w9lTs i i 1 I BifFi 9) SHtEr I'(aEE 9} ? .._. py, I...I /�, CONCRETE RE ; t' Mln.r- i 7 • lNn. 7 4nG txsnN¢ 1 4 1 1 at8 room I ) _ ^ 1 _ + . s' E-p. I oa,a+t «a+, t I - V/ f/2' ) f4- \'-. �. t 4• rE_-. "1 ( of r /1 . iI=-- I sMi • r oa REOIARED. � : I I ,`�, Gr,t I = Worr ! i I \ , , I - i € H i 1 i Ate• 1,aaa ,n4x 1 11 ` I i s um i f I sMx «4• R.o. t I I i 1 i i I 1 i I. L. 11 �� r -•`. 1 .._.._i i N n , j ..�.�_f i ED, I ti .,*n..11 i M+. , -3 ar ec. �- 4-T 's r , i E.. € I G_ I t ! } j ` I ! r i�' t ! i H t 1 { t I �y FXiSiIHG POURED ED. \ 1 I ( i e i F I . ) i o 'ti I I t I I f. I 1 i i i i E I 1 I I t 1 1 1, ; H �,., 1 i I CD -= CONCAflE i - I 1 I I E-0 o E,i). I 1 m , i w+tu I 1 I i i, s 1 ` , 1 I 1 I. , I' [p i i `/ / �= EXISTING POURED t a.a. ! I 1 Ir- 1 I r •.. Y,4 o<L aA 2' , r I s I f r j E j( E{ H I REOUNIEA i i i e i 3. CONCRETE REOUIREO, i 'i ; ; aa. ,i ., • �`^ ''4"'e.: i 4i DOSTING PQUREpei a i „e: n. t� ? i/2• f �... ,� € \. i i ( I, ` I I 3 L t I t f 1 € 4 € ` i ! C ! '! Hr v4I 1i t I H aMtM. � �, r _ ...'"� M1 1 1 �, CONCRETE 4R . i i t�ai.-,Mi. wrc I : , H I ; i [ , i ? ,�P I , 1 MAX rr,_ \ r 8 I 1 s , 1 1 I f CONCRETE BLOCK t N 1 ( 1 11 E -r - v 1 H 1`, 4'A-2o.1' "n I, �ii t 1 .:-t i ,�. I 9FL sw1mLAE 1 I MAW' solo « b I von arts r i 5 CONCRETE !. - i . ? T .w.. i 3 , 1 f '�ti ' I I ,I i t f ., 1 r .N alai r: I : t 12 ,/r o.c 1 1 I2 r/r aC. 1 1 I I .lam .k, rJ ` . : ,i,'�„ e I i ` ': ~ti°,'.; ', 1 1 t `.. i`.. H. l , i i. I ; ' ,..eotT5 w/ . I `. ! 3 Ii 1 - , 1 M ` sTs sCtMrvaL I R ITOR W,. N I I 1 - CASE A :PLAN).' (}�a ,A�}. ,wbri .., 4'.. mA• i I , a 1 I t s I 1 g;! T' y k :, , i,, ,, ! 1 I �J .N 9KN:, 1 ma,TAss.. 1 :1 1 ;'E SID4DIAE' 1 1 1 I �. "'-` :liiNroR tot AaN-W ALL9, a H § ,.. a I I 1 ( ,1 .. J6y 4 / 1 7 ,-f �'"9 t = p§ f ( 1 ([k -iNaA w 1 A! I 1 so+epAE 1 % Mean ♦ 'i _. 8 L -.— 5ONE 3/16*1. 1I+wwM1 ��i w.,.+waM. 1 H 1 + _ t , t H Y.WHG: MUT « f.VBTr � 3 �t I ; i_, w . _ t �jfi! r - ;. M,a MI.AtTpN'& H , I N1h•, fa„Ao1a1, 4I' , i I i OAAINIAP: • %I : s 3 i t -, a O 7o i T I IF.F,W�SHH -tFm�Mn �Nla�# i i.- nw .'"IaNan/,s I i............��:ry.,- 1..._ : g±�"' { I . Ex1:4n 1 DtlfWV9_..-i i u�, L ropAli+. .,.....m...;�Pe,..._..,__ ..-._..,.. _.._. 5 .. .. ._. ,: _,..v.„.E„ LTa ! i .. i aAY (9EE 1. t No aAR t aNes -.a aWs `ro aue9 L i i i I 4•s-smr HAT. i I h- emirs -- ro i^nuc n# , a !- �aM 1 1 `i i I,° 1 1 t I i. f 7 L-. _r _. (T?�3 ; _ _._2 _ _._x I t � 1 - H W ..Nut • ttuT H : i I H a,` r I) I I sot A wcT h H ' ''` j j [[ (__"_ ` tT""''.:__. -1: Ti V -.1 I mEtl�4..�.T I. &S I I M[MX t AT --'i H $f .._} t!2" iiA$SGk,C 3r 1.AN H 1 I l p-i ; I m 1 I : I i 4 f I i { t { � W� Wa I 1 MMs L� z..._,. ae.- L_...._.. __ -__... _ T. TA. n/SS _ z -N,_ ,.1_ f r" _._._ ..____ "' DONNIR i I�IMW¢RH aF 1 1 `� MN.. i �+ : , a, { , Q i I ! I ' t E i I i t € d _._._. w�. . _ - - .. „. _ _ 9N i 1._ O I r r __.. ws4 ,A9AamR :T. L_. _ rDm T-- '._ I........,..» ......1. �i., i. ,k< sax i N Y f T ,ry L.,,,a .._..� _.._.._,L._._._ I i it. tlNw r, J/1• /�• VAi----. .. BET'_ .DIRT, KR y. t r JM'.ZIA6 M:N. � r ."._� t .. I,o-W Al,rf, sari. AHWM. .................._._...._ ., �-'(✓A_._..'._ � _,... a.«.f.....L 1. ....�S--L3 ,-S..ALd.. ... �...�_ I M I FF H 1 .. �. .inaa/ 1r p. z 3" -, .-�...V.a '_ ," _ _ r. .T.. T-" ,^r' I i ( Z 1 ; I�_. ,4rE WI, 1 Y"1 A/N, tf4Y-2G,.1'„e VI p (1/4-i-24ti,7' 1 1 1/4'f-200' ._ 1 , { , i 1 , I ' 1 t , t f . i I 1 f 1 I I I aN ,a1wn 1 !wow ., A. -i I , 1 ,-, t I S t a t . ! i "' MAX 11 I I I 1 ; I i H N sEe Sra[Wf' ,2 j IPA - iF1WMM+K r r vast rMi4 r• I ; 4 ,. r q{ c{ i i t (j 1 6� j''} I ,___' _. -'-I H uE n I gi; a 1 H7 •• x s/SY• _.� 7 :1s2' H /ITNF • d/;14' Z 1' I' t I 1 �i 1 ` f I q � i : t? 4 I I 1 "'- ! t i ,. ax-r4T I I T 4aaoeE2\._ S� BOE1'S 1r iss. e04Ts W%' �� �T ISS. 6nR '+ t H, I I I , 1 { f 4 H I I I ^ �' W,n ,p,y„, I t i I 1 ¢ `VI�a 3 `a'«¢ mn « EAOH MLR r EAOH wM¢ Rur r FDd+ �l a , { L ' 1 j I , ' i ( Lf ! , I H) , FOR wn AIN yi �i 1 0 1 i t I H I 1 H ! i t i/ Ol/ I I $ t I m 1 I H w ,mlro+ ¢wnrr. HOND i ; I t°mv'. I 1 1 l i ' I i i 1 a �§ r f. :ass; i I N l i I € i l l i %. I # i I o. ��I i.' « ^4 -.: 7 32' i 1 1 T < ' O 1 _,-y i 1 € t CVEi11' SRo e I �.��/�`�y/,,��rr''/e'rw-4 (_.._.._...,_ E..^-.-- r' €Fi i 1! I H f I I i} i I T t 1 RKEt sou r Z i I i' i cep ,. SLID a fit+ r 1 E Woo i ,Mw. se nwr „L �4 1 1 i I t r' i H r4n« I I p I w r I i r r$ i -�'=- v 1 �w 9 �_ i l : I xi nc X15niNG POURED i Eb. ,i EOSTINO E0. 1 12 t/r ac - ./ % I 1 nq 1 1, - t{�/ bNORE7E Olt -'_. i I I 1 s E - 12 tJY O.G ElaSTING POURQO E{ I PpIR,EA j 1 f i j '/r" ! L as® i i I I ; 1. X)NCRETE BLOCK 1 I mA r 1 1 i i - tONCRETE BLOCK _._ i i :. r/yr - r f , I 56X : �•.. CONCRETE OR CONCRETE OR I N' tN' IL / 1 I I �! SOINRED. � � r% H 12 t/Y D.C. i' 1 -S CONCRETE &Odc RE'WRED. ' �) i Mao, a x`d' - 'd' I i ]' Max.. „_...DIY,. a 110 E 1' M7n.i -- j ,S - - l: - RECWRED. t/2 1f2' UN5'TN¢.P'9HNtea EA: % � r i '� I w. ¢v-' � � T-_pM5 ; DF I ' i i OF V j i I OF IL' �1' Wn. 411,111.14n 9, N4.Vt2 *Vs �: 1 3` Mmt. ti eorE ae i?- �. Ati ; :' A 4 , , a M -i uR i 1 E , 6 i CASE fPL�►�: I - wciwes: FOR caw SEE scHmu ON sMEEr s- H , (D .9m, --' s . , m. E MDaa , [ A caa. 1 CASED (PLANT) ,� . , - —" EXISi1NG FouRm f , 1 1- Mn,.,_.v- aw !. 4lEougao, i H €R1STklC Pi:� ! H,., ..... SCALE a/16�1^ �_..-. { 1 I 1 I i r/r P I r �r FOR wDeD SEE sEcna�s ON SHEET t2 c➢rrcaUaam / /'"� _ uL c°"om""wx) J 7 i. �i N,- es f i roxDRETE.aR-' , SCALE Sf16-1- i , r , � ' 4Y-�/} ss W I , ' E. ` 1 ' ; L'D. , I ' REGULAR STORY PANELS e'k ELEVATION CO�NCRRETE BLauf I �:_, �: - .w: W � I I .•" e��•' ! ,. I i I i I R + WA., , _ , 4 ,. I REaulr:Ec. /2 L15 # Y7♦I n. aTuo a 121 j O * , , SCALE 3/32 1 CONCI1ElE AHCIIa1L5 f � CONCRETE ANCHOR@ L---E,U.. CONCRETE ANCHORS :t i a oc• CONDIVE N�0 %• '` 4i ins: «� I ..,......-..3 N .L..- : w, « @ a Ss n., i , !'. 1 , , , , srA¢crnm e/ snK, c«a., m 7 w,n. (sEe Sa uLE; --/ y .talc 6ca+EoueE aN �•,. (SEE 9ot�u� oN c.,r. c r'• 1 r'. -_ . T rr ""'fin• `"+"fir. / - i I SHHEEE15 a THROUGH 9) S1ik75 a 11flIDUGi1 9) \ SHEETS r INNOIK91 f) SN&17@ a T1IROUGN e) INFEMALE AroP Tf- ` .✓ CWgRETE.AMCHORS ` f + a ', `t '.'Y. ` 't.. �v�"ti , nr .n a a..n �, : n I I ;v� ,72` oc. 1 ( � L 1 1 L_ TE m.Rax sox error a Fw 4crmuu a, H /' ` '^..._. +K4. M x4nors , #. _ 1 f4 IpX, GM' T - - -. - l/ ) " v. a. l f 8 , I -_mot OVfliJil.2.57Yk10EE PLu¢ Ga cv LW-anP.. -.. ° j ' y I ' t H W W OUT MOUNTING (see ON (s€c 5cM&auLE aM'"""' i �' .L.....t i 'T top".. SWEETS 8 § 9) - 5HEE78 a 1FM(N¢H e) TT MOUNTING i ti ,. 3 I fA V i 71/4'•-2DA3/4 ss. BOLT ! .✓ _I . i� co r SK 1�i/ 7/B'Aaf32' r+MG No I SCALE 3/8-1` SCALE 3/9"1' lSCitE 3RigN Z a.-NN-'M6.. oM[R4M Ea seX: �, 1 aA� ! L d _ WMy.SCALE 3/8.1' ' . L2 I/. O,C. CONCRETE ANl21DRs SCALE 316-7^ = Grdw 11e110 ..a nnalm !--(si,T aoHEp4r:E oM �1'� S +, smi' li'- �ODNCRETE A 00" SrAOMED # -Ls 1ESZ AMONG" $ sNEGT 9} 1/4` MAX, ,. j'71 W F._. _,.�. EEpTIpG s� l.N�' i i E.D. - EDGE. DISTANCE. f`�'DPEWROFNIO sr'G 4' NEW I': WIDE . VARIES x t/C E.D. r( EDGE 1 aLLD' 1 W/ mro (stt SCHEDULE ON .,I M Men as IX Smom I 1 ISEE SCHEDULE ON v OWNS STUCCO/ PP..TT, HICK ALUM, A SPACER TUBE OR I' x ` v SHEETS 6 & 91 SCREE 3/t6-1. 1 DO q,OR r"" i [ SHEETS 8 & 8) i i'�"SYOOb BAND I � 6,:OCK �1'CK REOtRRFD ��K SCALE 3/32'-I' /T� S,jy� •�- f PLANJ SHEET 0) sHLET 9) � -M.- MXwaar OR ACTION A -A (In.) ■ � `v m� I I i i a.. E / «KNEW 1 TUBE OR VARIES vA I1W a I i 1 HDTE FOR CDMMtriK1 ON OF SECTIONS; REOL"M " MM L. W )ATE FOR„�jJFgtUTION OF �: / T. WOOD HALE SPACER r i f TOP & BOTTOM MOUNTINGS CAN BE CASE E fPLAN) l ONO TRACK COMBINED IN ANY WAY TO SUIT ANY SECTION 9 SECTION � ''•• c `r* x i ,}' I INSTALLATION. SCALE 3//6�T' SCALE 3/0-1` SCALE 3/8-1- N uµ44,,A LI 1 1 / I r7U7 r i TOP &BOTTOM MOUNTINGS CAN coNCRLTE ANCHORS r 3 t/2 as aaMm I r CI „"tit A7,'1# COMBINED IN ANY WAY 7D SUIT ANY 41 (SEES 8 TwwE 9N 1 b A� f I 1 ,,,,,``�•(Ei A. T/f'AAAAo INSTALLATION, 1 f -- SHEETS 61NNWUTH 9} rl I DonH. -- 4 .', * j, I ; fl L c_ AS P A tl( jwy g i1 T!(4TMy�� a� uOFNS, �9 % EXISTING POURED y1i E - Ta/�'"y rLORIOA BURRING CODE W h Yelpei Hurricorn ZaA«) 1`yilp . EN,S '"'!V" FLORIDA BUILDING CODE (Nigh Velocity HuMconr Zone FLORIDA BUILDING CODE Ni h VeioaT NurrTtan«. Zane} _°-•-eaxeRtr[ M1cei1ila tX)r4eRETt awl uNcsA tef¢nN E a•. • 92mo - F.F. Y - Ep- = ( = . 20 GAGE GALVANIZED STEEL. STORM PANEL : _ °�0 "`� INC. GAGE GALVANIZED STEEL STORM PANEL TIP COSTINGPO �/4• _ 7 � abOat 71UK0. aaC r:P m S s & t 4 2" Wn. CONCREtF BLOCK rdW RW1U R i11 " Q REOUINEO. s *': a 20 GAGE GALVANIZED STEEL STORM PANEL 3 Mox. REpuiRED. T1V#'f. HD«1T, s..: 4Ht11i7 : = owwwN e1: c NG 44167 _ Z (SEE SG�I:ouL) ON '1T : * ' * a OM11i ' SECTION X-X = * ; .---•. , _ "-�, ygTF Fox coYeB4AOiDtT DF _ECTIONe: , • ? aRA1W «r: E.D. -EDGE piSTANCE - - - " sxF>=rs a THRpUcaH . 9'.• ATE'.. x "'-_,,. DTMI SDAE s 1, x i c z .err,-�.- mf2ywm ? *: * a �:y mac- mM/aDla e z o . PROTEGTI RO !e- , -- _ GLOBAL PROTECTION PR08UCTS4 LLC. o9e. (SEE scHTroult GN TDP & BorroM1 MouNnNcs cAN eE , _. w GLOBAL PROTECTION PRODUCTS, LLC. aMe GLOBAL ON P DUCTS, U.0 DA,e - . S O I T E C O trc. SHEET s ccxABlNIa IH ANY WAY ro sun ANY TE 0 I ,i`P O lac. Wb F ., DRIO — _ _�_ , I t E C O 1MC Ne¢a sw. sr s1RpEr DETAIL FOR SPACERS REQUIRED AT TOP OR .� a)t ..; w :Tum ! X. AINr DAME;. n. 93St4 1. �,c'•.. iR�` ! '%Zfil * swn63334 1 ""ET i 4801 S.W, a1 VmLIU Z . s/ - OTTO CKS AD AC T D amn a - $ A N1.Wrn. : 2O 176 c�•Ef s. raW: t«r.a.mdAnn,-�.�� ,I�u�.Q.tifi �. F. ,.., n.r. rae.:>.. rA M.W,W.N«N1,An Ax.I n1UNL;. SRr43aea-7546, FATE (9@g)er9-e7n INSTALLATION. y PraoRE::: t9saMeP-7a4a::FAD d9a4)ra-6m y AiAL �. _ _ PHI¢FC... iame9 CHIN@. FALL (w)ww-em _ - �'il/IfQ:-- ..i h,,, ,.Dan nr_aNa..F.I., Nsn..N:san 'L" A/ :w.r , t4am va IMF - ti a Pao mt LAN +y��s ,,,,,, ""A aS' ♦ ns,,,:IIW} an -,Ma . rN. , pwO rn-+Ar1 lllrl 0, 01X4719 - AL NTT Nat••oaWTtl SCALE 3f8-1 N.x w Warn..: r .w a.:. ouw.t9 Np: -'!AA f >t. tSt-,paD97i9... , m -.n 'A'Ai r _ �i 20-176 %�,r•.,! Rlt1P•� ♦ saw awW n sa34 tnTE WNaER A n . rr , I0 ..... • zx �MRwow awgM R aaa N m , A 20-176 rRae roe DA:tNxw Rx� A, aS• ,�A .,er 4Wa rM■ N.+a.a. BavarN¢: Nx ♦NLiNR A IiWt 4'Ri'1 PE , an A: ., a ■r'Ef 1 ¢F Es + to 7, _ . - SAV 4 or 2r. JNni1M^-' ... r r - aw F aK n SHEET NO. SH 1.0, E + _ NE s7aea6 1. J a . w PrEr . W,OETE AN61p6 ouW. m e - Wvs'ac w i WALL AND FLOOR MOUNTING INSTALLATION FOR _E. SPLIT PANELS ' X P [A7,aau bus w! t NUT. (2T,2Trt/416'-IC S:. TSdTA ? ® (TtD. Iar10N) C 1.'r R'.1NakVu SOff010 -I. 1AAU MA11M (SH/Y. f1.1u -9 1' /• r/ rA1AEM a HUT. ._ LTX�t��AP11/al aJ.{• c :, I' 1.� r 1. .L/RIIL«aEM ATP ) 6/16'. TW-m a,. Film RODE/s. ON. LLO.- X TRIED 6Wa0rR1 Gattr ELEVATION SALE. 1/4' : i' __... S 14"'• 1` • IN164IE MME6 K sA0 ArL -rL0 P.tT. �s6e1 ��'A"soiEn�nal 1 f4' Mw. Iw?J.a d 53'. SMe . 6' OF YI� ` lII1TD SAE _S/aN1PAlQ. Yh'-0' Wr. 1•NI[t t6#N.D+ OP�k81'OM P #� iIARNC \ (� t/4Y h .Q _ YJ 1RiYaRR . L 2•.Yr1/4• - A (bm/3-1w, 6ImOtl. 2 • x1 Y ' dm TOP t SCALE T/4-1' EAR OP 9 in- WNEL,NEN) MAIL 2 MULLION SCHEDULE 9) Max. MULLION $PAN (FL) ' REWIRED W., TUBE MULLION - 4 4'-6• 2' x 3' .. 11W ? 4'-6' TO 5'-8' 2' r 4" A 1/e' TO e'-10' 2' r S• x 1/6: t0 e'-a' 2' r 6' x i/B' yAI,LQ pN PRESSURE r. Ty +OpJalp-�'t2q.0N�f. G Jc ORIENTED CTIDN 1 VMNUEI. TO E56roRMM P';W0.'b LENGTH' SCALE 3/8-i- NOTE: MULLION CAN ALSO BE WATALL£D W/O STORM PMFEIS DN TOP OR BOTTOM SO THAT O IS LOCATED AT TDP OR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUBE TOP 6: BOTTOM) INSTALLATION - ALTERNATIVE i W SCALE: Ile - i' W L L NTTNG MWALLLTiON - ALTERNATIVE 2w SCALE: I/4- - I• : 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p. ,f. AND PANEL'S LENGTH UP TO 8'-8". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHM (SEE suT 1`)� I"�M� 4, KATCH IT° `IAA 1 I I g T�e n3/32 1H'..1• M1GNI�E bbiYtt ISEE GET. %14) i a POUR I CONCRETE d f I i CONCRETE ANCHORS (SEE scNEDA.E ON SHEET 14) POURED em a 7/2' D.C. W raw. NST I ATION WALL AND FLOOR MOUNTING INSTALLATION $CALIE; 3/8' - I- - SECTION 2 SCALE: 3/8• - I I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR WAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (IN/ OR W/O REG" TRACKS.) 2. CAFE SAFETY STORM PANEL CONSISTS OF 0,039" GALVANIZED STEEL STORM PANEL AS PER CONPONENT.IQ, SHEET 2 OF DRAWING. THIS PANEL.. ALLOW$ ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE: J.LIFE SAFETY TOP TRACK TO BE -wz FOLLOWING I � COMPONENTS . At1ED OF'LOOR MOUNTED SECTIONS & 111 N' 4111 ' 2 ON THIS SHEET. AS WELL AS DETAILS I & 2 CAA SHEET 14. 4. Min. LENGTH' FOR COMPONENT 1) IS 15'. •. NIX. ANCHOR SPACING FOR COMPONENT VANCHORAGE AT BOTTOM IS GIVEN %I SCHEDULES I & 2, SHEET 14. F COMPOWNTI)MAY BE PERMANENT OR REMOVABLE, 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. 'i 'ii�• AAAiA�F 6 SEE FOR DETAIL APPLICABLE TO THE NECESSITY FORF AT+TRACNS SPACERS INSTALLED AWACENT AND BEYOND TO STUCCO/WOOD BANDS. smr PN4'1�a aNa IMPS MXaa1 a F.a.Ee Am,. 07 ta6M PaA•. -'ra9 pal. I i SECTION Y-YY-Y SCALE 1/4•-1* SPLIT STORE p NEL ELE/AM SALE TJe"-t' CMUNG t FLOOR YOUNTINC WALL t FLOOR NOUNTINO INSTALLATION - Ar ATIVE 4W INSTALLATIONS - ALTERNAM (SECTION AT TOP IS UMTED 70 +55.5-67.0 MAX SCAiEI.. 1/4' - I. A.S.D. DESIGN PRESSURE RATING) SALE: 1/4" . 1' rn-wy,M� I si. its fJ+�i I 1 .0 MpM Nip{D ' IAa 1ERn..•.� I r�no.I lm'M•°mCaa.e 6mc 4' FLOOR MOUNTING INSTALLATION - SECTION CAW SCALE: 1/4" - 1" R CONCRETE ANLTNMS SEE: SCNfFD1AL GH SHEET 1« Fat wow ScfRw: $ECTIat aN SHEET 15 - T, A 1w/1s 2/4. 2A/4, 3/4 OR ILIA .•••ITT, 2 3 1W/15 � j yr A 2/4, 24/4, 3/4 OR 4/4 � I- 000, 2� & (1W/15 L�FT, � do 1w/15 �SAFETY AREA W/NO LIFE SAFETY PANELS t--,-- Le. REGULAR PANELS W/ OR �i O� P� . j LOCATION OF LIFE iSEE NOTE ?BF1011) .. SAFETY PANEL --� W/O REGULAR TRACKS (SEE FATE 1 LTELOW} • LAST PAMB CTi TO 8E WSTld:f.£f7 AS LIFE SFORLL OPTIONF FE PNKI. QPENING SWLL %.,A BE PRDnOED W/ REAR NAN,XE TD FACIJTA7E MSTALIATWN 1F R/TENOEO BE DD OR REMOVED" INSIDE 1 ELEVATION M TO SCALE 3/32•-1- rv., Mat GAP © 0GO 7 1 • I R d/4 M.b - 1 B SFE 1)PA-6 tT A�LaLSbli)OIE SEE ROLE fir SECTION B-B SCALE 3/3r-l' MAXIMUM A.S.D. Dp, IGN ERFS.S IR c RATING (I�,2.f,) AND GQRQ PONDING MAXIMUM E ME L NGTH "L" SCHEDUL.E TVAn nFl r'Ene rAM1FI FJ 11 r!S .AAru iAlMYte aR oer ESC7w1c . T„u11 1n nu eHes-rr el WgTNMW ASR 0 PR .Rf {-7201 Met fA�LF3EQTt1 (.L R. 16AIIR1 1 CATION zAEM CONDITION / am +3S.S, 7'-6' OR LESS 1 1j4` iRI"Im 7 TWO b A 7 +SS3, -72D a7'-6• TO 6`-e' Mat 2.3/4' LINBOLTw 1 Tom 5 a T TO 11'-2' M- 2 1Jx' 6661TFa A 1ROLBwTH 6 +43d, 7WO IY-4" OR LESS 3 1/2' ' S0.fIktj"%gmAPS M A Y • TO ' WLM W/ 1/4 a-20W SS M.S a WN6RR A-OMNAP a I DOWTH OF P.WEL FOR PANELS�I A Q INSTALLATIONS AS PER SECTIONS I THOU 7. DN SHEETS 4 r Al MAXIMUM AS.O. AESAIM NAAW ANO10R6 SPACING FOR LO.. 3 IJA• - SE dt OF THEM =10 FANEL t.ENCRi TAPGDNN. CF W-GRIP CNM-M mwim76. FOAPAE 0 `AHUWSE RIB TO CONCAM C 7E 70 CONCRETE TO CONNONVIt 70 OSNM.ROM Toto CONCRETE TO CONCI#lE 0 TO CONCIE}E 6 BLOCK tY N/A N/A N/A b• N/A 6' N/A- I' , WA I (TOP) B' b• WA N/A 61. e' 6' E" Ir 6' T (6pTMM) Ir N/A WA N/A B" N/A 6' N/A 6' N/A 2 OOPi. Ir N/A N/A N/A 6' NJA °' N/A b' N/A q {6p1{ +55:6, -72.0 ar NJA N/A Wk 6• N/A E" N/A 6' NIA 3 A: 4 (TOP) 7'-5. OR LESS OR 101 6' S' H/A N/A Ir 0'. 6" 6� 6` 3 toomm) 6" NJA N/A N/A 6' N/A e' N/A 6• N/A. 7 (TOP). 6". S" N/A N/A 6 IV E" e' -. E" 4' 4 A 7 (BOTTOM).. N/A NjA 12 I/2r a 1/4' 12. 1J2' 6 T/4' a 1/4• 6 Ile 6 1/4" 6 1/4". 5 (1OPJBO77OM)... SEE SHEER to a 11 FOR AVCHORS APE a SPACING FOR INSTALLATIONS INTO wow NMI[ BIRLDBW. WNMUM ANCIIOR VACAM AND *mom a" OWANCE ARE mom ON THIS SI.1IA6. FOR ED I= THE Fa.LOWI4: FACTORS,FOR RAMNL TO BCE P19IBUC AEOUCEOSPAdP10 08MNFDIMNO FACTOR SA LL HOT eE LESS '6" MNMUM S #Am RdOYE.Tm FOR VON ANLNfON TYPE AT'ANCXQRB LECatO.. 'j, 7m . 1/4* LJ4'A 1J4•. 1J4� 1J4s 1/41r MIVeM CF W-W ftLO 00K" fA✓>NEf r. AW*KR "Rtw1a 4 3 3 a a 2 T/2. 3 4piR�4[09MAQ G,.,Y1.. IMd 3 3 } 3 3 } a/T R^-,j 1".* •n. W 3 } 3 TJ2 D. 1/2 4 J IA AL44T.�tllatau }• tm 1m 1m s3.. 1J4` LID:.5/e• 1DNG> BU31aN4 w/ INSTALLATION DETAILS FOR REGULAR PANELS A ,.U.. P".M t07Y 6.W. MS. a 0' AN 0 1 4* PANEL LEINEI'NS UP TD S-6' Nq6 1/4' O.G. INTO EXISTING nOD STR.UGTURES FQR tENGnFs UP ro e'-6" Mot yw 6,4-,D PAISLAMtE fEAIALE 10 OR PAIR3.LMA PUA6 O ;122 K 10NC HFA01ERf FOR fiL HRIA ALP -e" •°�` ' - _' � � '�`�.� `Ta'�S+ w YaaoHB€iaFn°'ccnw"1ia" � i 1 I ,fr r fW E° E0 ED 1 { # L ( i No wA" )€@ aLrotlRtO 1 wb0 IRAm RWUM I"E' Alm� ALTERNATIVE 1w 2W T--••�-- :SCALE 3/8,.1' /IjITESNAT{VE SGLLE 3f6.1• F (p( I WE Sc I e.au f i e l 1 I � s r' ISEPFRAION TO COS, 1 a,4. I �, t I - E'43- 'Fa € EO I- 1 '----- EQ• - EO ! _7 i / I / - rr �k 1 EQ J ED� I i ED. EQ t ; iti 1/2• i [�.i. /// • 1W. l ' ,t ( i 4 S ' �.. YOOe P1A7E r n ` flf eEaUWFD. " , t t / 4 Nib A S C LOAD BWUSB Bi$taNUi 1 s J. / ,: S§ w/ 1/A:a-TWx• SS. NS:.a C tY.a. � 1 1 . - 1 ?. � L._T/t 4•.. /Yvhn t� . IIATE AEaUFNC7. i• , * AN q{{ FOR ALP TO B`-O• AFR1 6 = 1/4' TOR LENGTHS U TO M'-a' Mon 1 y 3 }{ _ w.s 7 e r a.� '••.+' } .f aR 114-10 PAN111 F/WAL$ .M Ok PLUS • TT IJ2' a, WITH 1 t E I/.'1 lAa SaEi1b • 4" O,C Y/ PANELYATE G mumm1/2' F6o. IHAFADED PDATRATroN AT Mn , FAGlD Pf t,IATb ALTERNATIVE 3W ALTERNATIVE 4W �. IMOMOTH CF E7mm wm FNATE FOR rw km i e IA017rOM Of pwr SCALE 3/e-1- SCALE (( ALL L O CRNS UP 10 S-e' Mm i I MOU NG INSTAL ATION _ gGqwyDIRECT NOW : SHUTTER TRAac T� FOR CLARITY ALTERNATIVE 6WALTERNA111FE SCALE 3/6-1' IN SCAT-c 3/8A1- Ng=1;aMtP I I LNq 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS 'S Ea�FP,.:•..1Tp ya•`4'1 GAF `•, S �% FLOMDA UP TO +55,5, -72.0 PSF AND PANELS LENGTH UP TO 8'-8". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Ste.• - • - • erum °m'0 BUILDING CODE' (High Ve1 : Hu Cans Zone) PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. s ND. '!T = 20-CAGE GALVANM STEEL STORY PANEL FA aarrl MATE EG M53tIlAn. S fi =* : flF �1It I±.•»r C 4M GLOBAL. PROTECTION PRODUCTS, I.I.C. 6{p�T "'n•n62q pL1E TOP & BOTTOM MOUNTYN(SS CAN BE. '.C'•..., ` cmNa r E2FxIMEERTNe:COWWY FL33f14 COMBINED IN ANY WAY TO SUIT ANY I'll ,,, A"N�sSJ A NYMrNF xa 3W. .rt4 7•, Wa.nl Iowa rt awn ^x,,• • t+HNa`i+,-u+6 , N.: {sq rn-iXN PHONE: (n+)m-764S„FAX: (W)w-am -. *L •; r v.:,,. n�1.1 - s 20-17 6 INSTALLATION. fu/Hta. F. irAL/aarcATINREfo�TE G-apeTtl wALTm A + m,r-W - 4,1Y.E 11 aF 26 1 1 8 "i�ocAnorEl 8 1 ALTERNATE 1 $ LOCATION (9H, 1 AT END PANEL AT f74Q PANEL STUDS O EVERY I OVERLAP (12 1 2' p 0.) I _ - 3J3• Im". STUDS b EVERY 1 a 1 •PANE 1 1 T02HO1/2- D ." j I ' f' (IRS) /'� ®oR ] 1J4' 1 I SEE SEE ` j SCFIEDULE �tSCfHWLE ji - 3* INTER,LM PANEL EIVD PANEL t/�•'p�) OR B C 3 t I iJ4 ",: SEE 'Im S0 1 I IRTERWR PANEL END PANEL S - FOR Mw- FOR Mac HOR 3" \ y HOE 1 6c+EDULE - 3 a . ti 3--1 aRVT)IRECT MOUNT I SPPAACING SPHOR ACM MM. ANCHOR Ma> ANFOC AR sPAGnlo sPAawa __.__•»3 wn.- _ a -3 Min. -wrf DETAIL 1 : WALL MOUNTING INSTAL TL► ION SCALL. 3/I6• - I• A.S.D.D A� PRESSURE AXI UM A, CAEPUCABLE TO RATING (R.s.i.3 N ULE AND '� 1) DETAIL MAXIMUM MAXIMUM M 2 ; FLOOR MOUNTING ►MMLLaTION (APPUCABLE TO SCHEDULE SALE 3/16' '- i- A.S.D. DESIGN PRESSURE TINE f AND CORRESPONDING • p (R.F3�A.s� EL LENGTH L SC P�! N REDUCE 21 C Sk�R___Si IN,„V'ALLATIO•1��jTO ESP. ND MAXIMUM OR P II!I�:I�.�Ii-`s�NG CD ETE A CONCRETE i3al ISM.Y! CONIXTIONS. & CI' SCHEDU A 1� (y�E/ IrB�IItCK STRUMRF=S 3 T�� FOR O�-�C SYSTEu a tSNFY TO S•E T ON t A 3 lNO Q`TED FOR LIEF-_S- <T S PANEL ON SAFf"F 131. TOP INIMM WZ ED, - 1/2* MAN e€ ; 5.&HO'DL.>�.� / DDR CONDRDNS T BOTTOM W = �W� NO(Rt� A LE•Ih,TO .m 3 JZ2' WY P�'"�}CENSF' ✓� sz - No.44167 FLORIDA BUILDING CODE : NN h Velach HuYFTcam Zone �w am fA1EW, INC.20 GALVANIZED FP' e GAGE STEEL STORM PANEL OWN Bn GLOBAL PROTECTION PRODUCTS, INC. 6F/x./2nTD AN III E�►`OLNc. / "✓ fn �A�•s� sea S.w. 57 Si14 20-176 F Ff A! -�*" IYAti T[BTMO a COMrANY k1[ awi. Y, fY. aek M.wn a.(nR ey H.n .sA.F-:aa71 .H-x.7, aWw. R 33311 RgN6: (6S4)�-]816, tAla. (964)eM-e7I7 - CA le.sl.u: ,4 Nat Ow.rrl.. .- ISADe.6 Na: PE. mGq'/m wUBgwt 1r.10 ar. BNa744 M# iIW.TEgA. &.'P;E MA AS0. PRESSURE TAPODN OF W-CAMP CAa-.1 PA)EAAIRf FEMME D PAIRi1ATE PLUS SEL`710HS // # � T� MAIIIIUM PANEL tII+OFH VOL) roEIE CONORLIE CONCRETE g �� TO '� COIi7CORElE 8' N/A N/A N/A 6' NIA. 8' N/A B" NIA 55:0; -72.0 g" T g` 9- S- B• 9- 9' 9' B" 1 (BOTTOM) 8'-0' OR LESS B' N/A N/A N/A 6' N/A 6' N/A 6` N/A 1 ILL 2 (LOP} +5s.o -72.D 9" 5" 9- x 7 1/2' (BOTTOM) i BOTTOM s•-o` rn s-r +S5.O -72A 8' NfA N/A N/A 8' N/A 6' N/A or N/A i & 2 (TOP)'. 7"-6- t0 ff-�6` B' 4" MapIUM ASA �� PREEsvRE MT.IO .I.I: , LINO • s/e• Mh Npll TOP W Mlgq. b8E A OTUD • 3' MH, t1tDNN Tar ff ANOtq APPLNEABLE TO SECAONS / k C0MBINA?TO. OF 'THEM WIDMUM PANEL LENGTH •L (1t.) TA.. _ V � +49.2 -61.5 3" 4 tfY... 4 i. 2" 2 (BOTTOM) 7'-8" 0R LESS +52.8 -66.0. 3' 3" 4' I 4' 2 (BOTTOM} 7'-8' OR LESS +550 =72:0 2 1/2' i 2 1/2" 4' [ 3 i/2' 2 (BOTTOM) 7'-8' OR iE55 +55,0 -72.0, 2 1/2' 2 t/2' N/A NIA 2 {gTYTYOM} 7'-8• TO 8•-0' +55:0 -72.0 NfA NJA 2 (BOTTOM) WVIWIP ASJ>. nsloll Wr PANet uTNCIM aaENAN� nIILSPPII[ NI.iR rPrla T.' (RJ (>EE IEabNM) l ♦SSG, -7T0 .'-Y 2 3/4' IAg0.1[0 S10i BkRT3 1S FOR ANCHORS • TOR PITS BPACNO aNstNAATrgNs MTa TIOODFRIirt BUILDING, MI,WW ANCHOR SPACWO$ AA10 ARNWUM EQOE O41'ANCi ARE INLHCAE6 M1'RAS SC)RTANLE. FOR. 'AimWL4N WpG1ED aM SartaI2E REDUCE ANa4O8 SPA,ANG Br NaBYIPLWMO SPACRM7 SINWM ON SkEDUtE BY THE fW WRMG FACTORS. FOR lti8 MER.LTIOR TO SE POSSYSIE. REOUCEa $Fvcllc OBMNED D$Ma FACTOR SI41LL RIOT tc LESS THIN TNaLANu sPACIIs tlN71P11FD FOR EAp1 ANCHOR TYPE A ANCHORS liGSa¢, ANCIIOIt T1![ t/41 if4°6 1j4'R rAltai Q TAP-ali P" GUR-II I.t ANC,"I BrIl4P0 Ba.) 3 2' IJ7 haboeNP/I 3 3 3 3 3 Rdi6t1 •.ui 6a) a a 3 1/? 3 1J9 4 kL71K fd O� BBBIIQ2 1RI.7p1 1, i t ' JT - - a• 1m NAG - `1.Ia 43 (VAUD ONLY FOR AS PER SECTIONS I Im 10, ON SNEEIS 41 5 & 6) NA U" MAX•NAM MIDMIRS SM LNG FOR E.O.-. 3. I/T - ASA. DESIGN TAPCON CF TAP -GRIP CAN -RI PAHELmATE.FEMAE W pAmmE PW6 SaUO SET APPUCAOLE TO SECTIONS j " MAMMUN PANEL PRESSURE RATING - TO CONCRETE TO OMLC M BLOCK TO CONCRETE TO COUCRm unm I. CONCRETE TO CONCRETE BLOCK TO C04MM TO CONCRETE BLOOM' TO CONCRETE TO CONCRETE &DCN TO CONCRETE TO :CONCRETE ' BLOCK ANY Come" ION OF IF" LENGTH 'L• (A) 8" N/A N/A N/A 6" N/A G' N/A 6" N/A N/A N/A 1 (TOP) 8' 4' N/A N/A 6' 6" 8' 6" 6' B' N/A NiA I (BOTTOM) 6" N/A N/A N/A 6- N/A 6" N/A 6' N/A N/A N/A__ 2 (TOP) 6' N/A N/A N/A. 6" N/A - 5' N/A 5' N/A N/A MIA 2 (BOTTOM) . -72-0 5' - N/A N/A N/A..... 6" NIA - 6" N/A - V N/A N/A N/A 3 & 4 (LOP) Y7'-5- TO 6'-$- OR LESS 6„ 4' N/A N/A 6` 6' - 6" fi' 8' 6' N/A N/A. 3 (OOTTOU) 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A N/A N/A 7 (TOP) 5' 4' N/A N/A 8' 6- 6" 4- 6`.: 6" N/A N/A:. 4 k 7 (BOTTOM); N/A N/A 12 1/2' 8 1/e 12 1/2- 6 1/4' 6 1/4". 6 1/4' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) 50,01 -53.3 N/A N/A 12 1/2" 6 1/4" 12 1/2' 6 1/4`. 6 111V 4 1/4- 8 1/4" 6 1/4" N/A N/A 6 (TOP/BOTrOM) 6'-8" TO 11'-2'.. 55.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4' N/A 6 1/' 6 1/4- 6 T/4" 6 1/e N/A N/A 6 (TIP/BOTTOM)' ` B' TO 11'-2- NfA N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 6 1/4" 8 1/4' 8, 9. 10 (TO') 43A -48.0 '6" 4" N/A NIA N/A N/A N/A I N/A 6' 6' 6 1/4- S 1/4' 8 (BOTTOM) 12°-4" 0R LESS 6. 4^ N/A N/A, N/A N/A N/A N/A 6' fi` 6 1/4` 6 Ile 9 (BOTTOM) OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4' 6 1/4" 6 1/4' 6 1/4- 10 (BOTTOM) SEE SHEE�S 10, 11 AND 12 FOR ANCHORS ATE M SPACING FOR INSTALLATIONS INTO wow FRAME 811ODIHCi MINIMUM ANCHOR VACI N15 AND MNAMUM EDGE OWANCE ARE WOEATED ON INS SCHEDULE. FOR E.D. LEAS THAN INDICATED ON SGIAUI E REDUCE ANCHOR SPACMG BY FWLTOLYNG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR TAM OPER VAN TO BE POSSRRE. REDUCED SPACING DBFNNEO USMO FACTOR $)Nlt NOT BE LESS TFMN WW" SPACING IAEAIM FOR DL017 Mr4CR HYPE AT ANCHORS LEGEND. Allow A!c 1/4 s 1/41. 1/41Y Ile. TAPCOlI _1/4`. CF iM-TMP a CAiK-W IOW-fET M. ANCHOR SPACK ON) 3 3 3 3 2 1/T } Y.� Ca.,cll.6NJ 3 3 3 3 3 3 1/2 LF.a.*M1.1 air Beck Dn) 3.... 3 3 1/2 3 1/2 3 t/2 AmK FA.OBk:■WIM F A'c:T:O R m ow 3 t - tAO INSTALLAM DETAILS FOR REGULAR PANELSC A { INTOEXiSTING WOOD STRUCTURES r",, ,1 %14-10 PANELMATE PLUS /1h70 PANEUNTE PLUS i 74-I0 PANEIJM7E PLUS 6 1 A".OA. wJ i, 7/6• '1Y T 6 1 4` o.C. w 1 7/e• �4 B 1 4 O.C. W/ 1 7/8' FAiiiRA7i4N 70 �; ��i *` T ED _ I PENETRATION TO qil . � t�r� W006 NBADLR I .•. � WIPE 7O = � EXISTING1k � HEADER j��f � r �•12' 7J6Y.s!•Tf' ! 7/e'a3J3r 1 I _rNc • j i wr • ° I .alive Nrt e LL'OLF SW R EtFR/ BRIO e 3 I DI1N:S7V0 • (y1,�1 s 6 yr D.p �' I MINT 1 F WOOD, HEAD REQLWREO {} SEE Snt„rxr aN ' j SEE SCHEDULE ON : t Sf3 SCIEafAE ON �-_.,- SEIMRA i ? FM W. SEPNLgm i i31_, FOR Yx. SE➢ } jl�����,'y1_ Mcx, PANEL LENGTH __...... _ _._ M.. PANEL`CElNEiM 'Ny".:Ma PANEL LENGTH ,JA'.-I061 FwaS: (SEE NOTE 1) T/4Y-20%i` 6s� ' (Sm Nam 1) i/4'M-zOXt' S.S' s (SEE wr 1 MS w/ r/6'P . MS YJ rJE^i f_._-M9 ) 3/32' WIIO wr • EIA1F` o+rR1AP r • D.vLr o.EnAr i 1LKpY orEi4AP i Y OF V I j i OF -L E OFF L i MAx MAX 9 i ` I NVF •. \ � ,'• : WING WUT�TIASHfR � i._�J . � SS. MS,} / ' ral LVBN' SFIAIei � i e aT f/2' U.C. 0. `'-�b e' 0,4 W 1 t/2•. 27x4' WOW, PATE f I €%. t ! 2-ke WO 0 PLi - - ` I t t.... 2"WWO LATE ' i. l i PENETRATION REWLRW !! 14-10 ➢ANEIMATE PLUS I s S THREADED PEN WE tla4 Oe• i I - i✓1 I € 17 YIOV710M PLATE I 10L7 W1OnI UK PLATEocu//OS'TA w j `� � � I° L 1 T1NFAtOEQ'1PEN/ETPATWN 7 � sf1� " i ' `'ti AT 61NWIOTt1 PATE41 ' v� ALTERMAINE 3W DIRECT MOUNT jfi�Q INSTALLATION DIRECT MOU INSTALLATION SCALLE'3/H.1' Ift WINE 3/8-1- SCALE 3/8-1' MnTFe. I.: INSTALLATIONS FOR ALTERNATIVES 8W. 9W & IOW ONLY VAUD FOR tIt{t1111FrytNA BUILDINGS WBH A.S.D. DESIGN LOADS UP TO +43.& -484 P•$J. AND aN asd }1. Tt MAN' PANEL'S LENGTH UP TO 12'-4' - `+S�h �:•,�..... 2.'FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL .7. �G 4t : =' F4(ORIDA. BUILDING CODE Ni h Yet"Nu One Zone ((Qg FDR coMBaLLTn3N of sEcnONs. No.41 k r "°S0 TM' N` 20 GAGE GALVANIZED STEEL STORM PANEL aaF.0 TOP & BOTTOM MOUNTINGS AN BE - a•,(TE GLOBAL PROTECTION PRODUCTS, LLC. 6r�`D,70 COMBINED IN ANY WAY TO SCAR ANY 5 9 , - -'-"' i� (C iN INSTALLATION. y 0% -'. Al Rt0 : ' ,..:^ TisY • NEETNTiO CO1MaoW��AAAA�rrrr` ri'aT3�i'.E` 20-t 76 •• it w.w aww•: rt a7,M . PIA7NL (800510-2346. FAIL 004N6I-*717 AAAAAA/ Nj LN ILL ,•d+_.. kw , DaN at-,71i tom} m-u71.. a€e. r a.Yi.P In aa.. er+r - re ATE _ UV.TF7I A. iIll[ M/6P'/� . e m ,T-1w • am IT ar 2$ INSTALLATION DETAILS FOR CIEDON j 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/4.4ua$caw$.6-D•C-Wj INTO 0_ EXISTING.. MQSTRj'URES e- i iTi6oFA0FD PENETM114N ro lYCOD +iFMEN. i i I GR FD� EOI EO i r WOOD EWAM I I R ALTERNATIVE 1 ALTERNATIVE 2 1 1/e' W+t 1/ACTT' MACI•TE r W/ P THIS) SHY• TO a fY i AA. ( J2 EE SCHEDULE tt F TO OU65. i EQ i EO y1 ! Ea.,... O ED / 1 I - � *r I ED I wow 't y s REOUREO , PLATE ti ALTERNATIVE 3 ALTERNATIVE 4 Yrt} PLATE , WAVE) EIS+ WK; iO SORT"* E�E78M6TMN®R / 11/Y CADS tO.A BMA BUAING w/ i 1/4V1-20i2` L 0 GR WQQD FRAME CONDITIONS A ANCHOR LOCATIONS i/47-1a PAMELNMIE TEM4f • DR ALTERNATIVE PENT P�7 - 'BeALM 2J6` - I- WALL NN1TE : SMS,IEA tPACRS NOT ' SkpYN FOR TAAle7Y apI41i4111 WALL MOUNTING I�T�L„�TiON aa�NaA�,�A.TI(r � ALTERNATIVE 1 W s� JruENSp • ; i 7 _ FLORIDA BUILDING CO - 3 oRWD A1ETX LD 20 GAGE GALVAIUZEI JrD1£4. ,'IE OF rcr 1. OWAUATINS ARE ONLY VIVA FOR'6WUONES w7TF! AS:D. DESIGN LOADS UP TO ? •O '^1 rw.7rwrr +ssa, -72.4 P.f AND PANE 's LENGTH ALP TO e e . 9 FC Rt0 r GLOBAL PROTECTN 2. FOR NEW WOOD FRAME CaNSTRUC7ION: WOOD MEMBERS TG BE SOUTHERN �'C(L'TV1 E ,... I•� 0 iNc. y00 y.1 PIS Na. z W/' SPECEIC DEHSTn` DF 0" OR -EQUAL S) • AL TAR TE8TiN0 • [NMMEEIBNa CoIM'ANT AWE. - - AAAAn2,u:-...uALWAaaw 0.>K_aoA Ww... wm.4. rt ssN. rtloE (6d )Z!" � O U .� >` Q 0 O C .� Co V U 0- c O �L O C 0 � Ca O O '!�P (E O j .cn -0 cn N CU O 1k ® I' L_ (.. p� Yam+ €1...�1 Lc) to L+ C,- c ry i U) vryry) N `/ I0 © O, 7 S EL 4,..1 Lu cn U) cu L_ CL CL U c- //'0� LL U�'^ ■ V, co W CW G Q z Z Q J a SHEET NO. SH 1.1 1 -ANCHORS (SEE: SECTIONS ON SHEETS 17, 18,. 19 k 20)--- MAX. 3A/f7; 4A/f7. aA/18. 3R/iT, d•f17, SB/fA 3" MIN. eAw/». TAw/t9a. 4Aw/w awps. Tar/f9 r ialr/10 t• iAi Q. Q Q Q fl , I-a'9 .'l MAX. sA/n. Wtt. SA/lad. MRJr Lon A, MOW39/i I, 49/n, aB/id, MIN. 9Aw/t9. 7Aw/t9 a aaw/29 MUM YW/1R 79W/tI a: /m 1. ANCHORS (SEE SECi04S ON SHEETS 17;: 18, 19 & 20)-------- OPTION A2 FOR LIFE SAE , . MRM PANEL NATION 5E TI4 A -A SCALE 3/te-l' MAXIMUM A.S.D. Mmc. PANEL LENGTH DESIGN PRESSURE (ft.) MINIMUM SEPARATION PANEL RATING (p.s.t.) (SEE SECTIONS) 70 GLASS CONDITION +55.0, -72.D i B'-8` 2 3/4- UNBOLTED 2.0E L_ WALL YOUNTINC ,INSTALLATION 0 REGULAR PANEL a IM SAPETY SCALE 3/a'�1' SCALE 3/6'.1 DES: 1. ft&TAUATX*S ARE ONLY VALID FOR SALOOM NPH A.&O. OEM LAWS UP TO +Wn 5, -710 PSF'AM PANEL'S LENGTH UP TO 8'-a•. 2. FOR NEW WCOO FRAME-COStRUCnOW WOOD WAIDERS TO BE SOUTHERN RE PNo 2. W/ SPECV C DENS" OF OAS OR EOUAL COMPONENTS FOR SERIES 209Q &,i900 E-Z HANO_STORM PANELS (SCALE 1/2-l`).. 0 STORY PANEL PANEL'S END UP W/ NE/AMEO EDGE. ' xNffiIaME 1301 'I'jaC VIEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EDGE. (N.T.S) -i �.I25` L I _j L-31 mm____j 3wx3W(Maxj ALUM, ANGLE i STOP BAR U' LONG 6063-T5 Alurn. ALLOY' .125' 2.DOD' ' g 'J' TRACK 40J A 5n. I 3 74t5G- I i PAHE 1 4 W%pE 6061=745 Nurn. ALLOY • e O.C. r woo t 25" 1 r� 2 OLIO' O rit(Ma1E) ALUM MOU P i 4^ TAPCON ANCHORS 1/0' TAPCON ANCHORS -1/4` TAPOOR ANCHORS x 1f4` 7APC'OK ANCHORS 4 9' O.C. } O 91 A.C. 9' 0.0. PALdtEO CONC>TEt 3on CQNC" ' PWRfi1.00NOREf POURER CDNMCRE7 i - POURED BLOCK CURED 4' ' REQUIRES ! , . S 1/4L_ ( i p i ' e 1/4• BRAdt f1ELKlINEO ! I 4• j !'"/t4E�AIN,K W - i -- ;"CAE a■ t t; �"' itlgOYfi paNA { 3t �aN i 1 m far lAf Coli D„I -EXSiR�r...} t■u7 ,q k t-■... FD RntlmO arm as/ }k j. A aRv ztlq j j GtAss , ; GLASS 4.11 � Xv i .Alt'. ::: �."..' ' i ;` „. / ..,.-.. ;. r.r r'✓.W'.^'{,. ;. t 1 �.. w ,.r . # � ' T (E":• .".` i IE.ID.4, y F A }} 3 3 Y l , p ` ' z ISN.Se W/ ,t/�F� 7r4-23x/`Ss -ffiM.s. W/ 4/wING NUT WASHER - 7 4 x 3/3E' WRAC Kul q 7 8'i x 3t32ww p �.�O 12 1/2" D.C. ( � (BEYOND) a CL O 12 1/2' 04, j ^1L NUT WASHER (BEiDND) - I ' `3 i/4 TAPCON ANCHORS i i A TAPOQ4 ANCHORS 11; � C� ANRS 4 t • D• f 5it7D) r t D W/ STUD) i 4 1 A/2' O.D. W i,,,,�._1+OiIREO tl'a45[tETE L -,P,ti u CO:At:BETE - L-POORED CONCRETE °L-_, FxOUREn C3NC4itE - CIi CKiNCRflE 8l# WAUAWN A - OR UIRED BLOC!(' REQUIRED ENE DqC #�tE �Fit� t WS�N rtaN Out MnUr�st►i YIN 1 Nft3ltlIlNr INSTALurtOli A YO NIUM INVA t o ION W i SCALE 3/r.:t SCALE 3/ir-l- "ALC"...... sGIE 7/9•�i" Sa w,Ert ,p At 20 *NA MOM" TYPE t Ammmm Ile. y(�lifllH#tlq vnw TMMC dRAURN . Oft 4�C0a Ic. AMWMR IPACYW LkJD ...... scm au I'm ARE WMCALEO " " 4aFsxWttAn¢ Cww4 (iRT 3 sC1EMWt ,tI1 E.a.. LEss TYun , y, � tNw 3 - F FLOR(DA BUILDING CODE HT h Wooit Nurrt4Ano Zang SCHmiKE r ANpiOR sPALRea.aY ,ca.. •'± A1fi '; x. - wemu m1aa. M+c.. - iIlLTIN.YANa sPAarxp aNarN aN sDtXaUtE OoaE. f714'M!t. x Na �. 2R:iT/LCE GALVANIZED STEEL STORM PANEL F.P. BY oplavNok TTOO BE ! SSOILL room 6 -. + 17R'. °ds 3:• 1'"""'A: MWaFta I�aNa FAORXR'stmL ...� ._.. 'CAM . aE iEss TawrNkMmAA! 9PAOPNG ImRcAIEcaT .s s/A.. �,_.a;.�..-.. _- � S TEU . �"s�--"��'- ;..:_ i � A GLOBAL PROTECTION Pt�ULICiS, LLC, - - TACK ArIC1GR'tYPE ON TFA96FAn"AE a t - hx �` !: •.. -t ■f sc. ar... va■. a ioorc, n. s!a! PmR 9e4 TaA6.tHa ei97 20-176 hAMA.ht�! �"�,,..v,--,...„.,-..,,,-„ n,.n.efm9 ci..me. ar. CPr7.aP+-+sU ♦a r,... fEerir - rr. w: sws.w 9RMYNC Y� A 'E NKLA GA-T1t P.Z :t rJ. J OffIgN #2 EQR INT-0. x� ISTIN9. WOOD UEE SAM HORM EMEL =EM .STRUCIUREs 1 F 1J1`f TAPCON O B' MC. .t i iiOR AYWOOD f 1 4'F TAPCON O 8' O.C. 1 F 2 MMON* - 11 HEADER #` ., ,,.� t WTHR ow HEADER I� wOCD tNEtOER.. 1. _ t } WOOD #Ef;OER 61 REOUBREO R£OUINED" 7 i { 1 F e � v a y E%SRNG ON SHLEf hbj ;M to) # SitaF to) . r i PANEL LENGTH i = (SEE NOTE t BELOW). L t/4'f-24x9' .......;. PANEL LENGTH i (S££ NOTE 1 BELOW) o- I r i , 1 I i tl I N I % r t i wOOD PAE MUD ARMS NUT /2 2#6VK9D IRA 6'9o ( BLYW24 WASHER /14-tD PANELum PLUS bMRL TNRPA}}A 1/C -TO fANfAA4TE I19 �i(d5 t/t ' AT IDW1)THOF PLATE MftIN4. ATATOPPLTE if LIFE SAFI*R* PANEL SCALE EI'i •., , fS SCALE-3/9*s!" _ - 3y^' t� S ,. 5 FLORIDA BUILDINO CODE fU h Velocity Hurrt4anf'Zon9 T, *VAU ATIM ARE ONLY VALD FOR BUILDINGS WITH A S.D. DESIGN LOADS.; ,. S. .� coo TKTEOa, ANC - _ No d4ifi7 z - - : - s * ` �. ,'IE s 20 BADE GALVANIZER STEEL. STORK PANEL -. -:. -- - F UP 1O +554, -710 PSF AND PANELS LENGTH UP TO a'-8' +` r4s■rirws`Y +��+��(C d C 0 L PROTECTION PRODUCTS, U.C. 2. FOR NEW WOW FRAME CDNSTRU4TIW WOOD MRMSM TO 9E". SOUTHERN PINE NO. 2, W/ SPECRRD DENSITY -OF 0.55 OR EOUA1. : S .)1 ., �` , (vA�..,,. Q)it�1F;F` .. a 9 iW a G ..., aeoa s.zK 6, 5R14[T : x `*CCMPANRr awl F430 a„9dAfifA:W. `V"S,+j• .,... ` it J ANA ,MOANit A'x. f„ Caw PHaNa (ns+D 4-sw. fAX: ioscDMro-af#T ... Asro:fMCD'O'gA^aaa47Y9 akiY. ,>evrlR J,Q JAw. ebe :.f 20-176 LE={#MN6 N0. AMN 41fNH SEAtfl4lUElGA1E 4:N34R A Mr.. P,6 : os z+.ut J 3'/24 (m No1E 2 onowil 4 Ref NSF# KC1C 2 akL?NJ 3• Mos. , x/24 9'/24 #: AT �x1T L B (SEE NDT4 s sex" it I- sjM,NN. 1'/24 4'/24 CR W/DAPR e s COmmt AMINO s , } - MMRCREf$ ANtd' IEMS -J - .. S" ICY, 3� - �sF&ssMis aN -... t 1 Mmt. (40('$0.EdxRE w Al I END or (ENa iRREI(IaR PAtEi) (pINPANR PANELT AOM) NOTE t 3. 4 tRL4W j I i E sa RON 2. 3, 4 ODUN' { ACRE 2, 3, # s KE 4 �T'� �iTlLl l�d f T � � � ' jjj � I T T t♦ � t � I l ' 'I: tf � � � � ♦: [ ,k'-�w P ,/4' Afs. W/ )1 4 s-31 /d..4 I I t% al `3 wRLTs. # 40 X ,i 1 �a i L. 17 rill 1 - A., M-r- I j 1S �AL:E IWTE (YR{) 3. I :SEE 4 . _ FKR C4NCIEtE ANGANlS: SEE -7-4 v * A", PANNEL3) SCI+DAKE CR SNR€t 2$ FOR NOgO 9Ca1Wzz----tt. SAY BE W W^ Tp1 t - (Fas.. t J'E 2 y�/�y /� ,�{� AY ENO DR - 0 - 0W/ - w/4 • Z,T SKi .'iiORWS ON sMEit "MOO PA4ELS;;�.�,ta- + RO.CW #USN` PANEL TG BE. XS'fAIiEU M EACH � T(1� YG OE RN9MUER AT EACH CBE Pik Wj SFWF ALWAYSMOTE, 4PENRNO ALWAYS 9E PpCLpEp W YSMOTE �NA%t #ANODE 10 F R 40R1RON : REAR }IANIO4E TO FAClLWATE A45TA Nib STW&TOTALLED FROM PAN rf iXiENEED TD BE INSTALtEO FROM t, TROCHE GP StRUCnXiE. ION.t $,ar - - IGNE 3/J2'.. t• 1/4' imY. GYP' T/4' Max. MW - /4t' M_ CAP - 333333- 2 1.# E 24i 4"m -. aLMNY 3/32:. i' ACRES : SOME 3/32' . A' - (1). idEIS34(DN OF'eFINFe HOOD- E - 2 HANG : STORM PANE. SY$CEM £ONSISTTNO of PANEL: TRACKS P�ANEALAUTLS, MATE PLUS 41R 15' LONG (1}. OF Cff,FG 2fX1D: E - :Z RANG STORM PANEL SYSTEM CONSISTING OF PANEL.BOTTOM2 AT AT Cant TRACKS TOP AW BOTTOM.- (2). END PANES SHALL. ALWAYS BE CONNEC,V TO SILL WALL. BY MEANS OF - i,ANELMATES (RR !F USES% Y W 15". LONG TRACK AT BOTTOM s / ,END PANEL (2). PANELS SHALL ALWAYS BE CONNNECTED 7O BOTTOM TRACK, OTHERWISE A STOP BAR SHALL BE CCRNEC7ED TO t/4"V-2Dr3/4�.�5 Wl' 7 - _ S€{MLL BE PROVIDED AT TOP OF U PANELS. - WING NUT OR i/4"►-3OrLT/W' ft. THUk%B O-/ 1NTG TAPPED/ (.&' p5 - (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CCINNECTlDN SHVM. CONSIST GF DESCRIBED ON NOTE (3) INFLOW). '#DM3/4` ►tg W/ 7/$'prc3/S2* W1NEJ HWT OR tP4`>NN3jd` MIn. TNllMB9CREW - (a), FOR CASE'S WHEN END PANELS ARE US£ JOINTLY W/ 15' LONG C2"1 AT . TAPPED BOT'NM TRACE..00ATKJN OF FASTENERS MAY 9 AT EITHER OF TWO BUT EWS PANELS ARE NOT CONNECTED TO �TTOM TRACK 2 - - VAR)X S7 BAR RE EXTERIOR FUN" FLAN= OF END PANEL. , B SHALL 1TE AT OF SUCH PANELS. � (#), IN CASE THAT END PANELS ARE NOT CONNECTED TOBOTTOM 7RALIt Q,a. A STOP EAR (4): M IE�TAL.LAIKINS WHENN ENO PANELS AND SOME INTERIOR PANE1,.a. ;ARE [RRECTLY IS ONLY USED AT 7 AT LEAST TWO PANELS SHALL BE CONNECTED TO SOTTOM TRACK.- - MOUNTER LI EOSRNG SILL WALL MEANS OF SOMEIOR P ONE INTERIOR PANEL iN:dNG $PET$ INDIGO - iDtN NOTE -{3} ABOVE. IN SUCH CASE, CONNECTION OF PANELS MAY BE USED MLINR.Y W,/ TRAClK AT.BOCTDM ATTACHWK# BOTTOM K TO WALL - TO BOTTOM TRACX MAY OCCUR AT ANY PANEL U00,110 N. - W,( 1WR PANEUMTES F L %N4 S� 5HgWN ON ELEYATiO4 ANT% WTR[AC 3 L 2' (5), SEE SECITCN V. 3' # e ON SHEET Z4. SEE ANCHOR SCHEDULE ON SHEET 25, MNi. EDGE DISTANCE. FOR TNT CAS tNi€PoQR P1JNL. USED MO h�Y W/ E$ O'g.itM 4 ,`NAA,AAAN N 4 TO £MC9NI%PMNELS T8 .2E i}iT dr ka?NVT.SipE t 2 St# L Yt)RSTA O �+wAa'i'(+�,....,.�C/,�,'/�`, THEIR OVERLAPS RETORTED BY 2 ' - ` ?yak y�GENb' ` .T FLORIDA BUILDING CODE HI h V.L,2M Hurric Atcs Zan ' s aamo tA3aw, INC. _ 2D: GAGE GALVANIZED STEEL STORM PANEL aA a IJD. 4 36T - __ 9wMRN pY z STA tiF"G / GLOBAL PROTECTION PRODUCTS, TLC, mr�/mEa "Z / [% P 4a9 af. 41 34NO:E1 f,. aN. aK,sRs wew au awft 20-t76 E10 +amM, (ea X-Issas. rA+k CP6+MeF-e1ti7 ., 1] tl w.: noRtia -<sM . N x 0-0 m-m r '+e "LION k pn - cRAtP 4 Ra w. au Ewe n. rw, vAM,ytNtN AAl #`-94a47t,¢pANOT : 23 9F to F INIQ I 4, 4 TAPCON ANCHORS i' TAPCON ANCHORS i,_ s ac. I, s' O.G. POURED ompot REQUIRED 4 x e +11 e 5 7{ i f.T„ fOMAni#Nx 1a ! ? I # .R ,drnMapii Ta i i 'f%� ,�! '� { i a - ./ate:. r".r',"✓"s � I 5" i t14-1OIt /PARELMATYAMT£ PLUS W/ ,y!kS32' WIND w/ Rx 3/3WNUT WASHER aYIleOO C. (BONG)i CONEETE 04 CDi TE BOOK tl'-SurREQUIRECOONCRE#E 9tDON WALL YQu�,�ALIAIiM WALL. MQill{[INC INSTA %+ICON �ECITON SB O REGE LAIt RAN -0 UEE SAFETY _ PANEL SCALE Z/r.l° r .�"+Gti • I j,(,' SCAt£: W.I. put fi}GEMSF'' _s No, 44167 F't ? FLORIDA BUILDING CODE Nth Vet�Ts.... Hu no Zono)l s ATE o�m. L 4 NO.. 20 GAGE GALVANIZER STEEL STORM PANEL 90., /�"�' fGROW W. rt^ tORI. +�w w/SVIa3? ::...>,J �� 11. b' j wfjjffw� �k GLOBAL PROTECTION PRO LLC.- hh t - 9' IL L�� •. I�r G1D A. 4lDO.S.K .: / of 5InEEf () / NAL h 49`T''CiG-! �CXfT M�RY a`AF, iL 75354 NeMNM AW AAa ■.. t Oak wrax 4AoAeA, A 4f4J taiaN4,. {e9+Na-fa+a, fAru (964)Er cT 20-178 m.,Ma _ w z MEW An-sJP 1n a,:. Yiw 4 i ' aw.e� LYf■'AN6.liz ' . P.B. WALTER� �1JLr f•,i~ r : su J _ t/4's 174"■ t,`E£ 5NEE;F t9 t 2a FOR A,iCNCRs TOE 4i AIIaIOIt M6 : yp yAtm" SPACING MR a15TAWlMNS 7N10.IAWb MaMMUM t■n ANRIUA aNCAt0. {W3 3 3 eMm,UM,NxN3R SPai0iNG6 AIRY 466E 1NSTANG4 ARE INONG4TE0 CN TItVS •Mwuww■E 3 3 spE11ULE FOR CO, LSAS 1NNR RNAXA1Ea CN KlxNbl 4ewYr aaW, OC3 a $CHRaULE R4XXNCE ANCHOR SPIi'Iila RY MU1twLrpO 5AACNa SNKAMH ON sCMdOtAR. ilWMt6 FA (� •1010ti' Nw THE fDLLa■tiX FA01aWs. 4YRl TNS OWiP14TIOFi 7D BE IEOUCEp sawYiG XxnA1xE9 u9RraFJCTOR sHAu NOT 9E L,6's 4kNN MWaIMiAN 5PArNNC MMCAtEO Owe FAAN AM(CNOR 1YPF i1N YN� 9CNEAUL4 `W .„__ 31 ar N(1siSrYAM m £- PAM �TrwAu PAN MMM 1. E-2 HAND STORM PANEL SHOWN: ON THIS PRODUCT EVALUATION DOCUMENT (P.E,D) HAS BEEN .VERIFIED FOR COMPLANCE IN B.i) MINIMUM EMOMMENT OF TAPCON ANCNORS AND PANELMATE FEMALE a 3 PANEE.NATE PLUS INTO CONCRETE ACGORCA14CE WITH THE 202D (TER EDITION) OF THE FLORIDA BUILDING CODE. BUICCK SHALL, BE 1 1/4". DESIGN 1AAeRi L.DADS StMl1 BE DESERA9NED ASPER SECT1gN 1B2D OF THE, HE AIBOVE MENTIONED CODE. B,2) AIR981A1 EMBEDMENT OF 1/4.0 X 7/B' CALK-01 ANCHORS SHALL BE IS 7/9" INTO CONCRETE.. FOR A WIND SPED AS R£W}IR£3N BY THE ULatSrNC1'IDi7 WHERE THESE SHUF7£RS WILL EE #NSTALL.F.'D AND NO EMBEDMENT' RICO ANY FINISH MATERIAL SHALL 8E PERMDTED. FOR A DIRECTNINAUTY FACTOR Ka.O.85. USING ASGE 7-16 AND SHALL NOT EXCEED THE FWIUMUM (A,".). 1/4' 0-20 SS SIDEWALK COLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FISH MATERIAL EXISTI TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 AG 26, EMGA4 31e INTO MCHORS. IN ORDER TO VERITY THE ABOVE CONDITION, ULTBWTE DESIGN WIND LOADS .DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.S.D:. D£SKBv wIND LOAM BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE LIMING WALL, - TO COMPARE THESE: W/ MAX. (A5.0) DESK;4 PRESSURE RATINGS INDICATED :ON $HEM 25 aN 26. ANCHORS SHALL BE LONG ENOUGH TO MACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL ES AS UENRONED IN 8,1) AND IN B.2),. - IN TO VERIFY TESTED WERE NOT OVER STRESSED, A INCREASE THAT COMPONENTS AND ANCHORS ON THE PANA AORDERLLOW TRES ANALYSIS, R3 ALLOWABLE STRESS FOR WIND 10A05 WAS-Na USED Ri THEIR ANAL.tS%S. FASTENERS SPACING T4 WOOD €LDS HEEN BEEN DETERMINED IN ACCORDANCE'. WTD1 N.D.S. 2015. - (C) AINCHORSS SHALL BE INT ALU D FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS STORM PANELS FOR ICU+ D F.. IN - - Ei ADEQUACY CO ACT AN Ai'ION RESISTANCE HAS BEEN VERIFIED WATT# SECTION 1201 �- THE ABOVE CODE AS PER FENESTRATION TESTpNG LABORATORY, INC. REPORT 2032. AS PROTOCOLS TAS-$Dl, Ti:. O SHALL BE THE RESPONSIBILITY OF, THE CONTRACTOR TO VERIFY. THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER t 2032, AS D TAS-£0 AND TAS'-203, S TO BE ATTACHED TO INSURE PROPER. ANCHORAGE. THIS SHUTTER. SHALL ONLY BE ATTACHED TO COMSYtm BLOCK THIS OR WOOD FRAME BUIDiNGS. SYSTEM 2, THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON T7RE. OUTSIDE OF THE OPETBPiO ACCESSING THE OPENING FROM, THE INSIDE -W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE OWALLAKIN CONTRACTOR IS 10 SFAi./CAULC M3.: SHUTTER COMPONENT LOCOS wHzH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE.- CONTACT WON INC BUX,DM TO PREVENT VAND%RALN MNTRUSX,9N. CAULK AND SEAL SMATTER TRACKS ALL AROUND FULL irmm. - 3< SERIES 1000 I4S'TALfATKDN S APPLOABLE 7O SINGLE AND RX:U9LF. HUNG STYLE WINDOWS. WHEN iN57'A(J ATKpt IS REQUIRED TO BE. . PERFORMED FROM THE MOE OF STRUCTURL la, :STORM PANET: IiSTALLARON SHALT. COMPLY RAIN $PEGS NNORCAT IN TTOS DRAWWC PL13S At4Y--T3ttlLDING AND ZONING REGUUTIWNS PRONDCD BY THE JURW=ON WHERE PERMIT MS APPtEO TO, i. SERIES 2000 INSTALLATION 9S APPLICABLE TO SINGLE AND DOUBLE FILING ANO HOR12DNwRAL SLIDERS STYLE WINOOW.S WHI7N INSTALLATION S REQUIRED TO B£': PERFORMED FROM THE INSIDE OF 14, ATRIUM WINDOWS AND DOO125, INC. E - Z NMRG STORM PANEL SYSTEM'" IS PATENT PON M9. 5, ALL ALUMINUM EXTRUSIONS TO BE 8083-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (u) TH[s PRODUCT EVALUATTCIN DOCUMENT (P,E.O.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE TNFORAaLTKNA FOR A SITE SPECIFIC PRO=,. i,a WHERE THE SITE CONOMONS DEVIATE FROM INC PIZ 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Hi4 ALLOY. (d) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND RSTALLAXION INCLUDING LIFE SAFETY OF 7- ALL SIM. SHEET METAL PANEL SHALL HAVE STRUCTURAL QUALITY ASTM A-653- RAGE 'ORS P S OUAL7 STEEL, 0 5D MHn., GAL1lANFZED STEEL PRODUCT BASED O4 THIS .E,D, P7tOVNDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS DErAWED ON. DESIGNATION W/FY. 5B.5 i■I (AFTER ROIJXD),. - THIS DEMENT. CDNSTRUCDON SAFETY AT SITE M THE CONTRACTORS ... TY. D ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A15I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. SOO18 W/ 50 kSi YIELD STRENGTH AND 90 46i TENSILE STRENGTH h SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. SITE I P d SPECIFIC EOPS SHALL BE PREPARED AFL {) ROM BY CRJE REGISTERED ENGINEER ANSIBLE0t WINK 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL: OR AST 304 SERIES STMNLESS STEEL. WITH 36 k■I MINIAUlA YfEi1D STRENGTH. BECOME THE E3NGINET7E OF RECORD (EORV FOR THE AND WIND WILL ES RESPONSIBLE FOR THE PRO USE A DELEGATED THE P.E.O. TTERTHE OF RECORD. ACTING AG A DELEGATED EtNCWEER TO THE P.E.D. ENGINEER, SHALL O ALL 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: IT SUBMIT TO THIS LATTER THE SITE SPECIFIC DRRWlNGS FYI{ R£vR£w. (A) 20 EXIT: POURED C^•✓`�Ta° _ - (a) TOM PE.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSONAL S40IRM OF - 1/4"P TAPCON ANCHORS AS MANUFACTURED BY ITW. BUILDEX, INC. (MIN t`c.3192. p-e.t,) RECORD THAT PREPARED n'. _ j 4" ■ X 7 B` CALK -IN ANC AS MANUFACTURED : DEWALT ANC, Y a - (MIN. # BY E P'�L). t8, STORM PANEL MANUFACTUREfiR'S LABEL / / HORS, ACUS ANCHORS, LOCATED ON A READILY VISIBLES LOCATION AT STORM PANEL IN - Tti-iD PANE.MATE FEMALE ID & PANELMhTE PLUS ANCHORS, A5 MANUFACTURED BY ELCD CONST1NtCTWN PNDDtDATS. FL F ACCORDANCE WITH SECDON #709.9 3 OF FLORjDA BUILDING CDOE, ONE LABEL SHALL SC PLACED FOR EVERY OPENING, (rc•3350 R FOR P.x:I) LABELING TO COMPLY WRH SECTION 1709.94 OF THE FLORIDA SCOURING CODE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHILL BE 1 3/4' AND 2• FOR PANELLIATE - FEN" 10 & PANFLIATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4'6 X 1/8' CALX-IM ANCHORS SHALL, BE IS 7/fr INTO CONCRETE. NO EMBEDMENT INTO. ANY FINISH MATERIAL SHALL BE PERUMEE 1//4 SIDEWALK SOLIS USED SEAL. BE WHO ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'.. NNNi - ANCHORS. j A�/T ..A3) IN CASE THAT PRECAST :STONE, MOW CONCRETE PANELS, OR PAVERS BE FOINND ON TPIE LIMING WALL OR ' FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE: BEHwD SUCH PANELS. ANCHORAGE SHALL �• �#+GEIY4S�K• BE AS MENT9ED IN At) AND IN A2). No. 44167 (0) Tn £aKIS"IINNC CrTNCRFTF tK lY•R veal i - - s 7(l' :y : AI r' - 1/4' a TAPCONyANCHORS AS MANUFACTURED BY I,T,W, NEALIX, MK.`,- FLORIDA BUILDING CODE H(h Yet HOrTT4arm tons - 1/4` 9 X 7/0 CALF -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (T`m-ISOG p.f,i:) .: '•, F '' 4i020:41n a. Ma. - jt4-10 PMN"MAIE FERWX iD AND PANELMtt PLUS .ANCHORS. AS MANUFACTURED I3Y £LCO CONSTRUCTION � �+K�.at ._" 20 44E GALVANIZER SMU STORN.PAWL PRODUCTS (Ym 2071 p.a,1.) a "N rNAL AL PROTECTION PRODUCTS. UC, a elllL ECOEaaa. N' '+,f..ae,. f. si aw wa,r mMptE n anw PpaNE, 1s6iRlas-T5N8, FAK {4a+}6�-67Rt 20T.76 : JUJ+x r PIN xA�YEtC . ra : Cmt 411�tAf ,� aAMnYC NIX Y. M wxr wrt� PE ,i T MF/ A1[ rPki$k A, W9■71441 PE 4t 14N41 J r SONY 21 N M ' _CJaJMWnt �. '°4 - AAirAR4, x 4 aw4 Od Oc w UN ifiii i iA o4 a 8i at axan 4fY no"' "� a 4'A--PIN,3f4' J1�WW'� tl^ iLPs7crwwus i MA, fi giar 0) 2 � �' rr�'I �i� G [MST- 4 � q a vWAL. q OF (9lam taaoa � q, NSTAttXYAN TON OR arNtT 26 ' 27gjtigj 97CS..0 :!i(nt.E1i6 f'dB 0 !: M 4r%rrN 1 NSA' ". MAIL 1 ctY... D SCAt,4: 2/2' . #' YIIFJ�bE.X w, av1 � 1y A4'.. yFlpi NLs: CD a"fa�4- SNAiW O.SI'i11P �. Cu 0 UL a� 2 N COD-0 C O Te O 4 V 0 Z w J W O U O U W Cl) W W = Q Z Z Q SHEET N0. SH 1.2 F ,.. FT 7 'I It I I I I I - - - --- - - I I -,I I' Im fI lI I cE ai,; :R A,,.i -I , a O ytiyt MAXIMUM AS 0. MotiEwS. P �TO 7 { +66.0. -733 70' OR LE55 2 9/16• BOLTED • 1',_ S, 3', illy, 2'W 3' 3'W +M% -75.3 70' OR LESS 2 7/6• SMIM • 4' k 4'W MF M@/FROM µBOTTOM OF PANEL a WIHGMn AT WERAP a AUX OF PANEL LENGTH i. 4; . 1 _ t;i .1 4i;a rI 1. : i i. 'ti: Ai[ h4• A L: . Ai..x ,a2 1. I,:, G.' .. of =� MAXIMUM MAXIMUM ANCHORS SPACING FOR € O. - 3 1/2' - APPUCAGUE TO ASD. DESGN PRESSURE TMCOMS CALM -IN ►1NE{YATE r'EVME P PANFIMAIE PLDa SECTIONS / k A/IOtYIUM PANELUrn CoipnwtwN t.FNGiH 'L' fx RATINGP-) TO CONCRETE BLOCK To CONCRETE 'TO CQINCAEIE TOTO CONCRETE MMCREfE. To CONCAE,E OF THEM ( ) PLO,BLOCK BDgL 12• N/A 12' N/A 12' - N/A 12' f N/A V A. 2' 00P) 11" 3' R` 14" 3" 5' IV 5' _. 4• 1' (BOTTOM)+ 12" 3" 12* S" B' 6" r v S 1 (BQ )++ NA i 1.2' A MIA N A NA N A 2 2' / / 1" tiaTT B6.0, -73.3 70' OR LESS T MIA 6 1/2' N/A 4 1/2` N/A 4 1/2- N/A 3' (TOP) N A 2" N A 8 1 ` / i2` / ,/2' N/A 9 f2 N/A 3' (BOTTOM) tY NIA 12' N/A T2' N/A 12" N/A 4' (TOP) 2' 6' 1 ' 12' 9 2 11• 1 *U1ED TO 6&O PAS. ALSO. DEMON PRESSURE MTRNG, A SEE SHEET 25 FOR ANCHORS TYPE k SPACING FOR INSTILLATIONS INIC WOW FRWE OLO.DWR 14MIAN ANCHOR SPACINGS AND 1WaMLN EDGE OWANCE ARE INDICATED ON THE SCNEDOUL FOR E.O. LESS .THAN !INDICATED ON SCHEDULE REDUCE ANCHOR FOR THIS Wt11R0100 TOOLING SHOWN ON REDUCED BY GC FOLLOWING USING FACTORS. FOR TN64 OPERUION TO BE POSSiME. REDVCEO SPACING CBIANED USING FI4T0R SKAU =BE LE$5 THW MNUAUM SPACING INOKATEO FOR EACH ANCHOR TYPE AT ANCHORS LEGiND, ANDI M 7YTE 1/41F t/4•A. 111ro 1/41. TA)LGN lwMt-N Ik,. ANCHOR WAGON (b) 3 3 3 2 ,/2 rowm4tAA01 hnMNM 3 3 - 3 ! Uni ( A+.1 aw..N,-1 6n.) 3 31/2 314 AORIE. CIl WK I#DFOR I ve •=1 - - 2 "Y - 3 - Im I - I im 1 .63 91-alREOLMRES MOO, DISTANCE Bt1YlEEN BOTTOM OF PANELAND ® TO BE 1/2' . I 1 REQUIRES MnK ONCE P I } REO tX4T BEi,WFEN BOTTOM tN' PANEL AND Q To BC 3/16* I 3/16' Mox. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-T'7 15.125' (TOTAL WDTH)- ----- -T2Q7-' } 4 I 12.500' (I' CTNE WIDTl1 ---6 t/4' (/YP.) i "k i •I I •374�3-^, .125". 3,7'A*jT "a ANGLE 1 3.%+" 4 tM . /2 , 2. O.C: I oo• aB i 4.750 \ , IT-' , .3 Y lE RE\cRSED 1.350'-•� I Io' Bob' 1.SOb' I � I s _ i i `_ 1 :64D` . .Dee' i 868 .250 / I I e 3.375 7 �..NEGM® OAL,4 WXZED sz 6 '� 1.984' 1.671. "\P I. . '.. Sir I EDGE ASTM A653 TOP. (� r me 'It, CATS" 1 I RACEw LY M €KbC,EM@-: � 2.tI I L - i 1.500' i .094" -DE711LL A 48' -.- {TOP.) i Qi STORN PANEL a7s 'iTMP) i E --1 J50'-�' OETAX-A L `,-_-2.00G'---: , PANELS SHALL BE INSTALLED ALWAYS .2.387'- - 10 LIGHT W t Y LEG FROM LEFT a1,+.{ � 1y TH STUD -AT iN0 AT LEFT SIDE OF PANEL O wH HEADER O € [RAteIi �' AI'ISrltE_�tI L . T7P- TOP LOGE 0,024*..(A6n.j... PAWaS END LP `�". L- vANEt GALVAI;ZED SPELT.. .375 .... rrENwm taGE. W/ ANEL t0.05' r P._ ��-1• T I1At -T� 7• S .133• !.2 b /+ r ! i r I I N 10.625 o.375• 0.250'! r----2.591" i yr WIA�.' p r -`U--M8700' R .----2.250- I T L i l;270"'�^ PAEL 1 ISOMETRIC VIEW DETAIL A r 95 ttF ANEL 'S �. 1 ROUN4ED CORNER H END S P r _ Mo. ,Dar• I ( , EDGE. -I25` P W E rip.625Ji'. END U HEMMED L__�___ I �-2.378' I ( T.S). .375' I .acB�PM E T tI 26V � 1 '091, 1 057• (:) KEY HOLE WASHER 3.7s0• A72. (TYP.)' 3105-Hi54 AWN. ALLOY © KEY HOLE. AT PANEL -`;•T4"I-- I- I ; -' #SEE SHEET 6 F'OR ADDITIONAL 2.Ii4' 1.7.w, .813' i LIMOAmm IF 6t 6I•€ LENGTH i5 i F. .091' .-- 125' ONLY VALID FOR INSTAL ADONS INTO i 1 O SLEEVE 2 1 /B� (TOP.) I WOOD STRUCTURES i25O` i .375" I K .1�•`' I MAX, LENGTH 1 a.oDo'.­ 24 w 1. 17p(' --I �143• j '---1 12a' 2.0b0' R 6AOIT 2.54r-= t-.118' iA5,0Y (TYP.)i (7 REV. -He HEADER ® 'Uw HEADER 'U- - - tom) i 1' MIN. TO 5' VON. I 9O SUM 1' MAX, 10 ANGLE 1-_2.000'- 3.0D0•: LENGTH Ar2.DI' "„"41fluma . 11. "J' TRACK @ EME HANGER .374` ,a+" E1 A, t1(1'�/� (1 1 /4' VOIDER 1„w,-�I. 5G" {."' ,OB2' r.�„�� J1'iE(Il,j' ✓,p (DES S7EMj6067OR ZT6AikJ HANG STORM PANEL i .311- .656• q i ,470` 275 MiN'j _;" fit' ••'i 'Fs T L671• + 2 ? 1 ,u�.66D• �yb ND. 44167 £ FLORIDA BUILDING CODE Non HI h Veiac-NMrrtcane tons 4 t: 1zi* �, 17 N. O Mtn. 0 - Ittmo TaTB0. INa 4 GALVANIZED STORM PANEL F.P. .Dw i _; 2 GAGE GAL IZED STEEL OVAN. W. 20E G5o• a a'•, STATE OF 2.000.--� - SEE sECT1oAE- _, .-�' 's,�0 •• F a?M/m]! L .. WNI-.­'�` � I L E C O! M c. GLOBAL PROTECTION PRODUCTS. LLC. IMIC -,404. . TIWf 1ES,a a EN01 460E SW. $1 STREET R 33iI4 M1C m a,W.a s... -i 5Wyw/, I+�, Pia�-#e> m-.ul RcxG (a64)60!•-76/6, FAx: 064k69-1017 220-175 ©i BUILD -OUT F- 44 BUILD -OUT P TRACK 1 8 5 WASNERED WINGNUT - .,,, �r : „n1 , ,a, TRACK ANGLE �I ® (ZAMAO 3 ALLOY) P1 11 �I'a ALN 1a- PIE. aA, , a aT i ::J. Ile. M167 . INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE St:tEOULE ON EXISTING iNX1RE0 CaNC ! SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SMEEIS 9 THROUGH tD : OR CONCRETE BLOCK REQUIRED. /// REtOU1 ED• IERNAIE LEG I �••-^--€D. LOGATON COMOREi ANCHORS IXTSnNO POUPED t 1. SEE SCHEDULE ON RE CONCRETE �WiRE3-' { {� )• q � r'"I' M""'i i 45r}• KEX WAs,iat KW SHEETS 9 THROUGH 1 � i I'-'� i J 1/4* 1 `l.:f ? a-�- - MaDu me SCREW CI 1/2• Ii% ' FF p [ 1 ,/4"_ao.r si Ms w/ wo I MAX. I MAX . --I CONCRETE ANCHORS 3.-.- -,y • ,2 1/Y 0.0 (SEE SCHEDULE ON , i/2• I - 1 I I SHEETS 9 THROUGH 10) I F ; }s/s/M-]oA � EI I .'_�1III 1 L/ i �• I Lr'� wR9 W a }/4• oa I %�/�� I -L" Mox, 1 1 I I ,•'L i i// f PANEL LENCM AM 1 T V4'F-20.r I �--' 1:. I 1 SEPARATION ; _„ ED& SCCHHEbL m I I I 7O CLASS, ON SHEETS I---- Z4 rGR Mal. i n. TO' GIA55. i Il4Y-fir I -I {SEE SCHEDULE .. I/4Y-�aR• 9 k 10 1 ...T team %. ,'-, Y" Max. - (SEE SCHEDULE ON - t _ - 1a wl�t 1 ON SHEET 3) I q . w. SPACER Ii .._. PAN0. LENGTH L- SHEET 3) i, (4ag w,rRwrL 1" Max. L._.....-. - -'-= Oa.E RIM rNIT. I----- -- �!- (E I�-- -- Ix- urrmr ael X-a7 PANEL LENGTH i -��� � am F^r) I -wu - (SEE SCHEDULE I I 11SEPARATION F i `i ON SHEET 3) GIXIA�Ss1`"11 I 1, i (SEE SC ED-- N 1 I i�' -� ----I I � { 1 ON SHEET 3) 1. Op IV / i �. O i i ; ,+'iy. I 1IJ MA I i 1 i 1 �, �r 1.. €y- I ._,._-...._._. L- ED. LENGTH_ I 1 1 0 12 1/2" O.C... 1n, I I f LENGTH ; , 11 1 1. l ^t 1 , s•I-2mll0 ltGET< i - - - t i ' 1 I 1 I w •• 4 ,/s, oc - - i CONCRETE ANCHORS i OONIXNETE ANCHORL - i R��_ .^I O05f1NN:. POUTED \ (SEE SCHEDULE ON (SEE SCHEDULE ON ' >�\ OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) f ,- N } 2 1/B• LONG MAX, ALUMINUM 'a f REQUIRED C. \ • \ \ >: T. CONDti10l0 I SPACERS 0 6 t/1" G.C. VALID FOR je EXISTING isOUA£0 CONCRETE i I ALL DESIGN LOVWTS AND PANEL CONCRETE AtNCF101N5 ? ! CONCRETE BLACK E3tiSRNG POURED CONCRE,Ej i LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK ' 1" MAX. LONG ALUMINUM SPACERS 0 (LEE SCHEDULE ON ,€D. UEQUIR@. 12 1f2' O.C. (SEE TATTLE 11 ON SHEETS 9 THROUGH 10) ,4 SHEETS 9 k IQ) CEILING AND FLOOR MOUNTING I BUILD- WALL MOUNTING /DIRECT MOUNT 1PIfSPAC OR SECTION 3� 14 SCALE 3/8-1• � ON 1B ,"101NIFNARI, - JK.-,\' 1-1NSF'�' FLORIDA BUILDING CODE Han High Y•i17aN. HutHcane Ions ' Fl: - D. 44167 - slam TE.TEm. AI4. 1 GAGE VOIDED STEEL STORM PANEL 2 GAL - - avwN eW NOTE FOR COMBINATION OF SF,�j)L1NS: S E.D. - EDGE DISTANCE :'a-. STATED I�COIMc. GLOBAL PROTECTION PRODUCTS, LLC. AWE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE $�O'• N`I iDP' :1UT TESTING k ENOIEOWNo L.,- r MKID S.w. at STREET SHEENS 9 k TQ COMBINED IN ANY WAY TO SUIT ANY ''r 'IQ '• OR W�- �+�-T„'Wr,"•n�� Dials' FL' 3s314 20-175 } INSTALLATION. 4 �•• •••E�(Dtaw,ArL m-ta,A qT-,Ni Prxrc 0E1)aaa-26A6, FAN: (454M..... % llh0 CA-tXX1aT}9 ler. a... MW OWAM N. IIIIROA SIa41lUME/OA,E ,PLTTA A TA1,t " 411 P.E4. a11Rii a. or to INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I MF M@/FROM µBOTTOM OF PANEL a WIHGMn AT WERAP a AUX OF PANEL LENGTH i. 4; . 1 _ t;i .1 4i;a rI 1. : i i. 'ti: Ai[ h4• A L: . Ai..x ,a2 1. I,:, G.' .. of =� MAXIMUM MAXIMUM ANCHORS SPACING FOR € O. - 3 1/2' - APPUCAGUE TO ASD. DESGN PRESSURE TMCOMS CALM -IN ►1NE{YATE r'EVME P PANFIMAIE PLDa SECTIONS / k A/IOtYIUM PANELUrn CoipnwtwN t.FNGiH 'L' fx RATINGP-) TO CONCRETE BLOCK To CONCRETE 'TO CQINCAEIE TOTO CONCRETE MMCREfE. To CONCAE,E OF THEM ( ) PLO,BLOCK BDgL 12• N/A 12' N/A 12' - N/A 12' f N/A V A. 2' 00P) 11" 3' R` 14" 3" 5' IV 5' _. 4• 1' (BOTTOM)+ 12" 3" 12* S" B' 6" r v S 1 (BQ )++ NA i 1.2' A MIA N A NA N A 2 2' / / 1" tiaTT B6.0, -73.3 70' OR LESS T MIA 6 1/2' N/A 4 1/2` N/A 4 1/2- N/A 3' (TOP) N A 2" N A 8 1 ` / i2` / ,/2' N/A 9 f2 N/A 3' (BOTTOM) tY NIA 12' N/A T2' N/A 12" N/A 4' (TOP) 2' 6' 1 ' 12' 9 2 11• 1 *U1ED TO 6&O PAS. ALSO. DEMON PRESSURE MTRNG, A SEE SHEET 25 FOR ANCHORS TYPE k SPACING FOR INSTILLATIONS INIC WOW FRWE OLO.DWR 14MIAN ANCHOR SPACINGS AND 1WaMLN EDGE OWANCE ARE INDICATED ON THE SCNEDOUL FOR E.O. LESS .THAN !INDICATED ON SCHEDULE REDUCE ANCHOR FOR THIS Wt11R0100 TOOLING SHOWN ON REDUCED BY GC FOLLOWING USING FACTORS. FOR TN64 OPERUION TO BE POSSiME. REDVCEO SPACING CBIANED USING FI4T0R SKAU =BE LE$5 THW MNUAUM SPACING INOKATEO FOR EACH ANCHOR TYPE AT ANCHORS LEGiND, ANDI M 7YTE 1/41F t/4•A. 111ro 1/41. TA)LGN lwMt-N Ik,. ANCHOR WAGON (b) 3 3 3 2 ,/2 rowm4tAA01 hnMNM 3 3 - 3 ! Uni ( A+.1 aw..N,-1 6n.) 3 31/2 314 AORIE. CIl WK I#DFOR I ve •=1 - - 2 "Y - 3 - Im I - I im 1 .63 91-alREOLMRES MOO, DISTANCE Bt1YlEEN BOTTOM OF PANELAND ® TO BE 1/2' . I 1 REQUIRES MnK ONCE P I } REO tX4T BEi,WFEN BOTTOM tN' PANEL AND Q To BC 3/16* I 3/16' Mox. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-T'7 15.125' (TOTAL WDTH)- ----- -T2Q7-' } 4 I 12.500' (I' CTNE WIDTl1 ---6 t/4' (/YP.) i "k i •I I •374�3-^, .125". 3,7'A*jT "a ANGLE 1 3.%+" 4 tM . /2 , 2. O.C: I oo• aB i 4.750 \ , IT-' , .3 Y lE RE\cRSED 1.350'-•� I Io' Bob' 1.SOb' I � I s _ i i `_ 1 :64D` . .Dee' i 868 .250 / I I e 3.375 7 �..NEGM® OAL,4 WXZED sz 6 '� 1.984' 1.671. "\P I. . '.. Sir I EDGE ASTM A653 TOP. (� r me 'It, CATS" 1 I RACEw LY M €KbC,EM@-: � 2.tI I L - i 1.500' i .094" -DE711LL A 48' -.- {TOP.) i Qi STORN PANEL a7s 'iTMP) i E --1 J50'-�' OETAX-A L `,-_-2.00G'---: , PANELS SHALL BE INSTALLED ALWAYS .2.387'- - 10 LIGHT W t Y LEG FROM LEFT a1,+.{ � 1y TH STUD -AT iN0 AT LEFT SIDE OF PANEL O wH HEADER O € [RAteIi �' AI'ISrltE_�tI L . T7P- TOP LOGE 0,024*..(A6n.j... PAWaS END LP `�". L- vANEt GALVAI;ZED SPELT.. .375 .... rrENwm taGE. W/ ANEL t0.05' r P._ ��-1• T I1At -T� 7• S .133• !.2 b /+ r ! i r I I N 10.625 o.375• 0.250'! r----2.591" i yr WIA�.' p r -`U--M8700' R .----2.250- I T L i l;270"'�^ PAEL 1 ISOMETRIC VIEW DETAIL A r 95 ttF ANEL 'S �. 1 ROUN4ED CORNER H END S P r _ Mo. ,Dar• I ( , EDGE. -I25` P W E rip.625Ji'. END U HEMMED L__�___ I �-2.378' I ( T.S). .375' I .acB�PM E T tI 26V � 1 '091, 1 057• (:) KEY HOLE WASHER 3.7s0• A72. (TYP.)' 3105-Hi54 AWN. ALLOY © KEY HOLE. AT PANEL -`;•T4"I-- I- I ; -' #SEE SHEET 6 F'OR ADDITIONAL 2.Ii4' 1.7.w, .813' i LIMOAmm IF 6t 6I•€ LENGTH i5 i F. .091' .-- 125' ONLY VALID FOR INSTAL ADONS INTO i 1 O SLEEVE 2 1 /B� (TOP.) I WOOD STRUCTURES i25O` i .375" I K .1�•`' I MAX, LENGTH 1 a.oDo'.­ 24 w 1. 17p(' --I �143• j '---1 12a' 2.0b0' R 6AOIT 2.54r-= t-.118' iA5,0Y (TYP.)i (7 REV. -He HEADER ® 'Uw HEADER 'U- - - tom) i 1' MIN. TO 5' VON. I 9O SUM 1' MAX, 10 ANGLE 1-_2.000'- 3.0D0•: LENGTH Ar2.DI' "„"41fluma . 11. "J' TRACK @ EME HANGER .374` ,a+" E1 A, t1(1'�/� (1 1 /4' VOIDER 1„w,-�I. 5G" {."' ,OB2' r.�„�� J1'iE(Il,j' ✓,p (DES S7EMj6067OR ZT6AikJ HANG STORM PANEL i .311- .656• q i ,470` 275 MiN'j _;" fit' ••'i 'Fs T L671• + 2 ? 1 ,u�.66D• �yb ND. 44167 £ FLORIDA BUILDING CODE Non HI h Veiac-NMrrtcane tons 4 t: 1zi* �, 17 N. O Mtn. 0 - Ittmo TaTB0. INa 4 GALVANIZED STORM PANEL F.P. .Dw i _; 2 GAGE GAL IZED STEEL OVAN. W. 20E G5o• a a'•, STATE OF 2.000.--� - SEE sECT1oAE- _, .-�' 's,�0 •• F a?M/m]! L .. WNI-.­'�` � I L E C O! M c. GLOBAL PROTECTION PRODUCTS. LLC. IMIC -,404. . TIWf 1ES,a a EN01 460E SW. $1 STREET R 33iI4 M1C m a,W.a s... -i 5Wyw/, I+�, Pia�-#e> m-.ul RcxG (a64)60!•-76/6, FAx: 064k69-1017 220-175 ©i BUILD -OUT F- 44 BUILD -OUT P TRACK 1 8 5 WASNERED WINGNUT - .,,, �r : „n1 , ,a, TRACK ANGLE �I ® (ZAMAO 3 ALLOY) P1 11 �I'a ALN 1a- PIE. aA, , a aT i ::J. Ile. M167 . INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE St:tEOULE ON EXISTING iNX1RE0 CaNC ! SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SMEEIS 9 THROUGH tD : OR CONCRETE BLOCK REQUIRED. /// REtOU1 ED• IERNAIE LEG I �••-^--€D. LOGATON COMOREi ANCHORS IXTSnNO POUPED t 1. SEE SCHEDULE ON RE CONCRETE �WiRE3-' { {� )• q � r'"I' M""'i i 45r}• KEX WAs,iat KW SHEETS 9 THROUGH 1 � i I'-'� i J 1/4* 1 `l.:f ? a-�- - MaDu me SCREW CI 1/2• Ii% ' FF p [ 1 ,/4"_ao.r si Ms w/ wo I MAX. I MAX . --I CONCRETE ANCHORS 3.-.- -,y • ,2 1/Y 0.0 (SEE SCHEDULE ON , i/2• I - 1 I I SHEETS 9 THROUGH 10) I F ; }s/s/M-]oA � EI I .'_�1III 1 L/ i �• I Lr'� wR9 W a }/4• oa I %�/�� I -L" Mox, 1 1 I I ,•'L i i// f PANEL LENCM AM 1 T V4'F-20.r I �--' 1:. I 1 SEPARATION ; _„ ED& SCCHHEbL m I I I 7O CLASS, ON SHEETS I---- Z4 rGR Mal. i n. TO' GIA55. i Il4Y-fir I -I {SEE SCHEDULE .. I/4Y-�aR• 9 k 10 1 ...T team %. ,'-, Y" Max. - (SEE SCHEDULE ON - t _ - 1a wl�t 1 ON SHEET 3) I q . w. SPACER Ii .._. PAN0. LENGTH L- SHEET 3) i, (4ag w,rRwrL 1" Max. L._.....-. - -'-= Oa.E RIM rNIT. I----- -- �!- (E I�-- -- Ix- urrmr ael X-a7 PANEL LENGTH i -��� � am F^r) I -wu - (SEE SCHEDULE I I 11SEPARATION F i `i ON SHEET 3) GIXIA�Ss1`"11 I 1, i (SEE SC ED-- N 1 I i�' -� ----I I � { 1 ON SHEET 3) 1. Op IV / i �. O i i ; ,+'iy. I 1IJ MA I i 1 i 1 �, �r 1.. €y- I ._,._-...._._. L- ED. LENGTH_ I 1 1 0 12 1/2" O.C... 1n, I I f LENGTH ; , 11 1 1. l ^t 1 , s•I-2mll0 ltGET< i - - - t i ' 1 I 1 I w •• 4 ,/s, oc - - i CONCRETE ANCHORS i OONIXNETE ANCHORL - i R��_ .^I O05f1NN:. POUTED \ (SEE SCHEDULE ON (SEE SCHEDULE ON ' >�\ OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) f ,- N } 2 1/B• LONG MAX, ALUMINUM 'a f REQUIRED C. \ • \ \ >: T. CONDti10l0 I SPACERS 0 6 t/1" G.C. VALID FOR je EXISTING isOUA£0 CONCRETE i I ALL DESIGN LOVWTS AND PANEL CONCRETE AtNCF101N5 ? ! CONCRETE BLACK E3tiSRNG POURED CONCRE,Ej i LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK ' 1" MAX. LONG ALUMINUM SPACERS 0 (LEE SCHEDULE ON ,€D. UEQUIR@. 12 1f2' O.C. (SEE TATTLE 11 ON SHEETS 9 THROUGH 10) ,4 SHEETS 9 k IQ) CEILING AND FLOOR MOUNTING I BUILD- WALL MOUNTING /DIRECT MOUNT 1PIfSPAC OR SECTION 3� 14 SCALE 3/8-1• � ON 1B ,"101NIFNARI, - JK.-,\' 1-1NSF'�' FLORIDA BUILDING CODE Han High Y•i17aN. HutHcane Ions ' Fl: - D. 44167 - slam TE.TEm. AI4. 1 GAGE VOIDED STEEL STORM PANEL 2 GAL - - avwN eW NOTE FOR COMBINATION OF SF,�j)L1NS: S E.D. - EDGE DISTANCE :'a-. STATED I�COIMc. GLOBAL PROTECTION PRODUCTS, LLC. AWE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE $�O'• N`I iDP' :1UT TESTING k ENOIEOWNo L.,- r MKID S.w. at STREET SHEENS 9 k TQ COMBINED IN ANY WAY TO SUIT ANY ''r 'IQ '• OR W�- �+�-T„'Wr,"•n�� Dials' FL' 3s314 20-175 } INSTALLATION. 4 �•• •••E�(Dtaw,ArL m-ta,A qT-,Ni Prxrc 0E1)aaa-26A6, FAN: (454M..... % llh0 CA-tXX1aT}9 ler. a... MW OWAM N. IIIIROA SIa41lUME/OA,E ,PLTTA A TA1,t " 411 P.E4. a11Rii a. or to INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I *U1ED TO 6&O PAS. ALSO. DEMON PRESSURE MTRNG, A SEE SHEET 25 FOR ANCHORS TYPE k SPACING FOR INSTILLATIONS INIC WOW FRWE OLO.DWR 14MIAN ANCHOR SPACINGS AND 1WaMLN EDGE OWANCE ARE INDICATED ON THE SCNEDOUL FOR E.O. LESS .THAN !INDICATED ON SCHEDULE REDUCE ANCHOR FOR THIS Wt11R0100 TOOLING SHOWN ON REDUCED BY GC FOLLOWING USING FACTORS. FOR TN64 OPERUION TO BE POSSiME. REDVCEO SPACING CBIANED USING FI4T0R SKAU =BE LE$5 THW MNUAUM SPACING INOKATEO FOR EACH ANCHOR TYPE AT ANCHORS LEGiND, ANDI M 7YTE 1/41F t/4•A. 111ro 1/41. TA)LGN lwMt-N Ik,. ANCHOR WAGON (b) 3 3 3 2 ,/2 rowm4tAA01 hnMNM 3 3 - 3 ! Uni ( A+.1 aw..N,-1 6n.) 3 31/2 314 AORIE. CIl WK I#DFOR I ve •=1 - - 2 "Y - 3 - Im I - I im 1 .63 91-alREOLMRES MOO, DISTANCE Bt1YlEEN BOTTOM OF PANELAND ® TO BE 1/2' . I 1 REQUIRES MnK ONCE P I } REO tX4T BEi,WFEN BOTTOM tN' PANEL AND Q To BC 3/16* I 3/16' Mox. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-T'7 15.125' (TOTAL WDTH)- ----- -T2Q7-' } 4 I 12.500' (I' CTNE WIDTl1 ---6 t/4' (/YP.) i "k i •I I •374�3-^, .125". 3,7'A*jT "a ANGLE 1 3.%+" 4 tM . /2 , 2. O.C: I oo• aB i 4.750 \ , IT-' , .3 Y lE RE\cRSED 1.350'-•� I Io' Bob' 1.SOb' I � I s _ i i `_ 1 :64D` . .Dee' i 868 .250 / I I e 3.375 7 �..NEGM® OAL,4 WXZED sz 6 '� 1.984' 1.671. "\P I. . '.. Sir I EDGE ASTM A653 TOP. (� r me 'It, CATS" 1 I RACEw LY M €KbC,EM@-: � 2.tI I L - i 1.500' i .094" -DE711LL A 48' -.- {TOP.) i Qi STORN PANEL a7s 'iTMP) i E --1 J50'-�' OETAX-A L `,-_-2.00G'---: , PANELS SHALL BE INSTALLED ALWAYS .2.387'- - 10 LIGHT W t Y LEG FROM LEFT a1,+.{ � 1y TH STUD -AT iN0 AT LEFT SIDE OF PANEL O wH HEADER O € [RAteIi �' AI'ISrltE_�tI L . T7P- TOP LOGE 0,024*..(A6n.j... PAWaS END LP `�". L- vANEt GALVAI;ZED SPELT.. .375 .... rrENwm taGE. W/ ANEL t0.05' r P._ ��-1• T I1At -T� 7• S .133• !.2 b /+ r ! i r I I N 10.625 o.375• 0.250'! r----2.591" i yr WIA�.' p r -`U--M8700' R .----2.250- I T L i l;270"'�^ PAEL 1 ISOMETRIC VIEW DETAIL A r 95 ttF ANEL 'S �. 1 ROUN4ED CORNER H END S P r _ Mo. ,Dar• I ( , EDGE. -I25` P W E rip.625Ji'. END U HEMMED L__�___ I �-2.378' I ( T.S). .375' I .acB�PM E T tI 26V � 1 '091, 1 057• (:) KEY HOLE WASHER 3.7s0• A72. (TYP.)' 3105-Hi54 AWN. ALLOY © KEY HOLE. AT PANEL -`;•T4"I-- I- I ; -' #SEE SHEET 6 F'OR ADDITIONAL 2.Ii4' 1.7.w, .813' i LIMOAmm IF 6t 6I•€ LENGTH i5 i F. .091' .-- 125' ONLY VALID FOR INSTAL ADONS INTO i 1 O SLEEVE 2 1 /B� (TOP.) I WOOD STRUCTURES i25O` i .375" I K .1�•`' I MAX, LENGTH 1 a.oDo'.­ 24 w 1. 17p(' --I �143• j '---1 12a' 2.0b0' R 6AOIT 2.54r-= t-.118' iA5,0Y (TYP.)i (7 REV. -He HEADER ® 'Uw HEADER 'U- - - tom) i 1' MIN. TO 5' VON. I 9O SUM 1' MAX, 10 ANGLE 1-_2.000'- 3.0D0•: LENGTH Ar2.DI' "„"41fluma . 11. "J' TRACK @ EME HANGER .374` ,a+" E1 A, t1(1'�/� (1 1 /4' VOIDER 1„w,-�I. 5G" {."' ,OB2' r.�„�� J1'iE(Il,j' ✓,p (DES S7EMj6067OR ZT6AikJ HANG STORM PANEL i .311- .656• q i ,470` 275 MiN'j _;" fit' ••'i 'Fs T L671• + 2 ? 1 ,u�.66D• �yb ND. 44167 £ FLORIDA BUILDING CODE Non HI h Veiac-NMrrtcane tons 4 t: 1zi* �, 17 N. O Mtn. 0 - Ittmo TaTB0. INa 4 GALVANIZED STORM PANEL F.P. .Dw i _; 2 GAGE GAL IZED STEEL OVAN. W. 20E G5o• a a'•, STATE OF 2.000.--� - SEE sECT1oAE- _, .-�' 's,�0 •• F a?M/m]! L .. WNI-.­'�` � I L E C O! M c. GLOBAL PROTECTION PRODUCTS. LLC. IMIC -,404. . TIWf 1ES,a a EN01 460E SW. $1 STREET R 33iI4 M1C m a,W.a s... -i 5Wyw/, I+�, Pia�-#e> m-.ul RcxG (a64)60!•-76/6, FAx: 064k69-1017 220-175 ©i BUILD -OUT F- 44 BUILD -OUT P TRACK 1 8 5 WASNERED WINGNUT - .,,, �r : „n1 , ,a, TRACK ANGLE �I ® (ZAMAO 3 ALLOY) P1 11 �I'a ALN 1a- PIE. aA, , a aT i ::J. Ile. M167 . INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE St:tEOULE ON EXISTING iNX1RE0 CaNC ! SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SMEEIS 9 THROUGH tD : OR CONCRETE BLOCK REQUIRED. /// REtOU1 ED• IERNAIE LEG I �••-^--€D. LOGATON COMOREi ANCHORS IXTSnNO POUPED t 1. SEE SCHEDULE ON RE CONCRETE �WiRE3-' { {� )• q � r'"I' M""'i i 45r}• KEX WAs,iat KW SHEETS 9 THROUGH 1 � i I'-'� i J 1/4* 1 `l.:f ? a-�- - MaDu me SCREW CI 1/2• Ii% ' FF p [ 1 ,/4"_ao.r si Ms w/ wo I MAX. I MAX . --I CONCRETE ANCHORS 3.-.- -,y • ,2 1/Y 0.0 (SEE SCHEDULE ON , i/2• I - 1 I I SHEETS 9 THROUGH 10) I F ; }s/s/M-]oA � EI I .'_�1III 1 L/ i �• I Lr'� wR9 W a }/4• oa I %�/�� I -L" Mox, 1 1 I I ,•'L i i// f PANEL LENCM AM 1 T V4'F-20.r I �--' 1:. I 1 SEPARATION ; _„ ED& SCCHHEbL m I I I 7O CLASS, ON SHEETS I---- Z4 rGR Mal. i n. TO' GIA55. i Il4Y-fir I -I {SEE SCHEDULE .. I/4Y-�aR• 9 k 10 1 ...T team %. ,'-, Y" Max. - (SEE SCHEDULE ON - t _ - 1a wl�t 1 ON SHEET 3) I q . w. SPACER Ii .._. PAN0. LENGTH L- SHEET 3) i, (4ag w,rRwrL 1" Max. L._.....-. - -'-= Oa.E RIM rNIT. I----- -- �!- (E I�-- -- Ix- urrmr ael X-a7 PANEL LENGTH i -��� � am F^r) I -wu - (SEE SCHEDULE I I 11SEPARATION F i `i ON SHEET 3) GIXIA�Ss1`"11 I 1, i (SEE SC ED-- N 1 I i�' -� ----I I � { 1 ON SHEET 3) 1. Op IV / i �. O i i ; ,+'iy. I 1IJ MA I i 1 i 1 �, �r 1.. €y- I ._,._-...._._. L- ED. LENGTH_ I 1 1 0 12 1/2" O.C... 1n, I I f LENGTH ; , 11 1 1. l ^t 1 , s•I-2mll0 ltGET< i - - - t i ' 1 I 1 I w •• 4 ,/s, oc - - i CONCRETE ANCHORS i OONIXNETE ANCHORL - i R��_ .^I O05f1NN:. POUTED \ (SEE SCHEDULE ON (SEE SCHEDULE ON ' >�\ OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) f ,- N } 2 1/B• LONG MAX, ALUMINUM 'a f REQUIRED C. \ • \ \ >: T. CONDti10l0 I SPACERS 0 6 t/1" G.C. VALID FOR je EXISTING isOUA£0 CONCRETE i I ALL DESIGN LOVWTS AND PANEL CONCRETE AtNCF101N5 ? ! CONCRETE BLACK E3tiSRNG POURED CONCRE,Ej i LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK ' 1" MAX. LONG ALUMINUM SPACERS 0 (LEE SCHEDULE ON ,€D. UEQUIR@. 12 1f2' O.C. (SEE TATTLE 11 ON SHEETS 9 THROUGH 10) ,4 SHEETS 9 k IQ) CEILING AND FLOOR MOUNTING I BUILD- WALL MOUNTING /DIRECT MOUNT 1PIfSPAC OR SECTION 3� 14 SCALE 3/8-1• � ON 1B ,"101NIFNARI, - JK.-,\' 1-1NSF'�' FLORIDA BUILDING CODE Han High Y•i17aN. HutHcane Ions ' Fl: - D. 44167 - slam TE.TEm. AI4. 1 GAGE VOIDED STEEL STORM PANEL 2 GAL - - avwN eW NOTE FOR COMBINATION OF SF,�j)L1NS: S E.D. - EDGE DISTANCE :'a-. STATED I�COIMc. GLOBAL PROTECTION PRODUCTS, LLC. AWE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE $�O'• N`I iDP' :1UT TESTING k ENOIEOWNo L.,- r MKID S.w. at STREET SHEENS 9 k TQ COMBINED IN ANY WAY TO SUIT ANY ''r 'IQ '• OR W�- �+�-T„'Wr,"•n�� Dials' FL' 3s314 20-175 } INSTALLATION. 4 �•• •••E�(Dtaw,ArL m-ta,A qT-,Ni Prxrc 0E1)aaa-26A6, FAN: (454M..... % llh0 CA-tXX1aT}9 ler. a... MW OWAM N. IIIIROA SIa41lUME/OA,E ,PLTTA A TA1,t " 411 P.E4. a11Rii a. or to INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I 91-alREOLMRES MOO, DISTANCE Bt1YlEEN BOTTOM OF PANELAND ® TO BE 1/2' . I 1 REQUIRES MnK ONCE P I } REO tX4T BEi,WFEN BOTTOM tN' PANEL AND Q To BC 3/16* I 3/16' Mox. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-T'7 15.125' (TOTAL WDTH)- ----- -T2Q7-' } 4 I 12.500' (I' CTNE WIDTl1 ---6 t/4' (/YP.) i "k i •I I •374�3-^, .125". 3,7'A*jT "a ANGLE 1 3.%+" 4 tM . /2 , 2. O.C: I oo• aB i 4.750 \ , IT-' , .3 Y lE RE\cRSED 1.350'-•� I Io' Bob' 1.SOb' I � I s _ i i `_ 1 :64D` . .Dee' i 868 .250 / I I e 3.375 7 �..NEGM® OAL,4 WXZED sz 6 '� 1.984' 1.671. "\P I. . '.. Sir I EDGE ASTM A653 TOP. (� r me 'It, CATS" 1 I RACEw LY M €KbC,EM@-: � 2.tI I L - i 1.500' i .094" -DE711LL A 48' -.- {TOP.) i Qi STORN PANEL a7s 'iTMP) i E --1 J50'-�' OETAX-A L `,-_-2.00G'---: , PANELS SHALL BE INSTALLED ALWAYS .2.387'- - 10 LIGHT W t Y LEG FROM LEFT a1,+.{ � 1y TH STUD -AT iN0 AT LEFT SIDE OF PANEL O wH HEADER O € [RAteIi �' AI'ISrltE_�tI L . T7P- TOP LOGE 0,024*..(A6n.j... PAWaS END LP `�". L- vANEt GALVAI;ZED SPELT.. .375 .... rrENwm taGE. W/ ANEL t0.05' r P._ ��-1• T I1At -T� 7• S .133• !.2 b /+ r ! i r I I N 10.625 o.375• 0.250'! r----2.591" i yr WIA�.' p r -`U--M8700' R .----2.250- I T L i l;270"'�^ PAEL 1 ISOMETRIC VIEW DETAIL A r 95 ttF ANEL 'S �. 1 ROUN4ED CORNER H END S P r _ Mo. ,Dar• I ( , EDGE. -I25` P W E rip.625Ji'. END U HEMMED L__�___ I �-2.378' I ( T.S). .375' I .acB�PM E T tI 26V � 1 '091, 1 057• (:) KEY HOLE WASHER 3.7s0• A72. (TYP.)' 3105-Hi54 AWN. ALLOY © KEY HOLE. AT PANEL -`;•T4"I-- I- I ; -' #SEE SHEET 6 F'OR ADDITIONAL 2.Ii4' 1.7.w, .813' i LIMOAmm IF 6t 6I•€ LENGTH i5 i F. .091' .-- 125' ONLY VALID FOR INSTAL ADONS INTO i 1 O SLEEVE 2 1 /B� (TOP.) I WOOD STRUCTURES i25O` i .375" I K .1�•`' I MAX, LENGTH 1 a.oDo'.­ 24 w 1. 17p(' --I �143• j '---1 12a' 2.0b0' R 6AOIT 2.54r-= t-.118' iA5,0Y (TYP.)i (7 REV. -He HEADER ® 'Uw HEADER 'U- - - tom) i 1' MIN. TO 5' VON. I 9O SUM 1' MAX, 10 ANGLE 1-_2.000'- 3.0D0•: LENGTH Ar2.DI' "„"41fluma . 11. "J' TRACK @ EME HANGER .374` ,a+" E1 A, t1(1'�/� (1 1 /4' VOIDER 1„w,-�I. 5G" {."' ,OB2' r.�„�� J1'iE(Il,j' ✓,p (DES S7EMj6067OR ZT6AikJ HANG STORM PANEL i .311- .656• q i ,470` 275 MiN'j _;" fit' ••'i 'Fs T L671• + 2 ? 1 ,u�.66D• �yb ND. 44167 £ FLORIDA BUILDING CODE Non HI h Veiac-NMrrtcane tons 4 t: 1zi* �, 17 N. O Mtn. 0 - Ittmo TaTB0. INa 4 GALVANIZED STORM PANEL F.P. .Dw i _; 2 GAGE GAL IZED STEEL OVAN. W. 20E G5o• a a'•, STATE OF 2.000.--� - SEE sECT1oAE- _, .-�' 's,�0 •• F a?M/m]! L .. WNI-.­'�` � I L E C O! M c. GLOBAL PROTECTION PRODUCTS. LLC. IMIC -,404. . TIWf 1ES,a a EN01 460E SW. $1 STREET R 33iI4 M1C m a,W.a s... -i 5Wyw/, I+�, Pia�-#e> m-.ul RcxG (a64)60!•-76/6, FAx: 064k69-1017 220-175 ©i BUILD -OUT F- 44 BUILD -OUT P TRACK 1 8 5 WASNERED WINGNUT - .,,, �r : „n1 , ,a, TRACK ANGLE �I ® (ZAMAO 3 ALLOY) P1 11 �I'a ALN 1a- PIE. aA, , a aT i ::J. Ile. M167 . INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE St:tEOULE ON EXISTING iNX1RE0 CaNC ! SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SMEEIS 9 THROUGH tD : OR CONCRETE BLOCK REQUIRED. /// REtOU1 ED• IERNAIE LEG I �••-^--€D. LOGATON COMOREi ANCHORS IXTSnNO POUPED t 1. SEE SCHEDULE ON RE CONCRETE �WiRE3-' { {� )• q � r'"I' M""'i i 45r}• KEX WAs,iat KW SHEETS 9 THROUGH 1 � i I'-'� i J 1/4* 1 `l.:f ? a-�- - MaDu me SCREW CI 1/2• Ii% ' FF p [ 1 ,/4"_ao.r si Ms w/ wo I MAX. I MAX . --I CONCRETE ANCHORS 3.-.- -,y • ,2 1/Y 0.0 (SEE SCHEDULE ON , i/2• I - 1 I I SHEETS 9 THROUGH 10) I F ; }s/s/M-]oA � EI I .'_�1III 1 L/ i �• I Lr'� wR9 W a }/4• oa I %�/�� I -L" Mox, 1 1 I I ,•'L i i// f PANEL LENCM AM 1 T V4'F-20.r I �--' 1:. I 1 SEPARATION ; _„ ED& SCCHHEbL m I I I 7O CLASS, ON SHEETS I---- Z4 rGR Mal. i n. TO' GIA55. i Il4Y-fir I -I {SEE SCHEDULE .. I/4Y-�aR• 9 k 10 1 ...T team %. ,'-, Y" Max. - (SEE SCHEDULE ON - t _ - 1a wl�t 1 ON SHEET 3) I q . w. SPACER Ii .._. PAN0. LENGTH L- SHEET 3) i, (4ag w,rRwrL 1" Max. L._.....-. - -'-= Oa.E RIM rNIT. I----- -- �!- (E I�-- -- Ix- urrmr ael X-a7 PANEL LENGTH i -��� � am F^r) I -wu - (SEE SCHEDULE I I 11SEPARATION F i `i ON SHEET 3) GIXIA�Ss1`"11 I 1, i (SEE SC ED-- N 1 I i�' -� ----I I � { 1 ON SHEET 3) 1. Op IV / i �. O i i ; ,+'iy. I 1IJ MA I i 1 i 1 �, �r 1.. €y- I ._,._-...._._. L- ED. LENGTH_ I 1 1 0 12 1/2" O.C... 1n, I I f LENGTH ; , 11 1 1. l ^t 1 , s•I-2mll0 ltGET< i - - - t i ' 1 I 1 I w •• 4 ,/s, oc - - i CONCRETE ANCHORS i OONIXNETE ANCHORL - i R��_ .^I O05f1NN:. POUTED \ (SEE SCHEDULE ON (SEE SCHEDULE ON ' >�\ OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) f ,- N } 2 1/B• LONG MAX, ALUMINUM 'a f REQUIRED C. \ • \ \ >: T. CONDti10l0 I SPACERS 0 6 t/1" G.C. VALID FOR je EXISTING isOUA£0 CONCRETE i I ALL DESIGN LOVWTS AND PANEL CONCRETE AtNCF101N5 ? ! CONCRETE BLACK E3tiSRNG POURED CONCRE,Ej i LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK ' 1" MAX. LONG ALUMINUM SPACERS 0 (LEE SCHEDULE ON ,€D. UEQUIR@. 12 1f2' O.C. (SEE TATTLE 11 ON SHEETS 9 THROUGH 10) ,4 SHEETS 9 k IQ) CEILING AND FLOOR MOUNTING I BUILD- WALL MOUNTING /DIRECT MOUNT 1PIfSPAC OR SECTION 3� 14 SCALE 3/8-1• � ON 1B ,"101NIFNARI, - JK.-,\' 1-1NSF'�' FLORIDA BUILDING CODE Han High Y•i17aN. HutHcane Ions ' Fl: - D. 44167 - slam TE.TEm. AI4. 1 GAGE VOIDED STEEL STORM PANEL 2 GAL - - avwN eW NOTE FOR COMBINATION OF SF,�j)L1NS: S E.D. - EDGE DISTANCE :'a-. STATED I�COIMc. GLOBAL PROTECTION PRODUCTS, LLC. AWE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE $�O'• N`I iDP' :1UT TESTING k ENOIEOWNo L.,- r MKID S.w. at STREET SHEENS 9 k TQ COMBINED IN ANY WAY TO SUIT ANY ''r 'IQ '• OR W�- �+�-T„'Wr,"•n�� Dials' FL' 3s314 20-175 } INSTALLATION. 4 �•• •••E�(Dtaw,ArL m-ta,A qT-,Ni Prxrc 0E1)aaa-26A6, FAN: (454M..... % llh0 CA-tXX1aT}9 ler. a... MW OWAM N. IIIIROA SIa41lUME/OA,E ,PLTTA A TA1,t " 411 P.E4. a11Rii a. or to INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRETE (SEE St:tEOULE ON EXISTING iNX1RE0 CaNC ! SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SMEEIS 9 THROUGH tD : OR CONCRETE BLOCK REQUIRED. /// REtOU1 ED• IERNAIE LEG I �••-^--€D. LOGATON COMOREi ANCHORS IXTSnNO POUPED t 1. SEE SCHEDULE ON RE CONCRETE �WiRE3-' { {� )• q � r'"I' M""'i i 45r}• KEX WAs,iat KW SHEETS 9 THROUGH 1 � i I'-'� i J 1/4* 1 `l.:f ? a-�- - MaDu me SCREW CI 1/2• Ii% ' FF p [ 1 ,/4"_ao.r si Ms w/ wo I MAX. I MAX . --I CONCRETE ANCHORS 3.-.- -,y • ,2 1/Y 0.0 (SEE SCHEDULE ON , i/2• I - 1 I I SHEETS 9 THROUGH 10) I F ; }s/s/M-]oA � EI I .'_�1III 1 L/ i �• I Lr'� wR9 W a }/4• oa I %�/�� I -L" Mox, 1 1 I I ,•'L i i// f PANEL LENCM AM 1 T V4'F-20.r I �--' 1:. I 1 SEPARATION ; _„ ED& SCCHHEbL m I I I 7O CLASS, ON SHEETS I---- Z4 rGR Mal. i n. TO' GIA55. i Il4Y-fir I -I {SEE SCHEDULE .. I/4Y-�aR• 9 k 10 1 ...T team %. ,'-, Y" Max. - (SEE SCHEDULE ON - t _ - 1a wl�t 1 ON SHEET 3) I q . w. SPACER Ii .._. PAN0. LENGTH L- SHEET 3) i, (4ag w,rRwrL 1" Max. L._.....-. - -'-= Oa.E RIM rNIT. I----- -- �!- (E I�-- -- Ix- urrmr ael X-a7 PANEL LENGTH i -��� � am F^r) I -wu - (SEE SCHEDULE I I 11SEPARATION F i `i ON SHEET 3) GIXIA�Ss1`"11 I 1, i (SEE SC ED-- N 1 I i�' -� ----I I � { 1 ON SHEET 3) 1. Op IV / i �. O i i ; ,+'iy. I 1IJ MA I i 1 i 1 �, �r 1.. €y- I ._,._-...._._. L- ED. LENGTH_ I 1 1 0 12 1/2" O.C... 1n, I I f LENGTH ; , 11 1 1. l ^t 1 , s•I-2mll0 ltGET< i - - - t i ' 1 I 1 I w •• 4 ,/s, oc - - i CONCRETE ANCHORS i OONIXNETE ANCHORL - i R��_ .^I O05f1NN:. POUTED \ (SEE SCHEDULE ON (SEE SCHEDULE ON ' >�\ OF WALL OR SLAB SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) f ,- N } 2 1/B• LONG MAX, ALUMINUM 'a f REQUIRED C. \ • \ \ >: T. CONDti10l0 I SPACERS 0 6 t/1" G.C. VALID FOR je EXISTING isOUA£0 CONCRETE i I ALL DESIGN LOVWTS AND PANEL CONCRETE AtNCF101N5 ? ! CONCRETE BLACK E3tiSRNG POURED CONCRE,Ej i LENGTHS PER SHEET 3. REQUIRED. OR CONCRETE BLOCK ' 1" MAX. LONG ALUMINUM SPACERS 0 (LEE SCHEDULE ON ,€D. UEQUIR@. 12 1f2' O.C. (SEE TATTLE 11 ON SHEETS 9 THROUGH 10) ,4 SHEETS 9 k IQ) CEILING AND FLOOR MOUNTING I BUILD- WALL MOUNTING /DIRECT MOUNT 1PIfSPAC OR SECTION 3� 14 SCALE 3/8-1• � ON 1B ,"101NIFNARI, - JK.-,\' 1-1NSF'�' FLORIDA BUILDING CODE Han High Y•i17aN. HutHcane Ions ' Fl: - D. 44167 - slam TE.TEm. AI4. 1 GAGE VOIDED STEEL STORM PANEL 2 GAL - - avwN eW NOTE FOR COMBINATION OF SF,�j)L1NS: S E.D. - EDGE DISTANCE :'a-. STATED I�COIMc. GLOBAL PROTECTION PRODUCTS, LLC. AWE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE $�O'• N`I iDP' :1UT TESTING k ENOIEOWNo L.,- r MKID S.w. at STREET SHEENS 9 k TQ COMBINED IN ANY WAY TO SUIT ANY ''r 'IQ '• OR W�- �+�-T„'Wr,"•n�� Dials' FL' 3s314 20-175 } INSTALLATION. 4 �•• •••E�(Dtaw,ArL m-ta,A qT-,Ni Prxrc 0E1)aaa-26A6, FAN: (454M..... % llh0 CA-tXX1aT}9 ler. a... MW OWAM N. IIIIROA SIa41lUME/OA,E ,PLTTA A TA1,t " 411 P.E4. a11Rii a. or to INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I INSTALLATION DMIL-5�FOR S,ERIE5 2000 & 1000 EZ HANG STORM PANEL U-) INTO EXITING WOOD STRUCTURES ' t/4'A NAG SCRE'n5 0 r O.C. W/ •}•-^/r.----.e•. 1/4 1/2' u'n THREADED PEFETREION { Min, 2'.4' WOW i/4 0 LAD W a 5' O.C. iY/ ,O DOSING WEVV HCADER H .RE,ARfn 114*0 LAO SCREWS 0 6' O.C- W/ F ",I, 2 NAM1. IWFO. PEN .RATION • TO E/XiSiINO , MT OR ON ma 1 1/2' tRn THREADED PENE'TRAGW WOOD WAVER. - t TO KXnTXRC W04b W.M. 1 ;. Cent. a r i' IC D '. .. q.... ark END 1AF(4} `t, >, / '" 1)4"P-2. 4" MS.. b 4'Gnn.4. 1t44, 3.M;5. 0 B DaM.. Mf 7 ..3 'J2`wtt+0. // Jd1 0 i1Ri OF Nt/T b 2 0.6, EA 4 CaM.4'a tA0 r I• D O1 5CftEY6 0 6• 4.C. W i #x5, 4 2Rx3 TRU55 ih ENO -� TILL �[�- /P€Et144tK41wm . i ($1E TAB 1/24 a Wf 7 132 TO E%IS11NC wo i+GOEtT. NOT€ iA 6ELOM s 1 OF EYEt1YNJ {T7P.) -.. . I_(SEE DETAIL 1/24. k ._1 - f ` - . ,3/16 Aum. PGP M - ( Cant Fi4ai' S'N O. €i L NQ,()a„ 5 ( MIO'MOD! OF EV17Ci ; ]i , '. ( � . EA END OF � Rro-) I i 5 } 7 ,N OW R' R 1 �i..... x OCIAR. rDA 4% r I iY'f%Ai HEADER UWED } NEa I / �/ .. 29/1E" 4In.. I - M' A W`4* b41. -1,/ } SEPAgK,FKIN 1 4:0-2Oa3J4` .�'« v t 29 4d'. MinGGN.. 1 .Wf ". / 7 a p 1 4"A-2Ox34,. T4'GLAS5. I 7 w,a. a.. / TO AM • /a WING eUr a l MS.. w 7 B 32' J3 I f j !K3 I NUS p I.. R} CUrS. 1 WYNG NUi A / G'IE.YL[ ,Y D.a , i EY1:RY O.TRtAF _-, . i - i/4`4-241x3/4` - 7p�u y-• } tf4't-g%4' Ed . 2 Spit. W.+ 1 7/a5la /32W'/ M/ SCREW I SEPARATION. YANG NUT O j =Ir-12 ., TO MASS. I EVER/ OVERLAP a I EVERYNAYEAAM j I Ln - -_ 5� gIT-� �I 1 t r ]f �` r' 7T 6 . if - - M 1 e 4 i - -- in j I I , J iK ., B .' I [ g '*.: t ; [ 4Y-iox1 4* MS. I - N 3 £oPL "S " I `1 e ! 4 ) ¢ i N'/ 7 DIY-`..1" '.. Y. 1 " I / / I Q( t p O WING t I 12 0 ,I ` wn I I a s 'E 7 Y R ' Mmr. ]k3 { jF ( ) 1\ 55 i � Ji{ 3 A 1K tij4'U- 4` CAS. 144 P.Nr' 6Fa41LE ro f / ✓ ( n I � s T 4A 4*N 7 �LMMA / C41. 0w , 4"i-2W3/4"MS. t; i W a r 7 Px 3 IR7t h dFLCW / WIND E j /g p ,I � ) PENEIRAR(WO I2 ,/2' atti. � � ! . L. YRfF:OR } 1'i- 4" /4^a uG o a' c.c w)J t2 -2*>4' w d W a tN lw 3 1 2 -N'm,. RFAOEb PEINEIPA7A7N o M µ�� } �'i "i"�W000: PLATE REQOdfED- MN t6, ttOtE:. kA: gj f O .. 1 _ 1H F t€ALIT OIViD O PIA S£TLIES 2Op0 OR 4 T SHt 1 I 4 P tM m4 EDGE to W 7 `ICJ :, N.S 32 . (M2f).. '04-10 PANG.MATE.RLU5 W � iFMiM "{�VREW NOTE ?A. j ' / f6. /. t 7/�16^ Mfn. PFJaETAATaN.. o t2/a �4 � �+. � ���� CIO`) ;1� i wwG RUT 4i/}2` OC,. FOOD �,+�• 1/4'A LAG SCNEMS 0 d' O.D.:Wl . O/4`P. LM SCREWS 4 a'.0:0. W/ )L72T�I.4La Y. W000{2PUTi REOUIREC I _ #Rn, 1 §/2" Mtn. CRE"IEb P€NE,RATtON WTI. (2 2" t 4f3' 1F4,. 7RIRFAGEO PL'NETRANON f RAT OR ON CGSE ALTERNATIVE 2 'W �. I ,I - *000 i lE TffOUIREO a Al2}WIDTH OF PLATE - VW. 2'N' WOOD MAT ON EDGE SCALE t/4'-t" ii PLATE RFOUIRED FLAT ALTERNATIVE 1 F'W 1� SCALE 1/4'-t' NOTE& � \ i .Mmg ACT. ERNAjj�' 4"W t, INSTAt:iAATin06S. ARE ONLY:YAND FOR BUILOtNGS W7Ft ASS. Ivy LOADS ,,I"INHNN/ �alalA Mr SCALE T•%i =1'- - UP -7Fr.3 qA, AND PANEL'S k£7NGTH UP T(r 5'-,0', - _ a\„A\„�a '}/«�" �w 8flATrv_E 3'.`lL 2. FOR NEW :WOOD FRAME WOOD 5 TO BE SOUTHERN 111 r 1„h�', .......*K/j' g1' SQA.E 1/4. t,. pit Na. R WJ SPECFb^ OFNS,FY DF•a56 OR F-at4k4.. I I y .. £Sqg- �`ti ' ✓fy'k j • - FLORIDA BUILDING CODE (High VelocityHurreame Zone 1x� 1M 4 r No. _ 0020-mmo, m 20 GAGE GALVANiZf4 STEEL STORM PANEL FP. SEE SPEoIFICA AFF3 REQUIR41E1N15 FOIL DF��` O,P 8RR AT TOP A$ � * : * ; OR" 9Y; IfrOO aR'�GINsrtunau T PE aKaa-T°R2`..:�: R1Drw. rAYSEo ON �.., STA O1` .. _ �• GL08AL PROTCTION PRODUCT LLC.. oT am _ _ fwA Rtfli- xva mMmtutw.a-<.•.,I=; Iy:TFjfm= Te NCihEp iYhtSD �6L�R Q : C) L G 4 M AMC„ Im- sw. 6t sI1IEt. ._ _____ FR�� n£, . ._ y�\ t. D k NaC OAYE. FL. 333t4 ai.ONDITION �* AiN}M ♦ � • ••• •• � f Kx bn, b.. s« R NRau.4ROOK. rt d1tM PMMY` 954}6N-7346. FAX` Oo. r )AN-am7 20-178 TOP T BOTTOM TCAN MEANINGS ISINSTALLATION, CAN 8E COMBINED W NANO (A B.s ` NA %Ojt) N,,. , R]x'4 aTt-+aW , 7.. ,DIN amisJi au we r:. #Ivan A a UPAWk# Wa WAY TO SIFT ANY lNSTALIADON, SCALE: 1/4• t t* 4AlrNTNN. 4 UV-9p0d71I '•'•"i' r . _ -.. NOTE O 91W TIER TRACKS'Not SHOW7N FOR.. CLARITY P.0 $EN,/Stt#MNAf/pATE WAJT3t A. 7ALR 4 I fI " aA OF 2s ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I ?f4 1WI632W B/3W 75# 4W 5 MAXIMUM _11iUitf SINGE PANEL (ii LNGTN L SCHEDULE ON(Y FOR REGULAR STORY / . / . / /7 PANED INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK # NQD (t) 3• MAX-�tSWlofts (SEE 10 &11) ON - 3. M sNEEiS 9, f. kit) - (-,' MIN. 61' URN. i i's�M4''la.P .PJ!LE1 C: D REPRA rFL AT EACH I --^^I/ FI,-7,--T-F­- AT TOP OR BOTTOM END mm TRACKS $.{4t. 0 h a 2a S o - . 2 3. 4 , - - - - - -�- - T I-r - - ---TyATy TTIACKS ORtt810 DIRECT MOUNTED AT EACH E'Nfl* 0/� �'�, rT-1 r 'r r r P r r I 1t- - 1 i $Q, �3 ar 4 r j I , . � I i 6 1 /b d "I: DESIGN: f J j f 9 ! I I i 11-11741--- -350 UNBOLTED PANELS � I � BOLTW PANELS W/ J1 4W-2OIT* .. SEE SECTIONS AS - / S.S. ALS, BOLT W/ Qp 0 EA GVOILAP : SECTIONS A5 APPL :.. UCAB LEj d° ( 44 I I I _._._ _. _ ...... _L_..___l..l. _i ,// I I I � I 1 ' r` i 1 I _ O.M., 3Q.Q, - -�`-Ae; ­9 � - - - _�_ �Ii - -- :p - p s p - p.:. : j ®Orl� I MAR-_---3�f. 1 2 4 T%4. 3J4, 4/5. 5/5 do 6/5'I'MN Sao I 1 W/B, 2W/6, 3W/7 k 46 /7 I.,--.-- -ANCHORS {SEE SCHEDULE 01N SHEET$ 9. to kII)-•:--�----�--•------I REGULAR SjdRM PANEL �1 � ELEVATION 268Y N.T.S. 1 f4` Mar_ GM (AWL OMNI, -T wHoLLE wur o l� I`- I I � t MINIMUM SEPARATION TO GLASS 1/+• SCHEDULE MAX. GAP r ry /y ( MAXILIW WIND SPEED 4 170 -fig WIND SPEED > 170 #n,P•h. ,SECTION. A -A. £ PANEL LENGTH. _ N.T.S;. (in) UNRESiR,NNED RESTRAINED f�NED RESTmm NOTER2 30 IM LESS 1' I• s• B 1/4' 1)(1) L+: MAIIMLIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO DESIGN LOW. C- MAX ALLOWABLE PAEL LOOM FOR A GIVEN NEGATIVE ASD. DESIGN LOAD. >33 To So 1` ,• 7 1/2, 7 1/2` (2) PROCEDURE TO DETERMINE MAXIMRAI PANEL LENGTH, GIVEN A POSITIVE A.S.D. DESIGN LOAD, BEIM" MA MUM PANEL LENGTH 'L+` FROM SCHEDULE. "a TO 145 ,' 't' 7 1/2" GIVEN A NEGATNE AJi.P- OE3TGN LOAD. CETERMN€ MAXIMUM PANEL LENGTH'L-' FROM SCHEDULE T'wML tWDMW ALLOWABLE PANEL IDia9 IS FbI.1Al TOM M98BLUM DETERMINED PANEL LENGTH 7145 W 1 I I' - 7 1/2• BETWEEN "L+• AND 'L-'. (3) SEE SCHEDULE BELOW FOUR. MN, PANEL LENGTH FaR POROSITY QUMeICATIOFI. t tllS,ALA_0 INTO WOOD ARE LIMITED TO 395 P.Ur, MAX. ASD. DESIGN:. PRESSURE RATING aay,NO,i 9. 10 k-,tI FOB MAIL AS,D. DESIGN LEADS k MAX. R/ LENGTHS FOR 'r TRACK TRACK PAWar�pY SPAOER. ,6 USED: a " " I - 49 - -- % FLORIDA BUILDING CODE Man High V91oai HMFrlcone Zan*) _ * '1 Cane O. 44167 , - TA Txa INC. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. # : a rrrwWa y. TATEQF * i OlMc. GLOBAL PROTECTION PRODUCTS, LLC. °in}M,, G, •_ 41ao S.W. 51 am, {y ,,A(4"* . t'RIDR '4(,�y."T ,�' -WJ TL[RINa A COMPANY Am n. =14 2O••'175 c€' :.,,... �: .Liu. ,IWI. W- }a. 2M irrolA R sO,oU y� Ai/ �� y, Pw , O"' - P ,m-,.n# PHONE, SrACNWe►--aa+a. twr (sulaaa-a7n /////Fl rYa(ii --' CA-0GD67La .. r MK.a :: - wr. M; s.lA+ - rMAIYMa Nw. fNR;1ML ,- /aAft" ,WLTFR A At. P.E: t ' T.;S or ,! QD PANE LENGTH MAXIMUM L EN "L+" DR PL-" t1. 0 MAXIMUM AS.D. CONCRETE k WGy00 PRESSURE pATIXi R6TALlAT1DN9 i a.F. + tP 7 { ) L+ tr, 3a4 12'-0' 12=0* sA.a rz'-D• n'-a' ! -1 f0`-0` D n 43,D 9-b• e.-e. 3GlD 9'-7" a=4" 35.a e'-T e=D' 6Q0 a"-3' T'-Y TTso a•-D' r-s- TS.D r-3• e`-rD• 9P.D a"-9• a'-2' roD.O 6'-5' 3'-T f" FDsa s'-a' $-s' i TOA - 3=?" IT5,0 - 5--e' rTka a=s' kCn u UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I UM LENGTH MAXIM PANEL L 4tAlOMW AaD, CONCRETE k WOOD PRESSURE RATaXN �IffiTAt1ATWN$ t F. +Or- (N ) ( ) L+ L•• 2aD IY-4' i.T�D' 25.D t2'-rD' T, -T' J0.D F7'-e' 10=Y 3AD TO LION A .9* 4YAO 8 -e' 9 -2" 4S.D - 9-1" 6-T` ,7SD e`-J' 7-s' e0.0 e-a' 7-5' _ s5D 7'-a' s-2` 7QQ 7=5' a-fT' NtQD 7'-0• A'-5' t03.D .... a'-3' e'-i' 11N).O - 5-1" r1sa - 4=,D' 8.0 ,O TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I TOP DIRECT *h* U. 1 � ,W.S" '1t" ,YauHD.; BOTTOM IKKIN7 HEADER MFADETi �,I,€ TancK - DIRECT MOUNT 48" 1 32` 32' 35`.. 65' 5C` SO° 4 1.3'Xi,S` sna0 ANGIf 35` 32" 32' 32" 42" M` 3d' E `i' 7RALYf 55` 32` 32` 42" I 6Y W. 40' 7'MCI ANGLE SC 5b` ' t Wig SXRE SO' 32' 32' 38• 60' t TRACK 50' 31' 32- �. �, �.«. I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I I EANEL (I INTO WOOD STRUCTURES t Min. i �� ?�� I, R 1 1 E GLASS ; (." WOOD ANCFIDRS I , A . mn "- --(SEE SCHEDULE tj.- -2 - r -` sF+rsc�Enule oN- /WAD Dom I ON SHEET 3) Ia" t €?-' i•------�- 4 ,. 1 I 5 ` Mox. xlsn E ROOD HEAD \ 1t "... "' (SEE ANCHORS „,�„ ! Tf S .; 4 GIA$S�`j �+ i (SE€ $CHEDU4E. REQUIRED N/ 1y .. }j4• {SHEET 1tNjWrE ON j� 11 QY i E---' j -. '""' d, ON -REEi' 1 FOR I 6'LC SPACER "t i1.t MAX. t 1" Qi SPACER ; 1 �' i /' i _ WOOD HEADER- / t �It- I ; y LENGTH I W. - { fM `� E ., T T-______`�'-""-i REQUIRED 1 M F I 7 ED _ - -_ ; I ! 1 l I.. i Y I j 1 EQ _ _-- - 1 I I I ' L._ it- t i i . I t I i 3 [i'lA t` MAX: LONG E #1IN N SHEET 11 0 12 T/2" �.. i - I I I t O.C. (SEE TABLE 11 ON 5HEEf 14„) I E I • l 1, F $� 4 SEE NOTE "• BELOW FOR LIMITAItONS FOR I SEPARATION i 1 *t" :MAX. i j 'I:" tAAX. ': j i { ' q , t/2' LONG 54E'EVES-: - y�... TD GLASS, ; pANEL.t.ENGTH I PANEL LENGTH I , 1 � 1 , t R ON SCHEDULE 1 (SEE SCHEDULE I I (SEE SCHEDULE ..�.g e I I 1 ON SHEET 1 Y I R t-..�.PANF1. MATE FEMALE ID OR PANEL WTE EET 3 ON SHEET 1 ON SHEET 3 E__._ . i 1 1 1/4'A-]ar ) t L,1 � PR.RaS {SEE SCHEDULE CWSHEET II} t,,._..-... _.:--.. -�..:tu.<_.. S.S.anus w ! ; . .-._ ..„- _.�._._._ I ,!. '-T1A o I t Mln. I s ...L.-v-.)__._.a.. j _ll ' I Law. Om YOAIt� F) I EXISTING 1 70 GLASS. ; i 2`x4' W600 --) PARATION NG1 j GLA55`��- -'1 (SEE SE I PLATE T'&OUIR@ G � i-aN SET ; 1 DIRECT MO(�jT WJ SPACER L-- s I 1 * I I ALTERNATIVE 2W' (D 1 I 1 C` 1 SCALE 3 -t• I l$ 1 I t 4 ) SEE 7 1 N R ABLE 4 SHEET T 1 FOR NR1C. PANEL LENGTHS k I 1. j i. OF�" `' (`___ "+• /', 012 lf2 CLC - I i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION:... I IF F-� Ea I I 1 ;-- A e1. MAX. I ELi 4 t t .._._I A Tre a 12 1/2 OC. :. I \ 1 I$ • �- j 1. f I I I i f U I I-,'- 1�WOOD ANCHORS ** !MATE.i ____i \I i 1 S I I ISTAGGERED W/ STUD SPAM aA IMY E I t/2•' LONG F: �. I-'t jI (,: Lij t (SEE SCHEDULE ONt ) [ ,,.�/��.7 I t i §{ SHEET 11) (1) WRAUABON 0 LOOM To A ORE SM *In M'-V 2"X4" WORD , I j " -I �D * -w1I itI 11 Way g% g7 a A43,"ISN9W TixAI ANY PLATE REOtRRED ,. t ' ,. -WOOD ANCHORS * I ' 1 ., NE:Aif'CRkIMMt INpUlEO ON 9NkiT t11, I STAOG€RED W/ STUD , IMRL SIyARa1bM 1O wAas tTaIOATp3 I XQ WQOQ (2} ANC11p14 OMita IiRIU atwPONENI: W OM7EL MALE rTMAtE IA aR 1 R ON atMET 3 L1UY 9E n¢bUDFD To r/4' A6 I LATE REQUIRED 5k j rA I ' . (SEE SCHEDULE ON LONG As THE [OLUWNO OONDnI@E ARE -•-- nNn MATE PMR6) aNAIl RE 2PADEa MNNNUAt AT 6 ,J4` 12:a g"" ` $ I ( SNEER 11) OOMPUED Wnr, - (TWa 19 A UF311tlOTaM TROLL ,7 r�t'2• DA. aPAOING.'ALLtlYtLL. ORd ,. d 1 arm 6}. OPENING 7 i I I ,,. (I) MmEtw ASO DESIGN PRESSURE 7 1 - _ RAnria 7g H0, -ea 1r..1, t3) (THIS b Ap RESTRICTION FROM LAR M PANH 13 LIMITED EL OiENGGTTH S MAXIM M ,� (2) w�Il� * s1Dmt PANEL. MON E WALL MOUNTING d PIT MOUNT wKDRAa am 1t). WALL MOUNTING t3) sraA PAEL ISTALunDN E ONLY i ALT��J(ijT1VE 2W (4)1, O oMPONENNT I INDICATED ON ALHRNATIy&." 1 W «ro AN Eumm WDro FRAME WAIL. I SCALE 31BE1" WtV FOR WIG ZONES 1. 3 AM 3 As 1/2* LOWDFiE�D ir, utM SCALE 3/8-," (4) tN6TALLAT T INA ONLY MR WIND: I TIOUNI !TURIA D AND THE 200 (7% ED TIMO OF-„-aFU7Po A 2OW1S 1 2 k 3 PEIt AMU E I 1aR1-1711. ALAI 1" ! >� ...,. tstt a�:*' CEH ,✓IN . v A9 ..FLORIDA 1DA BUILDING N n HighVelocity ftOR G CDOE ND H HurFicon! Zan*) a#� . 1Zn NOTE FOR COMBINATION OF L71C)N5•. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,O. a .- ? ax" ma m, W- " 4416 NA �i% Y 24 GAGE GAL AN)ZED STEEL STORM PANEL AN DESIGN PRESSURE RATING (p:s.f) AND PANEL LENGTHS � = •_„_ GRNnt Im TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR STATEDrV�/, •*_ �.i GLOBAL PROTECTION PRODUCTS, I1.0 gym/ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) �.% ILL GCO_IME, CTS, DAM. INSTALLATION. O - 46Oo S.W. a# STREET _ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�`' w: • ``I.ORID�A2tewFTwwn,"Ora. l E i'l I T.wrE D-.A - 4•••'••••.A.-, aiR at 'Am (aT m-Iex, Pi�Ra o164�••754a. FA,L(W)NO-M720 T75MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IAfl ' DENSRY OF 0,55 OR EQUAL, 'hatsM 11 cA-mD611a ,- RN w w... �Ilnw Wa7 aIroWIMa ru WAITER A: �, el, , Wig.., A SHEET a Of 16 GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I GENERAL NOTES •i!. Yw W.n'.wt F- IMNa cinai, PYEl4,1 n aT1E (C) WOS9M" S, AS M NUFATY G_> 0 55 MIN li t. STORM PANEL SNiOYfH ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN. VERIFIED FOR COMPLIANCE PN. ACCORDANCE - t j4"! TAPCON AaNCHOPS< AS MANUFACTURED Big I.T.W. gUM.DER[, WC - WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - /14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HLOW-ANE ZONES (MMMI-DADS / BROWARD COUNTIES). - ,/4'! LAG SCREWS PER N.D.S. DESIGN WIND LOADS SHALL IE DETERMINED AS :PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASC -WIND - 71leo A 5/8" WOOD BUSHING, AS D,STRIBUTEO BY ALL POINT SCREW, BOLT $ SPECIALTY CO. P R A DIRECTIONALITY FACTOR SPEED AS REQUIRED THE JURISDICTION WHERE STORM PANEL Wltk 8E 1NSTALLNiD, AND FO KDm0.85, USHNG� -16 AND SHALL NO EXCEED THE MAXIMUM (.IS.D,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C„1) MINIMUM THREADED PENETRATION INTO WOO OF TAPCON 'ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCD PANELMATE PLUS t7 1 AND PANELMALE FEMALE 10, 3, 9 THRU 12 8 8. MAIL EN -, BE FIRST IN O RY THE ABODE CCIlLXTION ULTIMATE DES{ON WINO LOADS DETERMINED PER ASCT 7 8 SHALL REED 10 VERI IN OR REDUCED TO ARE PATHOS PRESSURE RATING BY MULTIPLYING THEM 7, 0:6 IN DIRO£R TO COMPARE THESE Wf MAX. (AS.D.) C.2) MINIMUM EM THREADED PENETRATION OF LAG SCREW INTO THE OF 11 FRAME UNIT SHRPLA, BE , 1f2 O THREADED PE.' INTO STUCCO $ BE CONSIDERED AS: PART OF THE REQUIttED 7HRTADED PENETRATK,N, 7 NETPATXN CO iIA3. DESIGN PRESSURE VERIFY Y THAT ANCHORED GFi SHEETS 3, a THRU 12 k , T ' $ ORDER TO WIND L` WS ANCHORS ON THIS HEIR N TESTED WERE NOT EVER 5'TO WOO. A S INCREASE NN ALLOWABLE STRESS FOR WIND LOADS WAS $Q'j USED IN 7FNr7R ANALYSIS, FASTENERS SPOILING TO W00Q HAS BEEN OET€E82LNE0 1N C.3) MINIMUM EDGE DISTANCE OF NAG SCREWS, 1NT0 HOOD SHALL !E AS INDICATED IN THIS DRAWING AcNQS,CORQANCE S A QUAC 2018, 4 " t 4' } MINIMUM STORM PANEL'S AOIXIUAC,` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERit1ED IN ACCORDANCE WITH 51'GTKNN T6Q9.12 OF C.) MINIMUM PENETRATION OF WOOD- BUSHING SFW1 BE SfB. / 4t-2D SCREWS USED SHALL BE 1 J2 LONG ON - CO EXIST ' MINIMUM FOR WALLS WITH NO STUCCO. SHOULD $TLea. . AND T THE ABOVE MENTIONED 0(70E A5 PER AMFTD.CAN. TEST LAB OF SOUTH FLORIDA REPORT.L 1OB74.07-OI AND 10219:02-09, AS PER SSTD 12-99 k. ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 12301-10 AS PER G:5) IN CASE THAT PRECAST STONE. OR.PRECAS'.T CONCRETE PANES, STUCCO OR W00II BOaR65 FOUND ON THE EXISTING TBUILDING NG CO 3 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16D4 OF 7rlE WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. FLORIDALORtDA BUILDNG CODE, ANCHORAGE SHAD. BE AS MENTIONED IN C.1), 0.2) k C,4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS 004ERWMC NOTED): SEE SHEET 2. (0) ANCHORS 51TAL4 BE INSTALLED FOLLOWING ALL OF 114E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3- ALL ALUMINUM °N'4M METAL USED AT CLOSURES SHALL HAVE 310S-HT4 ALLOY. 6, PANELS: MAY ALSO BE MST&= HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL S,£EL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASTM A-653 GRADE 80 MINIMUM, G-W GALVANIC@ THROWN 5) EXCEPT THAT HEADERS '(51 #(D SHALL NOT BE USED.. STEEL DESIGNATION `W/FY= 92.2 Ali (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIfJ17ER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOM FRAME 50GtS W/ 50 k.i YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA SLONNG. CODE SECTION 2411.3z.4, 10. FUEE REGULAR STORM PANEL WTDN LENGTHS OVER 90 As PER SECTIONS I1.S 2, 4, 5, 8 AND ALUCTI G OW iW 3W E 4W ON. Y ANC 1 OR T SHEETS 4, 5, fi k 7 RESPECTIVEI Y, SHALL HAVE A t.EC184E AND RFAOR. VISIBLE MARK INSTRUCTING OWNER TENANT 0 B. BOLTS TO BE ASTM A-3TO7 GALVANIZED STEF1: OR AE51 304 SERIES STAINLESS STEEL, WITH 36 Asi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DOMING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO SHALL E AS F OWS: I N WITH AN ALL B OLL T4. 714E INSTALLATION CONTRACTOR IS TO ALA, SHUTTER COMPONENT EDGES WH CH rtEFMNN N CONTINUOUS CONTACT iiS TKXN R s�� THEBU G TO PREVENT INTRUSION. ItWN R WW0/RAIN (A) 10 EXtans.aN{r,-.POIt°En•_.G4wlm 1 . Y WITH SP E CS INDICATED IN THIS - PLUS ANY 8 ' HNG ON REGULATIONS - 1/4'! TAPCENN ANCHORS AS HORS. AS MAN FA LT.ED 13 YLDEX. RAG. (Min. N't�3t92 Pa:N,) 2 STORM PANEL INSTALLATION SHALT COMPLY E wTEa bIR,AWMIK) UAD AND Z LNG - 1/4" ♦ x 7f8` CALK -IN ANCl,ORS, As MANUFACTURED BY DERNALT HNC. PROVIDED BY THE JURISDICTION WHERE PERMIT iS APPll@ TO. "a BY AL POINT BOLT k SPECIALTY CO. - i 4 x 3 SOW -SET ANCHORS, AS DISTRIBUTED L SCREW. J / , 13 a PRODUCT EVALUATION DOCUMENT PEG, PREPARED S ENGINEER I$ GENERIC AND NOT E INFORMATION { 7FI5 ON DOC M ( ) BY THIS DOES PROVID Mln. fc JGOO .sd: } ( P ) A SRtf SA Fl RD1 CT• : WHERE THE S CONDITIONS M THE PEG, TOR E(2 C P E SITE iM,NS DEVIATE FROM - 114-ib PANELNATE FEMALE IQ k PANftMATE PLUS ANCHORS, AS MANUFACTURED BY FICA CONSTRUCTION PRODUCTS. °a - 1/4.0 ZAXAC NMLIN ANCHORS, AS MANUFACTUREO BY DEWALI. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM .EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2" FOR ELCO PANELMATE AND f ON THIS P.E.O. PROVIDED HE/SHE ODES OWNOT DEVIATE FROM THE CONDITIONS DETAILED ON TWL L10CUMENT, 1 3/4' FOR ZAA AC HAUN ANCHORS: CONSTRUCTION SAFETY AT SITE 15 7FTE CONTRACTOR'S RL'5PONS19fi0Y. A2) CALK-fN & SOLO -SET ANCHORS SHALL BE EMBEDDED. 7/6" INTO THE POLAW CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION OCCUMV11T WILL 6E CONSIDERED INV" IF MODIFIED. t 4- 0-- " S 1 1 2« MINIMUM SHOW STI�CO -EXIST P STUCCO SHALL BE PERMITTED'2a SCTREWS U 121 SHALL BE LONG M O SITE 5p CIFIC PROJECTS SMALL B PREPARED BY A FLORIDA REGISTEREC ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WAL45 WITH .40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WJD HEAD, () ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.€0. 'EER OF RECORD, ACTING AL A DELEGl,4T@ ENDIWER: TO THE - P.E.D. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SITE 51rE(3:TC DtLWDNGS FOR RENEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVER$ STUCCO OR W000 19DAgD5 BE FOUND 'TIN ME EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 114E MAN STRUCTURE BEHINO SUCH PANELS. (e) 7Hi5 P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT, (8) 70 Ew+cT}N^= £10NCRETE A+�x� WTI, A��,,_O+�_a3_90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" ! TAPCGN ANCH0R5 AS MANUFACTL'f4£D BY L T. W. BUILOEX. ANC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL - I/4• ! x 7/8" CALK -IN ANCHORS, AS: MANUFACTURED BY OFWALT. INC. SHALLFLOA�5UPriDI�NG FC�F.EYERY OPENING, LABELING 70 COMPLY WITH. SECTION t7O9.9„3 OF THE - 1/4`0 X 3/4* SOLIO-SET ANCHORS. AS DISTRIBUTED 6Y ALL POINT SGRESW, BOLT' k SPECIALTY CO. - 114-,0 PNNELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P I1117111MlAX - 1 /4" ! IAMAC NaUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. .AIR T+I T14Cf 8.1) MINIMUIW EMBEDMENT OF TAPCON ANCHORS, ELOO FANELMAtlS AND. ZMAAC NAJUN ANCHOR, INTO THE C'�{.... "rtf� FLDRIDA BUILO)NG CODE (Mon Hlgh. Yalac9 Hu cone Zone) BLOCK UNIT SHALL BE 9 1f4*. 1 r - 2 * %,44 7 - - 4� MI= INC. 24 GAGE GALVANIZED STEEL. STORM PANEL '� 8.2) CALK -IN k SOLID -SET ANCHORS SHAl BE EMBEDDED 71W INTO THE CONIMM BLOCK UNIT. NOOROM STUCCO SHALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 11/2` LONG MINIMUM SHOULD 0 EXIST, * c""` AND t* Mlwuu oa wars wmR Na stucco. c-�: STATE F � � - I{� LPL PROTECTION PRODUCTS, LLC. aT�`rI Ems° i 9'• 43m Sw, a1 F sMET T1LLIT a N[[I6114 caNPANY B.3} IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STtlCCO OR YIOQb BOARDS -8E FOUN '�rynf4LT''.H" E �ORI _ A.. Lon. al, a. aWi1A NKot9w n ,r aaW- 7L Fm ( 20-175 EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAI•I STRUCTURE BEHIND SUCH PAY "ts '..... '' G� @ ww. , taea m_nn , rr tzM n Ptiawe (.)I: I. fAS (4S4�-a19, ANCHORAGESHALL BE AS MENTIONED IN B:I) AND IN 8.2). ,a/OIVAL �, r u :One n,: t4laa a W.. ,e. Nm /NrhH4nM 14"` PS. 5iA1./SaNA'IU9E/D51E teAL,4R A TM.UT JY:,I PF. „ `. #MET # aF }a INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I INSTALLATION DETAILS FOR REGULAR PANEL �1TQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '-O�KR1�It POUREDRETE CONCRETE •- O�RSCONCR BLDcif RETE REOURIM. 11 WOUNED. (SEESCHEDULE ON�\ (5E0 EECHECUL.€ ON % - ExrstHNc POURED s TH1�ldL Ta ' THROUGH 14 SHEETS 19X ) SNEERS 9 OU ) I CONCRETE OR I N✓ K CONCRETE (� 1J2' I ,/4 �..-�, f2' e 1�_ REOUXREO. MDCZ„`" f \:1 ,.---wia mats f I 1 w ♦at/e oc t _.__) I--'--`-"i CONCRETE ANCHORS %' ` 1 / { ..._^.._ (BEE 51"HEDUL€ ON ..d ! I t E6. I €' . / I SHEETS 9 TT1ft0Ul1N o1 ! r I E ! IN ; ' j 1 1 I { i 1 I I R 1 I I I �. 4 1 'r 1 4'R-2a,.1' Fb- I f - Hirt lfAS W ' SS ROLR M I 7 1 SLDIARITlON ''I" OL oAT� HH Sep ON DL i �-.� TO GIA55. I AtaiNmtNOR�T-1') -4 TO SGLASS. LE.. � ; iNAt�T!'I j f':! s1 (SEE SCHEDULE {SEE ECU. I . ` Max; { EXISTING _ , a-_..._..___ �. �. _. _ , GUYS ON SHEET 3) t 1 PANEL LENGTH R ON $MEET 3) 1 r ; 1 t t I I (SEE SCHEDULE R I `t• 4., ! �' �!DI'N ; Y' NOx- PANEL LENGTH ( ON SHE'ET3 H I I t ) PANEL LENGTH CONCRETE ANCHORS i__" _._.�.. L�.., I Ir�- (SEE SCHEDULE -"i (SEE SCHEDULE N (SEE sGN@ULE (SEE SCHEDULE OF7 _-�� �--- �� ! ~��.. `- I ON SHEET 3) - O t ON sMEET 3) SATINS 97HROLIGH i 1 1 I N 1 1 I - I OFF �. I H ; 'I I ' EXISTING ( i ' MAX i 'S6% GLA55- ! i I 0 I N 1 ED., f mL,a I MAx. 1 I r f W • a 1 4` a.a r' �k- / I N El I a I i 1 E.TO. j. E,b. 'J i f '�"'"j� k,. I ° 2• i EXI5RN0.. POURED I. r ! ! . i iy �,,- • - ...._i CONCRETE OR P I 0 12 1/2" O.C. ( L " jLiCABif)� i 1 C.i• NEx WASHER WAD CONCRETE BLOCK CONCRETE ANCHORS 1 I L_ i v I A='W: TEx tltwDx REIYJIR@. I i (SEE SCHEDULE ON ---- I, EtaI - ,/. mr as . ws. w/ war • 17 I/].aa SHEETS a THROUGH TD) 7ERRU7E "' i" M;n..'-- �+ Wf @ aNLY WIN SOLIO lE6 LOCATION SET k CALK -IN i EXc P01!#iE0 CONCRETE r 4: ARE USED k W/.. WHEN L PANELMATES ALTERNATE CONCRETEa` LgSCtING POUR@ CONCRETE CONCRETE ANCHORS J ARE USED, RE C METE 1ML0i3t ANCHORS 88RR COrJGRETE BLOCK REQUIRED:: StAO$EREO: W/ 5iU4T• (SEE SCHEDULE ON (SET SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT ,IDUb LNG �LL� SING WALL MOUNTING / 3 DIRECT �� SECTION 1 $� SCALE 3/B-1" SCALE 3/8 F. SCALE 3/e-t' ea r\��1�Rf:%:N �E. 0rat "..,, t FLORIDA BUILDING Non 14 h VelocityHu one Zona S t :• 0. 44167 `. Is om TTL=0. ac. 24 GAGE GALVANIZED STEEL STORM PANEL GRAIN A.-. . doTE-- oR COMBtNAnojQ $E : =*: = �- /37/"" E.D. - EDGE DISTANCE ?-q STATE OFF :: r - �I L E GLOBAL PROTECTION PRODUCTS, I.I.C. a7 aae (SEE .SCHEDULE ON TOP & BOTTOM MOUNTINGS. CAN BE $.I.'• - .m) SV, 3t STOW n • F -'-" rnuT Ta sit i �> ,o ' D LAW€, h 373R4 I HIIrM -. 15fi{: k 10 E O ANY AY R Kw. Mir:.: W. m tt, SHEETSB ) COMBINED N A W TO SUIT 4RiM6L _1 4 2O'-i75 '�. 4� � '" \ - •ye, w.-,: 4r,.Imo.a:, .H-4n1 PHONE: rrK s45; 1kK m. -am - // 1vi1 TINT! S 71PA• { 7rR / :.T N. Cl.a 1NSTALLA.lO �-----T-� �A/AI lO tA-oaae7ta .n s.wll a.c >r .. .Iw aR++MG xo;. - IhIIiH - /0'T HOLIER A-. Nr„ PLC' m,v-r. . SNW 4 of 14 INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I INSTALLATION DETAILS FOR REQQLA 3 PANEL P INTO WOOD / � I //r ( ALTERNATE LEG 4'x6' (Min) l7tIST9NG WOO / / / j -yN1 /",/-�� BEAM REQtFRED STRUCT { ADEQUACY OF EXISTING WOOD j � ;I $ /{ BEAM TO BE CERTIFIED BY .,,.,�� REGISTERED PRIOR OR 'I ,tP 1 ARCHITECT PRi0RT0 SHORTER 11 '1 °v' INSTALLATION_ WOOD ANCHORS ALTERNATE WOOD y` i I" Min. ,- ` p(5E'E saHL"DULi GN (SEE SCHEDULE ON / 1 I.P ,,4'ASIAIatK�x ras,�yOlt 53NEET t}) (S SHEET 11) :,.7 r as. Ms. w/ tat / tJ4. li 1/2• ! a i] 1/]'oD. I MAX.-�,-.-I ..---.WOOD� i `s.. I/2' # _ {�R. I 1 1!.•s-m.r GUASS� `✓ i W000 ARGHORS. y `, 1 NaS�jREx HW eota I 1 t (SEE SCHEWLE -(RN IMat, S i 1 R3 i I.. Min. I (/)j 4II SHEET t1) y - .. F j SCHED(1lE I i/C4-mx1• ::. I . E ON SHEEP 3) aa: lRE79 M 1 MHO. SEPAPAHIN TO GLASS, _ t I_ � ; ..'.(a"EE. 5CHEQU[E SIN SHEET 3) `" -F- t� �� PANEL t17NG,N 1 L MICM: CM3r T-!') 1' MAX. -..�..-.� -., F,t t# PANEL LENGTHF-- .._ .._T"'----t•-._ TLk' xa IX I (SEE SCFi@3E 1 I (SEE SCHEDULE EXISTINC„� i ItNJM P'fN 1•!•) pN. SHEET 3) E I ON SHEET 3) GLASS i 1 I- i i I Ij. -.1. { • r----- % I 1 OF Y I It I MAX. MAX 1 I : I 4 .J 1 �._ t -,'I # 72. fJ2" O.C. I F " R ; _. 1 T I i, ...••j( i it4`r-]aeliFia sous ALiiW'r 11I.-T �..�.._.�._._. I _j 1 W • a 1/4- O:a - I 1 'i "X61 WOW I \ -! ECK REQUIRED REQUIRED ✓ WOOD I I I \ ANCHOR'`WOOD ANCHORS _.._.... _3 4* Iw. (I,�(SEESCHEDULE ON (SEE SCHEDULE QN -. - ,) SHEET 11) ..•=--^� -.. NZ i I.# L._,-..,.2- MITI, --= _-L,L? CEILING AND FLOOR- MOUNTING BUILD -OUT MOUNTING ALTERNATIVE AW �(� TERNATNE 4W SCALE 3/8-1" *"114NINNA" scan 3/8-1- , A rr.ON a ��' \)CEN l4/h,,� �I>� r ,� ' , NOTE FOR COMPTIUN OF SECTION = : N0. f4167 �; _ FLORIDA BUILDING CODE Nan ± h. VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS„D, s * O2 M TATUM. rC FA TOP BOTTOM MOUNTINGS CAN BE AN LENGTHS ="O: - 4 V k Q DESIGN PRESSURE RATTING .a.( AND PANEL LENGTH 2 GAGE GALVANIZED STORM PANEL ES P (p ) COMBINED IN ANY. WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 •'. STATE •4 ' CRUM �' INSTALLATION. 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD t7�`' ,FlO �' ,n/n' MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC ' ---"� IL.E_C O INL- GLOBAL PROTECTION PRODUCTS, U.C. mOT; flENSRY OF 0.55 OR EQUAL. *" /OI\IAI. "Y�f� 1t�L2r IEaT11W a plow GO,RAMr am S.w, at SOW "fif"N1111"A, - /' �"`'i7 �•sar.. 9 wloa «mA. n. at+w DMIX. FL 33314 2C-17S t :. M-tab .. I (YIN m-us, NaWL (PHMm-7a4a. FJJO (ax)eN-arn a„r uT.i4w10 a•. sa x1W n. ,WrrL IUW flRnwl9 K« P.E 5fA4YalaNATWE/OA,E CA-000671a - IW74i A 11UJT Nt PE. , LI 11 OAD.. ,q . a1NlT 1 a',11 -l-r i U C .� -11-- � w dj W U O 0 ICU 0 = O LL _ V! O ) C J / : " ®. Ca U L. L ii W SHEET NO. SH 13I ) C J / : " ®. Ca U L. L SHEET NO. SH 13I a a END CLOSURES bETA1LS FOR INSTALLATION IN POURED CONCRETE. BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. CONCRETE. LIFE SAFETY & E-2 y�►NG STORM PANEL i1i SYSTEMS i 1 1 DR Vk77�5 ems.•' rx;• w000 F'P�.WE� Y APS• Jie! N-1; p1 1AAX. AS.R MA1(1lRR# ANCHORS SPACb4O FOR E.D. = AS SHOWN ON SHEETS 8 a 7 �'PDro •i }y,XM1uM .ems ^CD W^'' C- _ VJ CV W U L MAXIMUM A.S.D. DESIGN g £SSURE UM(G(p.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE O Q O 2 FORREGULAR STORMPANEL INST LATIONS INTO r NCRETE g CONCRETE BLOCK STRUCTURES MAXIMUM A.S.D. DESIGN PRESSURE TING �p.s.f.) AND CORRESPONDING MAXIMUM -ANCHOR SPACING Cu -0 ALiD NP F0 t iNSTALLATWNS As PER SE4�itONs t THRU v, ON SHEETS 4 & 5)SCHEDULE FOR REGULAR 90RM -1--+ a (YAL(0 ONLY FOR PANEL Q INSTALLATIONS AS PER SECTIONS # THRU B, O& CONCRETE BLOCK SMUCIURES N SHEETS 4 5) � V c * � O O O L O O LL - .� �E O�A /�� �V O VI .- O fA ��/� L L R.F O .- U 7di ] d - SBw it A ASD. DEAN LOAD MAXIMUM LOOM SEE AS•D. DESIGN LOAD � LENGTH EL 4q PSF OR LESS V-8. 40 PSF OR LESS ? 40 PSF TO 50 PSF 6'-2" 50 PSF TO BO PSF 5"-i4" > 40 PSF TO 50 PSF e'-Y > 50 PSF TO 60 PSF 5•--10. . d.MAX. PANEL LENGTHS ARE 0 VALID FOR INSTALLATIONS A MAX. PANEL LENGTHS ARE ON Y VA1JD FOR INSTALLATIONS W/ SOLID SET ANCHORS dr W/ SPACER AT t2 7J2' O.C. enrrH++lnnNrrNr0014611111 W/`SOLID SET ANCHORS k WJ � SPACER AT 12 7/2' O.C. A. A. Tk CEN '• `� $ FLORIDA BUILDING CODE Hon High Veloci Hurricane Zone : VGENS •, y FLORIDA BUILDING CODE Non N(h Veioo Nurricone Zone r d , ., o7DYP INC. rr iRr[ea«... r : t#aPa ia113a,WC, d Of _ 44167 = a -._ 24 tY GE GALVANIZED STEEL STORM PANES MMaN sn - 4.44167 24 GADS GALVANIZED STEEL STORM PANEL DRAWN -Q �' GLOBAL PROTECTION PRODUCTS -a • TE - IL. E �Pi tNa, r LLr . ae,r STATE O� (L c. GLGB1lL PRGTECTffiN PRODUCTS, LLC. ¢nic i q D#1 4eDD sw 6t min s 9 N 4aDD sw. Ji s ePEr 'c!P�ie� - * .� - / TeLn e: .66WVRY 00 & !L SJ31f $ F%:'• ,'PCOfl{Ot`,e'• + TILLT. • COYFAM'r IMp1f,..R J35,4 y �. , QRIa ;.. xx ar[ ,L e. Ps, PR4Rt eaww.. R JR« 20-175 y , ,Ln tR RI. ax m taa,M a,Iae.. a 3.. 20-175 s, ,...,.. �.\ ` - /e=a: wa a,-,qr. t :TJriD an-un PRafE� (86a)e8a-73ie. nW (ab1)ws-ai$7 Ty / •.••• wx•.. txn a� -rm. M1., (7M7 o,-Uat w101F: (WMNKN-7341i FAX (154MV11-fin ■� !67 A'RIdJt x "1. '''lrr p /51aWi (ta4T% 7E: wR.iR A . R1: ,": ,q F •x ¢RayW Na: +AtT �(F�1ijt + ltiY ,ORiIkFaE ~ �� tea, sr NF v� - oMwlf° Rx. Y001#1FLORIDA I ta11PT a or It t tt-w IaREi tD fe kn INS�A�ATIQ�,OETAILS FOR LIEF SAFETY PANEL CIS MAXIMUM A C n DESIGN PRESSURE RATI ` AND CORRESPONDING MAXIMUM ANCHOR SPACING MAX lNZ R� ��RETE 5?� GONCREiE 9LOO�G STRUCTURES _1+ SCHEDU FOR REGU AR STORM PANEL (1) INSTALADONS INTO WOOD STRUCTURES t/4'e R 0 V dbwRG PDURm ,/# a TAPCQN CONCRE POURED AN a TAPCUF(. s1 He poUREO 1/4'e TAP(�N aG FO NtED ANCHOR O 9' O.G '""CONCRETE OR ANCtOR O-$' O.C. CONCRETE OR ANC}WR O $' O.L OR ANCHOR a 8. O.C. OR {VALID ONLY FOR PANEL 10MSTALLATIONS AS PER ALTERNATIVES tW TtiRU 4W, ON SHEETS 6 & 7) CONCRETE BLOCK � CONCRETE BLOCK y CONCREtE BLOCK � CONCRETE BLOCK RECJURtEO. REOUiRED. REQUIRED. RE41)9iED. _{J �z [ 112' ,l4' t/Y `. 't/#. T_.�. IJz• ,, J4. �-"_' 1/2` �14. c� Y DESIGN PANEL mu ALTERNATIVES ALIERNAGIVES f , f 1 tMw C) If RATH it E.e I OF THU E,D'F ' ( EA-e f'. I E'7'e ; L�F Q ! Ll r.. WOOD ;/Jr�A,''JJ .r 1 i 1 CIO U- 1 1 1 1 1 1 1 t iC 1 8 7* Mn+, t ( 1 i X 1" MM. 1 p �' ". R (� ,. 1 i g I 1 1 1 I kRAfi •--SEVARk R-.�-5EP OF4 N zW zw I I 'A Pa, EL - IffTBiiAB T TO Ot/55, i. b G(ASS. f� STILaf:Ii 1 !-L IX6Ti S BOL15 w 3, eats w ilOLt4 w ExiSTt CUSS aDttT w iYr1J1 I ��m� PAP EL (AASS a___. °�.,1._._ AT u � G1A55 �._._. �_ ,. ._ AT G � CUSS � t_,..- A7 FA r - ,.___:.__- ORE iDN WP8 i $ / i = ii ( la1NM1 aMar Y-e,) - 11 - .'„r`_._" fa nMF7. 9 -: i i i tOPaN atal 7-47 l a. 1 1 I °-i- t I a 9 4 d . �._.. n � 1 R i T a - "I.' M '(:''MAX.. n l.^ � ( nx `L' MAK13' 13 1 1 i 7L __. R L.ENGFH -� PANEL Y.EMGTH PkN0. LENGTH PANEL it 1 '�-�-^r-'-�-' n b* PANEL LF14G (0 a _ _ _ _ fibN y A 5EE.H ET12) `SEE ELEVA _ 1 '< SEE ELEV T14N a I ( ii SEE EIEVApbN ( ( ( II 1• Mtn. __.. It ` 7SN SHEET T2} f E ON SHEET 12) -at• Mlrt. i . ` DN SHEET iz) 1 # ON SHEET 12) ' If-'-SEPARA 1 E R t I i ry--SEPARATK+tt I it i '-11 (/% i ! _ i 1 0 Tt1 GLASS. I g _ 2111 p TO C1A55. ; j 1 E li g 1 ? i I I t 1 t t 1 1 e r I TO tf ✓ s 3 {D I i c" fi-"' 1 �? S i i I 1 1 I 1 4 ED,• 1 I E.D! I Eti.e I g E.ae 1 g + SEE TABLE t FOR MAX. AS.D. DESIGN LOADS dt MAX, PANEL LENGTHS WHEN SPACER IS ' SEE TABLE I11 FOR MN(. AS.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER IS l i i - ( 1 ! I j € 3 ('' •°- USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 t • n,/1 ! j 1; I • a,/roc; 1 1 L.wCC r 3/4' __!�`-SXwNiWING NUT AT tt vM,S. EO ``-- rwJl 4•R.s.. Lr .�- 1.e.` A r 4 4 e it 1P�oc, i z "oz Q fl3 % TABS It /;'e T !J<e TAPCO )j#'M TAPCON �I 40 TAPIXiN v , AS D. DESKRI LOAD �LENGTFiPANEL AN(JOR s $ o.c. ANCkOR e 9 o.c. ANC1roR a a' b.c. ANCHOR e C oc. Q. e W EXISTING PgNtE6 CONCRETE OR 'i...E,%�FSt�I_NC POURm CONCRETE OR i E7mm PMIRED CONCRETE OR �t.(K'itNG POL'REO Ca(CREFE bR > --CaNCRETE BLOCK REO18RE0. c:LRwREiE BLOCK REQUIRED. �L'ONCREtE BLOCK REODKRD: CONCRETE BL(1CK REDUIRED. 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF 6'-2' . SECTION R-1A. > 5o PSF TO Fi0 PSF 5'-t0' O REGULAR PANELS O i t F� �xIELsuam!t uFE SAFEnf� PANEL A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS WALL MOUNTINGS d - ----- --- --------- ­1 6 BILE I MOUNTINGS SCALE 3/8=t• u1WHMpNr SCALE 3/8-1` 6HORS h WEL % 9 St B} fiNry� I _FPAALE ID OR PANEL L,nO CPLUS A..r/jug' ,'iP•A r/ul ucEN' �Q�''VGENS ✓9 s FLORIDA BUILDING CODE Non Hi h Vetocf Hurricane Zone} No.44167 £ FLORIDA BUILDING CODE Nan Ni h Wloei Hurricane Zane •p STATE OF * s omma Tatua• 24 GAGE GALVANIZED STEEL STORM PANEL y'EN �y. 44167 = °'�01160 " 24 GAGE GALVANIZED STEEL STORM PANEL °'' s!' 4 `: - Dow er: S*: of•, ATE * I C O Flle. GLOBAL PROTECTION PRODUCTS. U.C. Q7"'CAM ,FjDfl r IL�LOBAL PROTECTION PRODUCTS, LLC. °' a .,� •. * e ,sw s,w sT snimS�[! +mo sw 5f s1 us - Op •. L)gi0 t1 xa JR < w. Jt ue r Pawwa n an.r oaW n J3Jt4 _ AAr/ NA4 ) taut 4t cote LAME n =14 ow ot-,w PNOII ; (9s4)sen-Jbw m (104Nef-am 20 175 r/NHtnFlftt rzR PL M. iw PAraw weef A n nt 20-175 s`scA-ao°tits .w.r� Fw1 DRANNONa. / .•.ww,.r.rr... awe rw ..+, vrr. ws wawlax�: hrn Hh1lttAle` "Ttr ra+' YNLtEA A Ta1R Y,I'Lomm. ►E , � +*•w . 'N,.. xa mr.. rNatty Cmyaes_7s.s, PP (fs4ksl"eTfv Ni y ow tt Dr,eLORIDA .. ,a «, INSTALLATION�D ,TAILS FOR LIFE SAFETY PANEL n1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTU ES t/4•0 TAPC, POUREQ 1f4"i TAPW11 E111fiTK{G POURED ANCHOR a 9 04. `�CONCRETE OR ANCHOR O 9. O:C. I CONCRETE OR .. pLOCK REWCONC,. ETEBLOCK MAX.MA% EA • I II 1 1 1 1 EXISTINGJI 1 1 x•..R Alt O GLASS, eal3 w 3 G1A55 ¢-___..__„w. AT a SpL1GJ i Ai FA s 6-._...._.,m.__ =RF O.B E 1 I tnt R oel+Y-a'} O aflx 2 MAIL � L 1 I n _ _.. PANr1 L7](GTN It-" R"`._ e• PIfFR:L LETJGTII (SEE ELEVATKN+ M I (� p'-SEPJSfA,.. 1 ON SHEET 12} tQ G t e i.i 4 LASS. i s>~� , �1 I 1 �.J i Eti 1 I G .POURED EA.j^ 1 COSTING POU 1 OO5t$1. _._i : U I •�. 1�. CONt11ETE OR - 1 CONCRETE OBLOCK i 'c7 CONCRETE BLOCK .� g Rm a1ED: P vt Dc REanRm. �l (eLYa a) g [ / • O L� 1/4'e PANF37MTE P t/4 ! PANELMATE PSUS tom... ANCHOR O 12 1/2A O.C, ANCNOR(BEYOtib) �I.I A miP.Y wALt M19UNTINGs SCALE 3/11=-1- C/) M� �j1�1pt1T/jL ry PANEL W �: UGENSF .� W i FLORIDA BUILDING CODE Non Hi h Velod NUTricome Zone k ; * I * e o2ozD DLma xc 24 GAGE GALVANIZED STEEL STORM PANZ( y'O Q z - - _ - a. STATE 0�^�--' Z -,oe� • �LDRtG� . � I L�ide. GLOBAL PROTECTION PRODUCTS! LLG. ¢,¢c 4; ° T 1w" R aw cowANF 4e0o sw. s, 9 RFEr ''N /ONAL E�P1 % PR. a r saA w�Ru aPaPPu un,r n a a7316 FAA nt (u4)/ewsm 20-175 L, t>eri n ,.>0 4Rn (P8,)Pe9-Z Nr4N1NMIN ..".N www.*.n as r ran. AP, v. w ww.w. w[ awrwD rai Q rA-aow ..I PE S�(aaE YIIL191. Ate MLn /Jr„ PL , aP tf.fa a A t.. sin u.#ia SHEET NO. SH 1.4 DESIGN a FEMALE 70 Is 1/2- DESIGN Tarm Cn 6 1 ON SHEET 112) WOO OF T HEADER WOOD FEMALE 70 DOHDAM LIS of 10, WOW 4000 ID WHEN SPACER � IS .USED. SEE T -/t FDR MAX AS. WOO ".am E-11 SEE 4[fl$ le! -tetDR ANCHORS TYPE k SPACING aN+ M4STMLaIORS Mfp w000 FiWIE 9lRLaMG6. IRIe1Ae1 ANCHOR SP,IWILS' AND MAtP4[N EDGE DISTANCE ARE ROIG7EL` O('1 Tffi$ SCHEDULE FOR ED. LETS THAN MCK.47ED OR SQiWIttE REOI,CE ANCHOR SPAkW BY MtA.7PLYNC WAOpiG sHgRr1 ON SEtiEAlti BY irai FOS7aeW0 FACTORS. Tall ,Rx oroNApoN Ttl $E R1DUCm SPAOaq OePa1EP OSR1G FACTOR SOIL NOT LEST THAN IWRIrJ1F sPrcO+D PIDICATFD MR EACH ANCHOR TYPE aw pas scREoIAE. i/4'� t/1'a ANCHOR 1Y1[ 7AFCp1 ieiMRl, Aan,ae !!talc (w•) 3 1 aWMMRrOQ DI,,,Ialx (rt3 ] 3 Ilar„Q eeJ •wP awls W 3 3 , P / ACIWI ■i 1�1Q � Oslo• P Tor w, - J• 31 - MA%. A.S.D. PRESSURE +LVi1MUM ANCHORS SPACtN4 FOR ED.: AS SF10#YN tW4 SHEETS $ a T APPLICABLE � a ANr �R MAXIMUM LENGTH TAPCON LAG SCREW PANELMATE FEMALE ID PANEUNTE PLUS �SFb� t3' 13« 13' 13' 3 W iTOP) 13' SJ' iJ' 13• a' iW (BOtTOMj 8 1/2• B I/Y 6 t/2' b 1/2' $ t/2' {tQ+) 6 1/4' 72 1 /z s 1/4' 2W n07T.` ( 3 71 2' / C1DP ) LEST. 7 t Y - 3W TIOM {BO 11' t3" w jiW"). #45 - {ff TO #�, _T5 ra• 11" 13• ia" ta' 4W i3' 1W {TOP) tY 1S" 8 /J4' iw (BOTTOM) a t/2" 8 1/2' a t/2' 6 1/2" 8 i/2' (LOP) 8 72. 8 4' t / (Barr.*) 4 1/2 ' 3' 7 1 2• / - 70 r-5• ff• s y!�` e« e' - ]w (etnYDM) t3' 12' 17` t3' S iJ2' W'(TOP) 73' 13' 13' 13' ftl' W(BOTiOM) MAX. AS.D, PRESSURE RATING (P+e.£.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW kPPLtckBLE a � MA7ti14UM P LENGTH Ht'). MAX. A.S.D. GN PRESSURE RATING (P'e'/•) M11OIiUM ANCHORS SPACING FOR MIN E.G. PER SCHEDULE B0.01Y MPI/CABLE � a � OPTNLY} 1AFXIMUM PANEL LENGTH .L. TAPCON SOLD -SET � PAHp 3AATE ZAMAC-tiV1.R1 C/ILK-IN TAPCON SOLD-StS FEMALE RI P�HIS� 2AAUL-MNUN GW(-R( Am COMCroII[1E: 1n mKIEIE M i91I06R Po COARpfNTOrt QF.ticM ,y Te. 70 70 to DrAiaiDIE m to fiEE fitlELT it FOR ANCHORS TYPE R SPAGR}G FOR MSTALIATaN5 #}ft1 a00O iR11E BUaDMF3. • MMWUM ANGpR SpAtYf55 AND 1111Ya1M EDGE iX'aiANCE ARE NOIrJ,l® 4N t+�:t,gKOWI. FTkIEA. HEST 1+MN /atKY3Fb txt scREaM,E nEot+cE ANCHOR swlaw Of 14Af�.Y1RG 6PACt10 s,Itlax aN Sa✓g01AE 91'TK Fi%LOWNG FAatORS. i0ft TFRS OPERATION TO BE Pt155btE REDt+CEO SPAaRni 119URY,4 I151N0 FACTOR SHILL NOi BC LESS 1FN1i tAR41P11M SPACeiG vaxSlltEO FOR FApt Md+DR TYPE aN arts scxEowc 7!#`+ tl4'. il#', 11NOti0R IMPS 10PCD„ $bt7D•est zM.ro-rrAM-c�ua-N� LaFyWUM ANCHOR 9PACMt4 (Tad J ! J 3 P 1/1" 3 ,!P e,fTAeCE B•0.) tPID[ - s S JP• 3 ,/3' 3 t!P 3 ,/3' + - ALRIItL ®BE GBB•Rt E2), FACTOR , t _____ ax, .....� T 3• �� `" " SPACINGS ONLY VA .----.---a�-ANCNWtS (SEE SEOTIONS 4 ALTERNATNTS ON SFiE£t5 73. t#,. ib aid}-- y�} 3, R-1A/t3, R-2A/13,,R-3A/14, R-fB/13, R-SBj13. R-3B/14. � R-1AWj1S. R-2AWji5. R-7JAWjte. R-#BWjtS. R-2B1Mj#5, R-3BWj7B; t OarV i 4 0 _ o a � c o� c� I t I F i i : + • is , i t PANEL LENO7r � 9 P t'- S OVER 8 s I 1 '~� I � ) i I i R R P t REGULAR STORM PAN d-8' O +40. -{OA - .T: g g 1 S EGULAR ST(MM ANEL ' f ; EL �.. 0. P.e i i i _ (W/ OVERLAPAID PAt(Fl IiHGfF} BOLtj g t { f I 1 t r sD .a LIFE SViI� i P i 1 i , I I O OVERLAP M O PANEL lEt(GTN BOLT) I nr n r �1 px t i P t _M L15E 2'-8' MIN- PANEL LENOTN A1. 1(011AtfWCS L I I s, . eats W � 4 s g I i ¢ s i 3 1 1 I I t i € 3 I 1 AT EA OVER i c I 3 I i �+ 1 g t t• I It € t u �� 1 i I i I ---} 1 ( i� 3 f D,M„ PANEL BO INSTALLATION„ DETAILS. FO LIFE SAFETY PANEL i'1) INTO WOOD STRUCTURES D HEAUEB �{� WOOD MAIL A.S.D. PRESSURE RATING {p,ai:) 4(A7W11X1 ANCHORS SPAGiNG FOR iWN E.D. PER SCNFOULE BELOW APPitCABLE MAxlMttki LENGTH tT1:) MAX, A.S.D. - P RATING (p....i:) AWGMUM ANCHORS SPAI,3PIC fUR A$N E.D. PER SGiEDtA.E BELOW wPLtcAalt TO it a ANr � M171M1M LENGTH "L• (tL) TAPCON SOLID -SEE PAl�1)ARTE X7 iN)AS TE y�_NAILIN .CALK-R( � TAfCON SOIiO-SE£ P IQPLUS PIWELWtE 71YMC-NNIA1 OACK-W m to aaaWLte m C{IfIEILtE to ODNLMiE ...• sax �elc ea7071EtE m OPIHELITIOH to To To 70 to ..pro >+53,-85 7O +7d, -73 ^.: 13 !t • ^.. 43 t3 73 `.. 13 t3 23" t3 -.- f2 - 11 y f0. 1 s-a' qC.. � +73. -T5 � #7fA tW.6 13 S 1! #O 1 2 / 13 ' d 7 is /Y 5 t/Y y._y. 4R 1Fs5 4J` t3' }S' 93` 13' t3^ 13' i3' (80TTOAq t3` 8 ijY t3' 73' t3" $' 11" 9' t0• 7 tJ2`, 57` e' 1 (BOTTOM) 13" t.' 1 73` t3" }Y - 73` i3' f3' 73' t - Y 1 } 10 ' 2 (TOP) t 3` S' 1 3' i0 1 2- / is, 81 Y j 1 3 67 I 2 7 1 Y j S1 /2 71 ' 41.2'2 / (TOP). la" tY 33" 13' 73`- 1]' f3' tY t3' t2` t3" i0 • 2 (BOTTOM) tY T' 13• i' 3 1' 3 8 1/2- 13' A t YtOY f /2 7 1 /2 13 S 1/2* 2 (eo1TDW 13' It. 73" 13' 7Y f3' 13` i1' 1 2 * 3 (�' f3` 7` 1 i3` 73' 9 4 /2' - 1] 4 1 Y t0 t 1' 7 1 11' d" 3 OP - 2 iJ2. 12 //2 b t/# 8 7J4 2 1/2 12 i/2 8 tj# 8 1%4 J (BOTTOM) f tj.. 3 (901•f0P1) e' s B` e' n� a' e• a lj2" 7' s' e` ; 112' ; (TOP) T• a• n' n #Jz• r 3 SJY x ;" ; i/2' 1' a t/z* 2 T/2' # (TOP) jr # (BOTTOM)' 13' Yi" t3` 13• 13` 1T 13' t3' IS' 13' it` IJ' t7• 13' i1' 13' 73' 1]' sY- iJ• ia' 1 (BDROAi) /1• T t3* /3` 13' 9 i/2• t3' 9 1/2' 0 lf2 T f/2' 13' n" S (BOTTOM). 73' 17' iJ' 13' 13* IS" 13' 13' 53' tY t7' 70' n (TtW) 13' 5' _ _ 5 if;•.a tf4" 6 1/4'.. b. 1/4• S1/4• 8 t 4' b (BDTT ••) 6 1/4' btJ;` 6 i/#". 6 1;` 8 1(♦" a t ;' - - a }j#• 6. 1/1' a T3 , 7 1: t3 13 .:.. iJ� ... 1Q 73 , :. TO t1 a ... 73 i. ., 6 /2 crop) >y,_g• TO42T/Y 8-# 73' S ' 3 04 " ./2 13' n 4' 1j T3 ' 413" j ]#-.y`.y / 1.' %2 t" 3. 412'T J (TCP) >n,_e• TO T-S• 1J" 7 }fY t3' 13• 13` 0 t/2' t3^ i0 1f2 it t/2 t (BOTTOM)' t3` b if2". tS" ,3" is 9" 7J' 9• :. ttl` 7-1 /§" t3' e" 1 (BbTFdq' ] %Y IV— 1 3' 273" n 1/Y 5Ij2' 1J' 4 7/2` 2 (TOP) 1J' 7 Tj2' 1]« 1J' t7' D t/2' 13' `10 Tf2 1t 1/2 8' 2 (BOTf014 t1`. T iS" 73• 7}• 9 t/2^ 13' 9 lf2" U.tf2" 7 //2' 13` bt/Y 2 (BOtTQM} t}' 7 1/2' 13' 13^ 13' 'lq t/2' i}• 0 t/2 1 if2 d' 13' 7• 3 (TOP) t}^_ T t3' 73' 1Y 9 tj2" 13' 9 t/2' 10:-Tf2 7 i/2' 13' S' 7 (TOPj - _ 2 tf2*. 2 i/2 6 i/4`8 }/#• 12 1/2' b t/#` - - 6 lf4` 8 1/;• 7 {BOTTOM) 6 i/4' 8 tji' 2 t/2' 8 tJ#' - - 5 ij;' a if4' 3 (BOiipAl} T t/2' S 11Y.. & 8' 7 if2`ff' 3 1/2` 7". 3' 4 (FQP) ?« 3' n" ,5 ,J2` T J #j2'. n' ;' 4. 1(2' J' 8 fJ2' 2 if2. 4 (TOP).... r � 6. e• _ a. _ ; {ebrTor) - a ,/Y -• a- a/z" - T' - ; 4BOtF4M} 11` 7 tJY 71"...t/2' n' 1d' T" (iGP} t3" b if2' 73• 11* 13" 8' 73' 9" 5 (TOP) TJ" 7 iJY 13' '. 13" 13' itl 1%2 13" 10 tf2: 7t Tj2 e`... i." 7" S (B07FOM). t3' T 13" - 13" ti3" 8 4j2' t3^ #II tf2` t t/1'.. 1Y tf2' t,}'- 8 1f2' 3 if2" 8 ;D¢ Sr1EET , i FOR AF%'110R3 TYPE a SPAaM16 MR ei$TAIJA71DtL5 Mfa WOOD iR111E BIROWG^u^u. wwww Ai1OlgR sPADtt19s Ora w+ww me fa6TANCE ARE x+wcttEo ON rlls s,xlmuLE MR E.D. LEST T1W+ INDICATED ON SCtIFDUIE REdtE AtCtaR SPACNO 6Y INLTtPLYaiD ePACIMi SHbwa ON SUNmLIE M INC POL3DINND FACTORS. FOR tHS aPEMllgl TO BE POSSIBLE, REDUCED EPK1N0 ODka1ED ,7sNG FAG10R SHALL NOT BE LEss THAN aRaAR1M SPAdM6 IhDo02TE0 FOR rActl ANOt10f€ itt+E ON fi+B Srle01AC 1/41 t/4•s 1/4•e . 1/{1. �;i -tJ♦*r �� �. : tMagll suu°-sn ^�� rANw•+NAM rAuc-w )aPAM ANCHOR z"ACRrc Or.) s 3 I ------- SEE slGxrs to a ro FOR A4XilabS AtLCR+tlR riPc 1f4�' rmE a SPAG/✓wi troll MSTNur7DNs Mra tAPcea w00D FRAME IINeRW, rNG+D11 ePAaKo lw*) f MMMUM ANalatR SPACINGS AND McIMUM EO(R: 08TANCE A1tE IND1GnF>) ON THIS 4.a,.MMyg� {tC-wW CH:3 3 FOR E0. LESS T1lAn 1NDKJ+Tm pnw,tr laal `ant„b ixk (N3. ] Q,I SCHEDULE REDUCE ANLi,tlR SPACING Iry MtAppLYMG SPACMG s+rowN 4R' Afa1PIL l.OE YIINIa praj fAGOIt 5C1ROUtE By SHE F174bwRiG FACTORS. FOR THIS OPERI(T7gM TO BE POSSIeIE, t t/i' a.JB iM9717CED SY;1ixt(0 09TNNFU 175Bi0- �- Y z Y gtll FACTOR SIMLL LOT BE LESS TFUfY ,..,.._ MIRPaAr fiPAaMc 7NDICAi[0 Hall EACH 3• 1}W ANC}pR TYPE ON 17+15 5CHEOIAE - OR 1 INTO WOOD STRUCTURES �t i � .g WOOD HEADER 1V00D HEADER ,SLBRED TiEOInRW t 4'e IiWCON CNOR O 9' O.C. / t Min' / ! 1 i 4 (�� t p� ti 1J4 s-ntxt` �G1.A55� � � w I pi S U talc ml Rv6. -11 n I toatx oWx J•a; U -t -- -- _ 1 n 1 u , Lux. f ---•-- PANEL LENGTH 8• B PANEL LENGTH _ 3'g 1 (SEE ELfVA17Wi (SEE Ei.tYATON U ( J{ ON SLIEST 12) "-`--' ON SHEET 12) � � i { t 1 t € II--SEFAAATt j� GLASS. • 1 � 'WA55. 1 II i 0 I W2 I 1P t/1" tiG k E0. at j 4 t i7t I I y ( 2'x4` /g4JLT' OOrr (END 'EL) 1 SEE NOTES 2, 3, 4 I( I • INTERIOR PANEL) 1( • I (INTERIOR PANEL) i i 1 i I fINTERIOR f _� PANEL) I } (END PANED ALA 1 SEE NOTES 2, 3 4 BOLTED PANELS w/ i/H-2W i SS..601.7s wj{i� d EA, gVERI-AP r ISECTIONSI ASiAPPL,ICABLE) TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t) SCALE: 3/32"=1" \il _. sfa- Nose GAP JGtrlIV 1\ N-M SCALE: 3/32"=1" f- 40.0 p,eJ. # LAST PANEL(D TO DE INSTALLED AT EACH OPENING SHALL .ALWAYS BE PROVIDED Wl RE'AR DLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FRHANOM INSADE OF STRUCTURE. NOTES (I)- DEF1�NmoN of SERIES 200D: E-2 HANG STORM PANEL- SYSTEM CONSISTING OF PANEL. + Cant. TRACKS TOP'& BOTTOM. (2). END PANELS SHALL AL11W 8F CONNECTED TO BOTTOM TRACK -OTHERWISE A STOP :BADE 5MA9-L BE PROVIDED, AT TOP OF SUCH. PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4 e-20x3/4 M S W/ 7/8 00/32" WING NUT OR i/4"ex3/4' M'HI THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATRIN OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES Of END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO. PANELS SHALL BE CONNECTED 70 BOTTOM TRACK USING SPECS INDICATED ON NOTE (,I ABffiYE. fit SUCH CAS£, CONN£G`fiJ(7N OF PANELS TO BOTTOM TRACK RIAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 Tn.p•t. ENGINEERING RING ENGINEE RIND _. Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels ENGINEERING EXPRESS® No 33% increase in allowable stress has been used in the design of this Product PRODUCT EVALUATION REPORT Separation from glazing Is not regratad for Installations outside of wield zone 4 and dlsseL79ai facilities. September 15, 2020 Impact Resistance: IC8 i7 9 Application Number. 86 .1 - R2 Large Impact Resistance has been demonstrated as evidenced in previously listed fast T and k 9 Pa Pr N eport(s),. EX Project act Number. 20.31543 1 accounted for In the engineering deli of this product. ' ng n9. 9n pr Product Manufacturer. AN American Shutters and Glass Manufacturer Address: I DonnaRoadWind Load Resistance West Palm Beach, FL 33409 This product has been designed to resist wind balk as indicated In the span schedules) on the - respective Product Evaluation Document Q.e, engineering drawirgi). Product Name 3 Description: 249a Galvanized Steel Storm Panels Large Missile Impact Resistant installation This Product shah be Installed in strict compliance with it respective Product Evaluation Document P:e, engineering drawing), along with all component noted therein, _ Scope of Evaluation: Product component shall be of the material specified in that product's respective Product Evaluation This Product Evaluation Report isbeing issued in accordance with the requirements of the florida Document Q.e. engineering drawing). Department of Business and Professional Regulation (Florida Building CommaLslon) Rule Chapter Method 1 product noted has been 1G203.IXT5 RAC. torsiafewideacce acceptance .The t 6 d1 Wa per ( p� I' f s Limitations & Conditions o Use: tested and/or evaluated as summarized herein to show compliance with the Florida Building Code - Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Cade. Use of this product shall be in strict accordance with the respective e Product Evaluation Document .e. , Re-evaluation at the product shall be required following pertinent Florida Building Code modifications or engineering drawing) as noted herein. ng n9 fig] revisions. 1 be designed toresist- ah superimposed sand 1 ba ota material All supporting host structures shall bad she) ng g - istedn thisWoduct's respective anchor ScHostariots, .SITUctuTa cand%tina which areW accounted for Substantiating Data: In this product's respective anchor schedule shelf be designed far on a site -specific basis by a registered g professional engineer, • PRODUCT EVALUATION DOCUMENTS. i components h are permanently Installed shah be otected against corrosion cordarranation and At n which a Po pa tiY Pr a9 , EX drawing #20-31543 tftied `24go Galvanized Steel Storm Panels (HVHZ 6 Non-HVHZ)', sheet 1.5, other such damage at all times. g - prepared by Engineering Express, signed 6 sealed by Frank Bennardo, P.E. Isanintegral part of iflt This product has been designed for use within and outside the V Hurricane Zone prod Ign High Velocity itIVHZ]. Evaluation Report p0 . TEST REPORTS Respectfully, t )n accordance TAB 20 test standards per test Uniform static structural performance has been tested with 2. s fforrTle p pe - raPo d s) NBT- SG-17-001 byBlackwate rTesting, :Inc. - Largeperformance h in accordance with TAB missile ad resistancesand eac loarN rto as been tested Impact cyclic loading pe 6Ln 201and TAB 203test standards pot test report(s)718T:ASG-17-OO1by8laekwaterTsang, Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering ralcutations have been prepared which evaluate the product based an comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans ENGINEERINGrank Q, PE 3. Minimum Glass Separation ENGINEERING EXPRESSO 4. Anchor Spacing #PE0046549 I Cert. Auth. 9885 160 SW 121X AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 1.2TA AVENUE SUITE 106, DEEAFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINe ERINGEXPRESS. CON TEAM 0 ENGIN ev RI NGEXPRESs. EOM E NGINEERING EXPRESS.COM. E N G I NE E RI N G EX PR ESS, C O M. i ,AiH$af"[ vc hu TK a 1 nrJ t p x IJ RI. sfi S ja%§9 KfiPIFdlgr :1 C1111 F e , i O N PF •'1 p y M I; .! A ki i rrG tt" 5. L,1 ie 1 nW qF� r u r U a15-' el J-a s4l ry # K N w - W 'TIT i1 O- pp W N F fi O +r s. 1: •t; n:e" to 3L S•.IJ arLl I. i N dT H T - 0 WtJ n. 'PNAT-6UN1M)IIT - -J_ !k- ':t`t•R`tG3.1].::,F- � HCCR]NG R00R OUM SCCTION .-NA W � d P'" ". g w -. ALNW 5_{Rbli lit O L NT - Mtn Pr:n.v;; - p 61-li:,w,-4N.-Ili. NG^� :U .OPTwxpLTOPraDiTon cIoSURE D_ Act E � /1 Y IRM.KfUINJf3 NxlllI M1HJ IOH _ 4NAINIrPN11(1ENNRfeOFE: 2Q-31543 IA@aOCpP1e0N[ '. 5 INSTALLATION INTO DUAILS FOR POURED CONCRETE, CONCREJF rREr6POURED. SERIES 2000 E-Z HANG $TORM P NA_EL BLOCK AND WOOD STRUCTURES i13 Oft 1 4Y TAMCON a CONCRETE BLOCK ANCHOR O 12' O.0 % a".'•� 1/4"4 TAKW .•,-, ANCHOR O 12' O.G. +` 1�-'."p'' 14xl' HEX HERB TEN f ' CRE'N iP 4".TRAM I OF j WOCO FIEWER . REOIRRJ O �y ,f. 1^. "14x1' HEX. HEAD TEK ,ir� .S'CRFxx O 4. FROM d EDGE OF 1 .EDGE 12 �N" r r ,f l M tl4"r 1 sS. BRLT6 X f tom_._._ rrrA s I ,mI 1/2 Ss- ears a a, ry 7' t rv-) ) R 1 ATII, E)U51N{G_ Ii� Ot GUSS -"I j ,_. 3kua ..� E%S5t)NG 4 O GLASS, TO GUS$, 1 "I I INUM POP CLASS i RNET ( p t �. :RIVET 1 1/Ps-7e�.,,r•1-'B _ a I e'-0' w_ a MAX """�."'�"l +•^' % .l PANEL tENCTH 1 # Qaors'N p PANEL LENGTH Is I it 8 rO CLASS. { i F""SkPARAiKN{... B TO GLA55.. t '. TN4U62NL'W"sox S1CN OF11,`L' _ p 1J' A 4"e-2a4* OF I UN + TH65CREW 1 tI i tl I f I x '3! 4 7 , ANCHOR 9 12' O.C. 1/4'tiI TAPCON ._.".d NO POURED 1 I i S F '. 2'x4' WOOD rj'' AP1..O {{ UTE REQUIRED ORETE BLOCK .REWIRED. x . WALL MOUNTING SECTION ETi SCALE 3/8=1' WALL MOUNTING ALTER{JATIYE IZIN SCALE 3/Eg1" 1�yyNFINN/'0 ;A s....... ..... . FOR MIN. PANEL LENGTH SHALL BE 2'-6" } GEN c''• FLORIDA BUILDING. CODE (Hon High Velo-Ity, Hurricons Zone) :" o.44167 - # 1k 2 aziin a{A 24 GAGE SALVAMZED STEEL STORM .PANEL 1. INSTALLATIONA ARE ONLY VALID' MAX. A&D. DESIGN PRESSURE RATING +/- 40.0 pA.f. AND 6'-0" MAX PANEL LENGTH, 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD -*: ,o.• STATE:O : /Ij •. IL E fr tMe. GLOBAL PROTECTION PRODUCTS, LLC. �� O,/,: '`LORt4 nurT csT-4-'taro a LidaIRECRner cwlP .em s.w. st STREET D`vE' n'Su mlz7lzmD JLN1E MEMBERS TO BE SOUTHERN PINE No 2,W/ SPECIFIC •-•.'�°" ��t�h)¢ ,., •`+t1 Puww, A71:! all-1Lp. rs.: I?I#i md.55R P[IW€: {W416DW& FL FM (ea4)eBv-N74T 20-175 DENSITY OF 0.55 OR EQUAL. n,, Ga-oBn6TAa.' F1NIt11Ndt .n':. Pa••ar.. +•N. ..;„ I•I.N•' J.II - UAE/iY,1E iWN.TOd A Rllli 4r.. P,& le. X- r ae t t a -. sIFETr 4e 90' AB . FPANxe r1AnDR rE e_PEeala gR'CAN bBe" t ALL AMERICAN SHUT"fERS AND GLASS a"` L "ss �y,�9 MAXIMUM ALLOWABLE Y'D RI I24ga rr k -1 � iMNa DESIGN PRESSURES: mat "'I" GALVANIZED STEEL STORM PANELS (HVHZ BLNON HVHZ) � _ \L J -S NOTED IN DESIGN DESIGN NOTES: ScHED,OLE5 1 ap W[OTH UNLIMITED '(PERP.'1. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED TOR USE y,� T�ry THIS.SYSTEM.:SHALL BE DETERMINED PER. PANEL SPAPp SEPARATE ENGINE. E IN:ACCOROANCE 1NITH THE ::GONE NING,CODE FRES URE ' SA$ ,I F( � r`. - Top MOUNT CONK INS' 7 DETEf1MItJEb TN kCCORDANCE I+lITN ASCE:7 ANDCHAPTER iti FO TrP TYPE ASRE D Q. ) 5 6(19 Fi :. bRI OIL- G'O E,: ,LES: N.-,. 1 0 HE FL B DIN C SH L BE S HA DA.. _D.. AL T.... x d w : U ECTf.. _ Er; nrb :OPTIO 20 S H Y BOLTS OR E W E T PO5 U L KEG: T[VE9ESIGN. A 0. A THE Y- 1T7 SQ RE'. P V. LU IST. D" EREI f ANY Rf SU CA CIT A ESL E H (J0. N P A .. N RSSEMBL ASSHOIIN� � ... - .. > - .. ,. �. .G UT'. StENERED OVERAPS fMIDSID ,C «g ]F„;,,S OVERLAPS MIDSPAN (USE APPROPRIATE SPANTABLE) GENERAL NOTES: N �'CCORD 1SPE IFICATION NAB -BE :DESIGN A D-:SHALLBEfABR1CA IN TN15C EN ED N TED D :t D - P VIESY PLAN 5'�TI WITHTHEREQUIREMENTSOFTHEFLORl0.A0lE SE NT OtTION 2020 fOR:US INSIDE AND DUT51O :OF,TN Z. PER VE H E 6 E O W b O gg [sP - j2`,3Jp TAf:?01 Ot AN 203 TEST PkO OCOi$ OM ACTOR H LHICH14AY E ES AHD CONFpRM TO ALLLOGALOUILD]NG CODE AMENDN ESNTS YQUIR MAY,T .q (AL APPL @ IGN: CRITERY B OND AS YATCD' @ QlMAY R@ QUIRE AbDTITDNALSTPE.-SPECIGIC:SEALED EI{G[rIEERING- „QIJ R - Naz,'. - q.�j _ RD',15fi" ? IJq 33-LJ7P; INCREAS6INALLOIVAeLES7RESS XAS BEEN USED IN THE I�.. ". '-^: DESIGN OF THIS. YS`TEM. '' - n ' 3. .THE ARCHI1pEC TfENGLNEER OF RECORD fOR THE PROJECT SUPERSTRUCTURE WITH WHICH 7Ht6 DESSGIJ IS USED SHALL e@ ACSPON578L@ CD FOR THEINTEGRITY OFALLSUPPDRinJG SURFACES TO THIS.DESIGN WHICH 0 1 J 1 �. C 0.0 NA 0 E P 0 C R SHALL BE QO I TE 1dT TH. ERMITT]HGC NTRA iD. a. SEPARAT@:'SITE+SPECIFIC'SEALEO EHG[NEERING SHALL Bfi REQUIRED tit Z: { ORDER'TO DEVIATE FRON LOADS, D@FLECT/OrJS, OR SPANS CDHTATN@ P Q. q BOTTOM I .\ ,� ! S ERE .CON7ACTlHiS HEERFORALTERNATE&API CU TIO SAS H IN ENGd P CAL U N • RMOUNT - CONK TYPE AS. : [^ REQ'D) \ / NAY eE R U[RED 5. T1gC�STEM DEYAILEO HEREIN IS GEt/ER[C RIdO ➢OB T10T PROVIDE CaJ n SJ N. y. 'R0;391":: / - M YB ATy\ Y 0;375 [NFORM ATION FOR A5PECIFIG:STTE. FOR SITE LOrI bITIO1J5tiIFFEREH7 FROM THE CONDITIONS DETAILED HEREIN, A,LlCEN3ED ENGINEER O55IN 3TERED ARCHITE T5H' PR ARE:SITESPECtFIC DOCUMENTS FO .USE 3N LLI �.. } O •I' a BOTTOM S .TYPICALR_T_IGAL MOUNT ELEVATION CDFUUNCTION L'![TH TN75 OOCUI ENT d G. DESIGN.PRESSUREs NOTED NE'gEIN AREBASED ON NAXIMUMTESTED P REBSUR63 R IYIDE 4 BY'A, 1.. :5, ,.S. A FETY:FACTO R ;i m i _V_ '1 gq UNL@SS NOED 7 ALL FA5'rENCRS T0: BE b OR GR T@R:SAF GRADE b ESRPEWISEI L„ >7R•' ggo.lI L� N.T.S.ELEVATION -T. CO Rb'S10 NR Et5TAN7 MATEkRI. AL P:b: ALL MPLYWATIDN' S: . : TIC. &ANYA P�CABLE FEOERAI,STATE,ANDJOR IALALf1lXXJDES50CIATtOH.'' a TOP MOUNT { CONK TYPE BN f A SPAN CTION AS:REQ ) 'b STRIk:TION 9. ALL'STORId PANELS SHALL 8E 14GA'STEEL, Cip ()?4". - 9 T R PA ELS ILLL N RM AST A 53 STRUCTURAL QUALITY S O M rq SH CO f0 TO fq E RU RAL Q STEEL G60GALVANIZCO COTSNG YIITNA MIxfMUM �4B.1 K51. A F r 30, RLL ALUMINUM E%TRUSIONSSNALL BEbDb7-T6 ALUMINUM ALLOY IP'-']��' C W Tr K2 OMA OUNi (CONK TYP l7: AS REQ'D ) O. z O TOP MOUNT (CONK TYPE w� >, P.S REQ'D) UNLESS NOTED'OTHERVnSE Q' SS TOP 6 BQTTORI DETAILS SNOT/N MAY BE INTERCHANGED AS FIELD, COHDI IONS DICTATE PAN ELS MAYBE MOUNTED VERTICALLY OR lzR C I TA OR. AS APPLICABLE a 32 CONCRETE ANCHORS NOTEp HEREIN SHALL BF EM BEDDED TO N N-CRACKED:CO RITE• NLY INSTA LA LCONCRETE ANCHORS PER 9 NC Q... L L , M NVFACTURAS RECOMMENDATIONS A E IS, 7 'THE CONT ,CI'0 IS RES ONStBLE TO NSULATE I'+R PROTECTALL. RA R (' 3 i I1 E1dBERS FROS�;DIS5ItASLAR 6IATER STb PREEVVENT EI,ECTRDLYS15St 14. NGIMEER:SEALAFFIXED:HEICEA0 VAL1DA7ES STRUCTURALD SYGN AS. OBSTRUCTION E E 5IlOYVN'7NYU5 Of THI53PEC[FI ATION BY'CONYRACTbft :t. at LOCATION MAY VARY) L E C ..a { M A )1210,4 113LUDIII I A+SAVES HARMLESS TINS ENGINEER FORA L COST S DAFIAGES INORIC,A1GLEGAL1EESRWA 11E ti1TE ESRESULTDIG FROM MATEA AL FAHRIC4TlOfJ, SYSTEM ERR TION, NLO)ISTROCTION PRAOTICES BEYOryD THAT t'V"K CN IS CALLER Fd,R eYLOCAL, STATE, A.FEDERAL CODES& FROMSI g, a )CYIATide OPTHIS PLAN. 1S EXCEPTASEXPRE56LY PROVIDED HEREIN. NO ADD ITIONAL gy CERTIF ATIONS OR AFFIRMATION$ AAE INTENDED 16 All' 11S ADDITIONS OROTHM MARKINGS TOTHISDOCUMENT g8 ARE NOT PERMSTTED AND WVALIOATE THIS CERTIF[CAitO[I dddddd Ilia S LmeX - scriTOM MOUNT (CONK - (SRAN BfLO1V >:. TYPE AS REQ`D) ABSTRIICTION) •.11ANILSMAYBENO SNAL „4`-YTO&iiiCH - OTCHED AS REQUIRED, 8_ ASHETCH PROVIDED THAT CONNECTIONS AND BOLTS WITHUTS W SHER 4A - ANCHORS, ARE USED WRICH5A115FY OVERLAPS FSTENEN(UST. :SPANS ABOVP.Br.BELOY3'OaSTRUCTION. APPROPRIATE SPANTA8IE) 17 PANELS BHALL BE PEAMANENTLY LABELED wrrMA MINIMUM OF (1) LABEL PER EVERY'3 D MET, CONTA]NING THE FOLLOYJIN INF4HU44TIONI. ALLAMERICAN SHUTTERS AND GLASS WESTIALM SEACN, FL TCU2 t 202 B.. IRS 2O3 - '\ FIANIDA PR�LICY APIIROVALNUNB911 - - tf161T ECALC.10131643 $f � ODPrtMiII �• ' $ {E IENWWOFE. [� .y 20-31543 - P - VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS .1 NI S. ELEVATION NaT ENHNEBIWBEXPR®B COPY6IORE . PaRAWITNKM1LftANN. RE<'ortrsaPs oLrtcea J'I LILIII MINIMUM ALLOWABLE SPAN SCHEDULE ,ALLOWABLE PANEL SPAN & GLASS TI N SCHEDULE: SEPARATION SCHE U 24 GAUGE PANELS - MINIMUM STORM PANEL SEPARATION FROM GLASS (HVHi WBD TONE 4& ESSENTIAL FAGIIS M AXJMUNd DESIGN ALLOWABLE INSTAIAT]HS LESS I 3TALUO SGRERTE PRESSURE SPAN ItwxI EI THAN S ABOVEGRADTHAN 30'AepvFGRAOE iPi 1 1 - --i - -30 1 i a 1 00 RI 6.06m ITS III +t s, 130,D n I 0,05 Jn f 2.S6In 0 r±L��-l'- F Irc x30.D 1 AGIn � ?Gin 6 130,O In SOG Bs 2.3GNY 1 30 I 1 n BAG 2.iG NJ n _ x .SS 1 3066E _ fica-_23 oein^ } (^60 83.21n -in BA9 h, t 2S31n N 64 54,8 I. 6-11 in 2,72 in 4 70 { 36.41n 6.32M i 2,SD Jn +/-zt P.Oin 6.131. 1 2.9B Fn --�----------- TOP MOUNT x [S 1J °H'IS p A Xl' � 5 a$ ti $ Eta'L X E3 o, i ems= r- Ra 2 2 " 914 "U':Heae4•f D' D' E.4"' 24" 25" 2 2C O" 2A" 23" 28" F. 2 2N H• 5a'U' ader 0" O" 0" 2 A" 2S^ 2T 2 O` 24 2T 28` 70 3n585RM 23" 23" 23" 1 'I" 9O' 31": 11" 3D' 2 a 3fY" A1" Sr BuPdUA P "F Track 24" 24" 24` SO" 4a" 6SW28" AB" 24" Air' 3D' S3" S T "F" rack 2Y 26" 25" 3S" b2' 30" EO' 23" 60"' 31" 5S" Sex: Wa)1 7T' 2Y" 32' 11'. ZB' 3D' 11" 28" 22" 23' it- 31" O OkactMoarlt :24" 21" 24^ 30' 141r I Sb' Za' 46' 24" AT 30' S3" " NeadeY 0' 0" 0" 23" 2P 2S 22` N 0" 2P 2T 28' 'F ka track 24". 24" 24" 30'-. 4B' S0"..2r AB' 2 a" 4b" 30'. 53' S M 9aI YS 23' 23" 1 1 3O' 91` i" 3O' 23" 30" 1 A' 33` "..Track 28" 2S' 26" 33' 33" 55" 3 " 53" 28• 53' 33" Sa" 1 ARS RE.AREMINJMUM L GTHLE54R 4N TH SEND INT n NOT SP SHOWN HE A NS. Y NA 0 C=KAItte AT TDP'NI e6YTfOM. pANELJFNGTH54E55 THAN FNDSENOTEO IN TABLE? ARDVE AAE NOY AL No SEA 3-.NO %TMODON FROMGLA55IE REQNIREp WHEN PANEL.JENGTY!F6 GREATER THANTI'ATHOTEO.POR RI. SIDED MOUNTING R; IRED ATJFOR AABDV6, I. D O5V E R 1 P ER4 MOUNTS WHERE SIDE CLOSURES ARENi fi E0. R S WL'RE ALL It1f11iT W I 11 0 F. NOWT NDUNTINO CONOmONS U1RED 6%ARATION FRrJrl t't SM I M PER MAIL'r w rn ew DaJ , REa 4. T SIX I OA WITHONT:SmtH 901T5 An0 PANELS NBOTH WITHPA ^L AeJE Ara Ls 1piNtiit 32 a(wnH 7 r>_ N 24ea ASTENER6 u.s^ORc:3s o.c F W S pNG LI A DEM N 36' Mw)MNM USI UNIING W TTION SHOW. IN T OR eOTIOH CLOSURES PER nc amL DEraL�R' L151NGANY MouNnNG cbxbmart srwwNwTHESE DrawIN6s. ORE++) t ). 0 SPAN E R SCHEDULE NOTES:: d ' II�rL•�I� D 1- ENTER SPAN SCHEDULES WITH NEGATIVE e± E) .I _.o eaAcH SCa k::: x1 tit@ I }% EW E A W. JTWfEREp 1 qq, FS r WTNrANi9' -� I� { i:]a Icy C4nNEL D7TFOH MW)M 'N f k g5 o f PANEL) EJ1ArJAfRNT 1. ENTER SPAN SCHEDULE" POSITIVE DESIGN LOAD TO DETERMINE x 1� MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. (OOI-M Toe AS 2. SCHEDULE IS REQUIRED FOR USE Wr N POSITIVE LOADS ONLY, -O TOM Pa1NrT R-tG'.DiDy i Raats X INTERPOLATION. BETWEEN LOADS 15 ACCEPTABLE, OTHERWISEES USE NEXTJQGHER (COYM TYPE As BNeeD. sLE, ." R O, gf LOAD, - EO' . �. 6',BI',i10 u 3• FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTTJU. FA(<ILITIES IN AS1M WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION. - { mNn rrvE A5 REq n A. ENSIJR C PTHE CWYMAYOrRANx JE D t EAN NU 5CH - LE 15 NOT REWIRED AND NO MINIMUM SEPARATION THE LSJII EQU :EXISTING CO M, SAWEDOFHALFTHE PRO D.OPH4tNGT5 R iNk`IT. - HOLLOW BLIM:1 R - VALUE LIVEN IN aMCHCAt 26-31543 MOD FRAMING.. S NG mete. l? EACiE . O : PANELAOIACENTIO EGA_ S P-I j APTIONAL EGRESS PANEL DETAIL 'S L OPTIONAL INTERIOR FASTENING DETAIL M ifJTERIORFASTENING r1 NW Al 2 "PANEH, FASTENERS" ARE STUDS USED IN CONIUNCTTON WITH ALL MOUNTING EXTRUSIONS "F"-TRACK, STUDDED ANGLE ETC.. USE 6,25' i O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL °H"- AND "U"-HEADERS (INCLUDING BUILD OUT OUT CONDITIONS). NDITIONS . LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT MGMER LOAD, GLASS SEPARATION NOTES: FPEE fRNJRBIGCNNARDO: PC.... - lA &Ar S6B5. 2.250".. 0-:94A" 2 990" 2:250'" tc 3 5 r jDD6r' .usluun 0.094" I 0,75D" GA. �4 T :, ' ,120 TYRTYPa;Wt0o5z N :f+62.,..N 1��: , Il d, £p M N4 :..: 3 : 3f1:.. s S a12s. an. O6 l� 0. z 2 t I 3.OD0 i j 0, 62 TYP i+{j .5 3 -� 00 ° h 2 0 it 030" 2.IyU0 W -•I2:n2o t� w �.1Z1" 1.180". f'1'HP'HEMER. 3 t•. MILD -OUT 'UHEAOER a ANLiE G1J_PAN DLOSIIRE. 5NU:Al10LE `.'r'��-�' v O U NEAUER Vy 1� N _ 3 3B0"MAX. ySg$ < b z I II 0370" 3•. 1.51 1,560"h- �11.560^ 1510 ' 1I4 0.355' �A55 04g2" P 12.500"PANEL COVERAGE -d 0,179" 'tf.655" 6191L�II��-�Ir��D.655" t ,, a' 6.b55' VIC" 6"D 0,'7 133', ;, 4" D.250- D',OSD'.' 14875'PANEL LENGTH $: a5D"'�p6 Nb- .., -tar >,HAY BE'-0.065..YP. O .3D5" 0, 40 T- �D 71a--I-- ��..io�rtw-i.. ROi35.. TYP. TYPD"...,v. .O e,5?-OrITr' iRAON. r, . _ WASIi EO::MIN91A1T � �1RAC% ai--- _ ZZ c. 0065Mxt x 4u.a ) a19G@ ai T I�-` Ilr' N n Ph LEG �j} ";�- -- oLRcciLon jj} - OC N fi ::iY•.; tf4 _.L l'l'.JI Fl+--3.D00"�0.12$' -�.RAHEnSED �J � gg '� Eno i 8 ... r Ly "F" ANLNE- IR�CK (EXTENDED) K rJ A t;»I >' 1.0001 .. N ff HI,J kI I plJllil. �' OVERLAP C ` 2S' MAX. ._ 0 MRX r :.../""'R CpRNERGLOSURE DETAIL: F. MAX, MAX,Cc a Nr t T rJTF. H P frlt U LD W yr'r•(f.N a T` a ur, n- ^1MP ..J .:. DISTANCE . ;.. I IINI 'I -Fit I -YG{ 1 MD f. fIININ All h dl TILT ry 1:000" J i .c I 4 L AV L .l ENIBE b AI L )21 ['1 L. I WL5 a ia'ax, ,r ,reap sE:P•P :.:nl;c �r M1; ( X �A. S aTLf 3i .. HI IIIWI : [HJJ (i l NF) LAN 25 M 0.X-.c.. 1.5 dN r r2 v € HT.S DD' a .v...n. MIN. F_ MAX. L f%1RfJERCLOSURE DETAIL EMBED ('\TFAP:MOUNTCL05URE DETAIL - ^N,.,r �rnTs,. - yy !. - - mmuoxrr-. MMFE 20-31543 IS x - - - TRIM.MIX4�Sns�49PNi:L - - i'k.u'T'I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; : PANEL FASTENERS O 12.5' O.C, E b N - . o O 9 J W PS . ..F-�e a I a: t= w 4: �y. P I. PI u k „• _ A . -•^�>:' - u$ Q$ N W ME grai m r; W o W b Vj 1 - a 0 cZ Q gg' d i ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIPIED HEREIN BUT ONLY. PROVI ES 4 PLI D th m In QQ �I MAXIMUM UM ALLOW BLE CHO SPACING. MAXIMUMALLOW ALLOWABLESPANS �AND PRESSU RES SM AN R CIN ABNDICATED ) yy :IN SPA EO L1: S HIED LY - LE PP N SOH U tit A 2 EN7ERANCHOR SCHEDULE BA5EOY4N PANEL FASTENER, SPACING, FXI5TING'.TRULTURE C : THE MATERIAL, a ANCHDR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OP. EQUAL TO SHUTTER SPAN S ELECT LLJ CONNECTION TYPE BASED ON APPROPRIATE MIJUPlTING COtAITION (SEE MOUNTING DETAILS ON d SHEET 2 FOR IDENTIFICATION OF NNNECTION TYPE] Q' 3, PANEL PASTENERS"ARE STUDS USED SN LCSWUNCTLON VlITIH ALL MOUNTING EXTRUSIONS J p TRACK, STUDDED ANGLE, ETCU. 115E fi 25" O.0 PANEL FASTENER:=SPACING TABLE VALUES FOR J AL ALL H" AND `U -HEADERS: {[NCLUDI NG 81ILODUT,CONORIQNS). 'Q - 4 ANCHORS SHA BE INSTALLED'I ORDANCEWRH MANUF CTUR R MMENDA I NLS.: LL N RL;C A E S RE'CGI T O 'S MOLLOW.83,OCK HOST STRUCTURE SHALL CONFORM,TO AS7M C90aLOCK, W -a .._ - � 61 MUM EMBE M SHAL BE A IN ANCHOR SCHEDU E: MINI DENY L 5 NOTED L 7. MiPD UM EMB DMEANDE EDS XCLU �E STUCCO M i O V M E M DG STANCE E D S FOA BR DK AND OTHER TALL .- z FINIS WA L F]NIS ES SHALL BE U ED 1 " MA OR 5 ALL BE VERIFIED BY D HE O 4 N MR TO Y4 X HOTHERS T FEa �m ADEQUATELY TRANS LOADS 70 HOST 5 RUGTURE. 4 7 B. CON NOTED HERE E CONCRETE T$111 P FIEONLY. 9. 'WHEREEX151ING STRUCTURE I5 iY000 F{LAMING,EXCSTING CONDITIONS MAY VARY FIELD WOOD FRAMING, ISTING ONbITIONEb MAY G, �. p VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING. - TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES' YFFppp 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCAIED.IN 'SCE EROF-NOMINAL2`X: 4° MIN WOOD;STUD, " EDGE DISTANCE;I5 ACCEPTABLE FORWOOD s 8 a } _ F`RAMING), 1PlODD STUD SHALL BE "5017TNERN PINE" G0,55 00. GREATER DENSITY.:LAG SCREW _ " E }, SHALL HAVE PM LIP5 PAN HEAD OR HEX HEAD a�a�: u 11. REMOVABLE ANCHORS ARE: DEVlRLT.PAN ELMATE. ALL-POINT5,SOLID-SEI a BRASS BUSHING; 12 MACHINE SCREV- H LL A 1 Z" M MUM ENG9 EMENT:DF THI Ab5INT0 THE BASE S A. H VE I RE D1 G 'roPANOaIPAtlIfNXN CHOR AND:MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, bit WAFER HEAD'(SIDEWALK, $DLT) U,N Oi. 2©-31543 3 L7 MtPDNU-EMBEDMENTAND EDGED ES7ANCEEXCCUDEBSTl1CCD JR.OTHER.wALLF]NI5HE5. - -, - 14. ® D1S 41`JA7ES ANCHOR GO.TIONS WHICH ARE NOT ACCEPTABLE USES: - 'N IS* DIRECT MOUNTING OONDITIONS.. - RaaE mteasinain 16 LINEARiNTERPOLATIDIN 15 NOT PEIZKTTED'FOP, USE WITH THE ANCHOR.SCHEDULES LISTED ON THIS SHEET: - - - - LS ®���®lam®1� f0 '" Imo® • - �® - ' 6T�AP.ILLa'1.6-�CrA.'laP.i�JY.frY!•®a.5'm� L1'aM ���/. �i 4 NIAN/m,'"mm 3/4" EDOIC DISTANC! - rt� f Male IDM. Es a Exoa; R Ressua TYP: lMP A411 P Ill: (i. IY �!il'AN tit' Iff Vk-11! CONK TYP[ a t3 a 01 C CONM TYPE a ca c C4 3 CONK TYp! ci c3 ca KA Lie. M ED E B 3 3 1A[. :RRvi a 4B 52 72 t25 1 by 160 104 12S -60 1 L60 7S 12 S 16O S60 T:' b rz-s 1 a' Sao Ss Szs 'bD sD B1 12s E 14 6 ' i25 160 160' 75 12 S'ib0 L47 6 0 12. ]6p 14. 6p' fZ.5 i'25 160 I6.0' 160 14 T' 69' 80 126'. i2 S"160 160' 14 T' 6.D" 147' b'.D' 125 125 1fi❑ 147 6.D" 3bD 14T bD' G V 33 WOOD SCREW 41 48 b2 7 2 x2• S 76 0 1b:0" 30 1 12 5' 36 0 T2 1' 7:0 12.5' 36 0 305 6:2" LQS 160' 14.1' &1" 125+140 97' S.6 12.5' 164 97 5:4 1?S 125 12S 360 120' SEO it 1" i60' §6:' 70' d4' 5 6° 125" 325"160 1 2S 14A -60 1 96 6.fi" 4E' 5.6" 96' S':6" 32.5 125' 125' 360 E❑ 9B s.6" 1 L64 46 s<s' 3 : a 4•CMOCD 1/4' 1 1 3 s APDItip'C as' 41 T F 4B 52 T2 5 12.5 36 O.Z' Dx T? s 3b 0 133' 1 .S'. 2 Sb O S X' 4112 1 2 S S' Mal 9.?'i 16.01 ' 9d ;. Lt 5 S6 0 ILA" E2,5'-1P%0 12 5 125 76 0" 50.5' 1b 0' 9,' 1 x2.5' 125'160 1fi.O 9.t' 91 125' S6D 91 7111. 8"EN EEO 33 �' rI PxNHItiNNJL14 41 LJ000 BUSHING 48 yy 52 T 72 125 2b 0' afi' 73 12 S'155 2 a S 125 160' Ttl' S9 125" Say 48 9.1 H.ZS" 124 49 .1" 4 142 47 b,2. 4.7 2 4.7 r--a �.i � I L Cn -0 -CD > Q o 2 C .� (U U �- C O O W Q 11'� I.. - CU f� " CD CDL l!6 C�•d=°4 rX\\\ .t- iw y L , N 1i r i� L ro C1'I t .. to Y ({i N rn S 4� 3 C, 0 +pa a ...+ - A+ 0 ('t � I.ii C nW, W I� v CIO \J L/� U) 0- QD V O ^^L W LLI Q Z Z J d SHEET NO. SH 1.5 b a �P- yr7m Len nar- Ffc�e3 G LC -Tou-)n ko(te- 38az-s" '�alls��,, c� e01& (Auq(-)CVVn �iln�5