Loading...
HomeMy WebLinkAbout36388-36406 Camp Fire Tervn 3 I CO d I N r7 v C 0 N I n o_ cV 0 J 0 Ln 0 I LO r7 LO n 0 I N i I CD N co r7 LO 0 s cn 0 0 N N I n o_ [V J n 0 I M n 0 I r7 i v o- 0 0 Cn C, r14 0 i v Q E E 0 2 U c c J i c v C) O J LZ r) 0 N LO v 0 0 r7 CV 0 N r3 LO ai v 0 Y 0 w_ �d m CD CD 0 . 2 9 • �_r � � J AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GA or G.F.I. Ground Fault Interrupter SC Solid Core 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 — C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS — C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD—LT-2023—MOD ELEV. PER C.M. UNIT -A 1532 M m N 11111101 loon 1 MEN NNN U IV 1 1 -u I OZ4 U IV I I -lam I OZ4 MMNEI Ninon -1 I in -0000 011 N U IN I I _U 1 bL4 6 - UNIT TOWNHOMES (ACCCCA) U IV 1 1 _U 1 1OL4 6-UNIT TH (1532-1624) UNIT -A 1532 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 EXTERIOR ELEVATIONS 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN 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 PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN 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 Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 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 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. o o s N % O a.... to fl cm sn �o ¢ �x d cl) ? E s d C, i � G O t= E 0 100,f All Y FL iv N N co Lu N � D � _ t 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. UJ E S N U � ar-o MEE V LL7 J p =-- LL <. M M nLL W Vi NC:) a a a I'D v W Jai z Z 5 0� coe .� O •- 0� O m M' W 7 t6 NC_O J Q U) - °' ¢ z Z o o W N (M Z H U U N O0 ❑❑❑ W RIM Z N Q 0 0 z N 0 Q � o_ V) M v LU O N � (/) w o Ly N U) fa ' _ W g s �0 v o 0 W W ¢ �® N m l� C=1 Z< w M J � Z Q � LL- E E =o �m <� m ° _ oa 10, U 0o O O E a¢ o O Q - wo o wW ru cna ao m� o0 Z J ¢ ° Zz 6 < oson Z go all rn T aZ w M � d o— z¢ Uri c O .N >00 U (B rn N r N Lfl T L N CN cc 1"' IL T— N Y E ll� '^ VJ co U C:)00 T— oo N 00 1— O M I� o 0o C:) Q N Lf ) Cfl T w 7 �% o z @ z E O y a U � Q 0 � JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. f f.. 3 -v I N N M Ln 0 0 N N I CD 0 N J CD rn LC7 0 I I i LO I CO CV co i N I` ") LO IF— V 0 N I N 0 J O CD O I Ln LO 0 I N Cn 0 0 Q� c cV O 0 a E t� a E 0 S L C C J i O� 0 0 U J tZ IM cV 0 N LO 0 0 0 N O N LO \ a Y 0 ZD L'-i 00 0 cn 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 / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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) W.W.M. PLACED IN o UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 `_n OR FIBERMESH REINF. SLAB THICKNESS {� SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN o N w w cn � CONTROL JOINT DETAIL SCALE:1 1/2"=V-0" c•. @ #5 CONT REINF. SEE FND. FOR • . t: QUANTITY x #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=T-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. d Qa G d d C M o d _I C ad Q T (4) #5 d REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I _4 U. i L - — -- T - 5" 11 SECTION A -A A SCALE: 3/4"=V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN KF"M24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 54'-4" 18'-4" 18'-0" 18' 0" 01 1'-4" 13'-411 T-8" 3'-8" 1 T-4" 4, '-0"6. 13'-4" 0. T-8" VERIFY VERIFY 3'.0" x T.0" x 1'•0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C LOCATION OF A/C PAD PAD w/ (4) #5 E.W. PAD AC PAD T-0" x T-0" x V-0" (2) #5's wl (4) #5 E.W. L L L HOSE oo S3 2' 0" x 2'-0" x 1' 0" HOSE HOSE 2' 0" x 2' 0" x 1' 0" S3 S3 2' 0" x 2' 0" x 1' 0" BIB wl (3) #5 E.W, wl (3) #5 E.W. wl (3) #5 E.W. I CONDENSATE I— CONDENSATE c-)I U l CONDENSATE F LINE I LINE I LINE I o -4" ELEV. FIN. 1 I ILu 4" ELEV. FIN. 1 -4" ELEV. FIN. 1 A a CONC. SLAB CONIC. SLAB CONIC. SLAB a co S3 0 2 I I 2 1'-0" I 1'-0" 2 1' 6'-8" 3'-10" T-10" 2'-8" 2'-8" T-10" T-10' 6'-8" 6'-8" 3'-10" 3'-10" 2'-8" 1 4' 4" .4" , ■ Di ■ ■ ■ ■ ® 11 ® ■ ■ PROVIDE 1 Y" RECESS OR _ _ PROVIDE E 1 Y2" RECESS FOR _ — I— —I — — — — I — PRO DE 1 2'RECESS OR SLIDING G SLA S DOOR. EFER TO — t I I SLIDI G GLADOOR. REFER T I r SLIDI G GLASS DOOR. EFER 10 MASON'S SCOPE FOR IDTH L I MASO 'S SCOPE FOR WIDTH I I MAS 1"S SCOPE FOR IDTH I J oll" I co cc -1 I I '' PROVIDE LINE FOR I ( M PROVIDE LINE FOR ' ® I M PROVIDE LINE FOR D1 I I I D1 ICE MAKER I M I ; ICE MAKER D1 I S3 I ICE MAKER S3 I I S3 1 771 71 .4 1 ll�j LJT rHERNANDO . 3000 PSI CONC. SLAB FOR T r II( 1 TII 11T (I COUNTY ONLY. 3Y2" MIN. L�-J L 2500 PSI CONIC. SLAB OVER 6 MIL VISOUEEN �I II VAPOR BARRIER DBL. SINK wl 00 I I 1 DBL. SINK w/ I I I I o? fI DBL. SINKW/ I I I °° C.J. - -_ -_ ,DISPOSA `o _DISPOSAL - - C.J. ! C.J. DISPOSAL `D d D1 1111 r) 11 r.) III III II �� III I 1 III II III 1 IIIL J JII I I I IIL JL JII I I ; I I IIL -J J1 TYP.@ L___JL=- L___JL=-=-J 2-STORY U.N.O. I _ _ —- I — — _ �- o I 12'-5z11 5'-10 1 51-9$" 12'-251, 1 I 12'-2511 51-98211 PW0 I PW01 I PWO1 D1 D1 I I D1 14'-61I 3'_1 I I 13'-10" 14'-2" I I I 14'- I' 3'-10" I C9 F- A 11 j 7 — v 1 11 IM co - I �I III III 9 — _ o V. 0'-0" ELEV. 0'-0" ELEV.. IN CONICSLFIN CONIC. SLAB FIN CONIC. SLAB Jc.J. — cJc 00 4- 00zo 3), GGG GG ® I S3 I I S3 I I S3 I @ FOUNDATION ( I I I I I @ FOUNDATION I I I I i @ FOUNDATION I I I I 0 1 '-4" I I 2` 0" 2' 0" 1 1 _ 16'-0 6'-011 2' 0" 11 10 M I I I J _— I—�—I--- � I_17 I I 1 ® I I I �I 11 IL_ I I I I T I I L- �I IF „-I� I I I I� I I 'I' I I I I.. 111 I_ I 11 1 I I I I I I N I I °- 10 (ELEV. APPROX. F.,I I I I I F, I I 11-1/2" BELOW F.F. I I I I I I 1 I I ELEV. CAN BE NO (MORE THAN 1-1/2" I I I I l Jl� I ! I I I I — J �� 1 L 1BELOW TOP OF I I EGRESS DOOR ITHRESHOLD. FIELD 1 K � II I I I I tl � K I I I oo K io 1 1 (VERIFY N I\ HI H.w �I N I I I N 1\ W.H ;n PROVIDE 112"RECESS FOR S3 L\ _ s �� S3 PROVIDE 1/2" RECESS FOR PROVIDE 112" RECESS F R S3 L� ���_ FRONT DOOR. REFER TO v I i v LFRONT DOOR. REFER TO L_ FRONT DOOR. REFER T v I MASON'S SCOPE FOR WIDTH 2'-10' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10" q,_ FM24 ■ ® ® ® I ® ® IID I I I I -4" / I -4" FM24 / I _0l1 4--0"1-011 01, I 10'-6" 10'-6" I 011 ,-0" 4'-0" 11-8' 1' 811 41-0" 011 011 I 10'-6" 00 0o p I - I co Q I o -4" ELEV. FIN. b LO -4" ELEV. FIN. I -4" ELEV. FIN. I d I I `' I CONC. SLAB I I io C° CONIC. SLAB I I PW01 CONIC. SLAB I ® I ® ( 1 PW01 I 1 � ------ � D1 iC; C.J. I.J_ _ o I I = z - I-C� - - O I b 0 — C.J. _ _ C.J. _ I a 1'-4" 5'-8" o I I N o LL' -F 3'-0" x T-0" x 1'-01. 3'-0" x x 1'-0" "' I �J, I IT ELEV. APPROX. Iv I ELEV. APPROX. ( N wl (4) #5 E.W. N L o wl (4) #55 E.W.E.I q I I i � ! S3 S3 in 1 I ® r 1-1/2" BELOW F.F. F 1-1/2�� o BELOW F.F. ® I I I in 55 I I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D1 I D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 _ BELOW TOP OF 1 1 BELOW TOP OF 1 I I I EGRESS DOOR 00 EGRESS DOOR I , J 2'-6" x 2'-6" x 1'-0" I LO I I in rn I 2'.6" x 2'-6" x V-0" o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 EW. I o i FIELD VERIFY rA FIELDVERIFY _ S3 I S3 I I I S3 — L_ 00 I b I "SEE S-3 FOR I S3 �q. RECESS OPT." I �' HOSE L — — — - J — 7 oo d BIll NilIB - �r L L Mir- N "j-1,T "' S3 S3A­7 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS W/IN FILLED CELL W/IN FILLED CELL BIB BIB MIN FILLED CELL V-8" 8'-0" V-8" 11-8" 81-01, 11-8" 1 V-4" 70, 1 V-4" 6-8" 6-8" 1'-8" 8'-0" 1'-811 7-0" 22'-8" 13'-4" 11'4" 54'-4" INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM WI 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 -LEFT SIDE SCALE: Ya"=V-0" e� cti c 0 C%jLU m -fl L r; a c+- C f0 LJ N y%o� y O SO C rt+ CV .� d E s c c cc 3 � c o o. v `o �h ry • • e tau: N *�" Lg 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. v 1L N O O O 1-4 � 0 w o m ;S ;r 0 in LL M0 �33 W li d 'P a c 3 a [ LL 3 U� t9 z _� 00 Z s mom 0 00 @ Q W W ro��rn ¢ F °' z U: Z 00 o o w Cl) U U H ry N Q o" ❑❑❑ w p! Z N ch o z m Q J d 1t, M In a `o 0 — 4 -+ LU � U m O V'1 w o rz yes v c W � — J E o� C) =O y L 0 O o w M M J Z OQ '� Z Q � LJ.- E E 0 UCU z o > r✓ �© oa F- M g 00 00 E 0 0 Q B �� wz n7 z r m 0 m N m m z z 0 202 < 65 3 a m oii �3 1 _ w _ > 0 ® Mx r 3 C O O > 00 L N CN 0 � H r L T LL r fT E 00 vJ � M U O r r- 0° 0000 N a--+ H C) � U-) += Q M M Ill N C)v N O � <N GD T M r T N 7 Z6 �% Z Z E(C a •O • U -C :? ¢ o c JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 2.1 - — - - i IT7 t � -� I 1 1 1 .. ..- ..., 1 , A. ..u.1. ,,1 "u .a. .��n.onnaa.. — 1­ 19, 1 1 1_. 3 I i N L0 I— i 0 0 0 N I CD 0 N J 0 -a- LO r O I I r� 0 1 <t- N ca I N L0 0 CT V) 0 N I 0 N J 0 LO I` I Ln N-) r-M r` CD 0 I rM i F- 0 0 i c 0 I r7 c\I 0 N a E N E 0 0 J 0 0 0 U J IZ in N O LO L 0 0 0 N 0 N M LO cm Y V) •) d' ZD w m a� 0 cn 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 / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE:1 1/2"=V-0" ' #5 CONT REINF. ° SEE FND. FOR QUANTITY e ` ° #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. _ REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. A Aa a Qa. da d a 0 � T (4) #5 ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BASE PLATE 1 I M v7 i®I — T SECTION A -A A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \--CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT, ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT Wl25" EXT. ABOVE SLAB. GRADE 40 STEEL SYMMETRICAL 54'-4" 00, 18--0" it 18'-0" it18'-4" O.. 17- All A. !1" 1. n1l -401 All ']' O" "l On 191 All 11 All VERIFY T-0" x T-0" x V-0" AC PAD LOCATION OF A/C wl (4) #5 E.W. — PAD HOSE L B9-7/--w/(3)#5E.W. 2'-0" x 2'-0" x 1 All S3 -I I— CONDENSATE I v I I LINE 4' ELEV. FIN. 1 o CONIC. SLAB 2 ' 1 2'-8" le 3'-10" 3'-10" 1 It 6'-8" � I — I— —I — — — PR I I L I MA CEOMAKERVIDE NE FOR I I � P l 7,-I IIJi II )^ I Il� J I, VERIFY LOCATION OF A/C AC PAD PAD L S3 2'-0" x 2'-0" x 1'-0" H0; w/ (3) #5 E.W. VERIFY AC PAD LOCATION OF A/C PAD (2) #5's )SE 2'-0" x 2'-0" x 1'-0" w/ (3) #5 E.W. CONDENSATE CONDENSATE 1 -4" ELEV. FIN. LINE I I I LINE W 1 CONC. SLAB a I I 2 r1'_in,, q,_in" �, R„ �. R z'_in" A, -in L 73 (---T--- iLj OIL I -4" ELEV. FIN. 11 CONC. SLAB o i 1 Yz" RECESS FOR I _ — — - - —� — — I F- - - -1 _ PROVIDE aLAWD07 R I I — — SLIDING C SCOPE FOR WIDTF MA N'S J co PROVIDE LINE FOR 17I I co �5 PROVIDE LINE FOR ICE MAKER D1 I I I D1 ICE MAKER F- 4I7l rr I 7-1-1 r 3 z' MIN. 3000 PSI CONIC. SLAB FOR I` (\ Hill 111y / J & T r I HERNANDO COUNTY ONLY. 3)/2" MIN. 1` 2500 PSI CONC. SLAB OVER 6 MIL, �J VISQUEEN VAPOR BARRIER DMBSIN&"/ I I I I I DBL. SINK w/ I I I DBL. SINKw/ DISFMSAOSAL - C.J. I C.J. - _ -_ DISPOSAL Ir- DISPOSAI,- - - _ , C.J. II� � � (-—fir - - - - —�— ItQ) II 0IIII I I III ri II r-) III III 0 II 11 IIII IIL JL JII I I I i IIL JL JII I I I III L L JIII ® Illr 1 "RECESS FOR _ I P VI[ a ASS DOOR. REFE TO — IF T DIN-( SCOPE FOR WIDTH I I M) SON 00 M I I M S3 I I I S3 _ I I I FOR WIDTH tl2-52'5'9" 5-102"412-2t 5-$ W01 I I I I PW01 I I lei PW01 D1 I I D1 D1 C L. 14'-2" I I I 14'- I' 3'-10" I IL. 13 -10" io 14'-6" 1 I 0'-0" ELEV. 1 I 1OL 0'-0" ELEV. I 190 I I I I I I ro I FIN CONIC. SLAB FIN CONIC. SLAB Iil I I I I I 0'-0" ELEV. FIN CONIC. SLAB °° Z.I - C.J. I - - I- -I--I- - - C.J_ GG GG I I GG S3 I I S3 S3 @ FOUNDATION I I I I@ FOUNDATION I I ( I I I I @ FOUNDATION I I 2' O" 1 16'-0 6'-0" I I 2' 0" 2' 0" 1,1 16'- " IL I /'I' I I J J J I I I IF- ELEV. APPROX.I 1-1/2 BELOW F.F. ELEV. CAN BE NO I MORE THAN 1-112"1 I I BELOW TOP OF I — EGRESS DOOR jI �y I I THRESHOLD. FIELDI `� I IH.W /1 N K C° I K iv W.HI 1 \ IH ll N K VERIFY \\ /� S3 P OVIDLl2"RECESS FOR I �ROVIDE 112"RECESS FOR S3 �� `� �� I S3 PROVIDE 1/2"RECESS FOR FONTR. REFER TO - RIONONT DOOR. REFER TO v I I I FRONT DOOR. REFER TO -1 4" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH Z-104" - 04" MASON'S SCOPE FOR WIDTH I FM24 ® ® ® ® ® ® FM24 I FM24 � ® ®EZ 1111A I® m I 4 1 4' ( I I I -4" 1 I 10'-6" I 0" " 4'-0" 11-8" -8' 4'-0" 0" O" I 10'-6" 10'-6" I O o -00 4" ELEV. FIN. R -1 co I 1 CONIC. SLAB I I � " 1-4" ELEV. FIN. co -4" ELEV. FIN. PW01 I ® I ® I CONIC. SLAB I PWO I I CONC. SLAB D1 I I 1 C5 D1 U 2 I CU — --C.-J. C.J. _ _ I _ C.J. 1 w C.J. _LO_ C.J. I w 11 00 ( I "' "' T-0" x T-0" x 1'-0" I 1 ® 1-11/2" BELOW FO.F. 11-1/2" BELOW Ft ® 1 I I I in I wl (4) #5 E.W. 55 MORE THANELEV. CAN BE NO 1 I MORE THANELEV. CAN61 iN2O 55 I I 55 D1 1 BELOW TOP OF I 1 BELOW TOP Of 1 D1 I I I i D1 EGRESS DOORCO EGRESS DOOR I I 2'-6" x T-6" x V-0" I Lo Ln I I 1° 1 2'-6" x 2'-6" x V-0" o I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. 1 I o FIELD VERIFY 1 I FIELD VERIFY J I I MrA CO S3 J M II J I — � � — S3 I I S3 i L _ y— 1' 7 3 S3 I I HOSE3 S3(2) #5 VERTICALS W/IN FILLED CELL BIB V-8" 8'-O" V-8" 6'-8" 6% 111 All 101 All I "SEE S-3 FOR Q � — r ESS OPT" '�' 0o J CV )SE (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL W/IN FILLED CELL 1'_8" 8'-0" V-8" V-8" 8'-0" V-8" 11- All 1AI All '_4" Im mI H3SS3 HOSE —BIB A 73 3'-0" x T-0" x 1'-0" wl (4) #5 E.W. v CV 55 i,a D1 � TYP. @ 2-STORY U.N.O. O n O M 0 M CO c v T-0" x T-0" x 1 A" wl (4) #5 E.W. FOUNDATION PLAN - RIGHT SIDE SCALE: Y4"=V-0" c%j 0 cv _ d � � w __j a� o G 6if U � n- H V N t4 N � O a y E c d u L i c co to � N = c E � c � v `o w 99 i ida11Fld lel ev 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. - . OR W ' V O E S N oN 6 c a 0 ,+�+ LL � �, ' LL �'-Uj (� r LL W m y c a d «SY ,sE Q Z Lu coLL �- U o 0. mcrn �'' 7 .� N m Lu W Z o�Cn �rn d m O= Litip, LO Z < M N Q - W O U ❑❑❑ N M o Co 10 Z W N Q Q c, Q � M z C1 a--+ a U w � O w o uss c Y �V) N U) U � LU J E I U N to p J w M J z ¢ o Z Q L L EE z o > ry <� a oLL wz Z© rah �o o E E o &a 0 C �a) G z ¢ om m g 0 oZ Z[n m J wo ¢w 3 Zo E 3 T 9 a z mW O Z = 3 o J wa .6 I� =I`i o °O > o0 T U (D � 12 cc m c� C.fl Q� L N T M(� I.I.. r LO 1'- N E N Cr U '^ o W U O 00 m 00 CV 00 I— O � M co Lf� 04 CD O N � �t M Cfl T M r r m C\ o z ri LO Z E 0 (n a)c m E U 45 a Q p °i JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 2.2 C14 C14 1") 1.0 V) 0 C14 U-) C I :> LO C) C14 C14 F- V) _t:� 0 -0 -0 C14 7 C14 C14 0 U-) C I D to C14 Cr 0 C14 CD 0 CL E E 0 0 0 C14 CD C14 U-) 0 0 0 C14 C) C-4 Ln C�) ck� L'i S FW�11 1W'SIME OWNER'S BATHROOM SCALE: 3/8" =11'4' 9 F_ BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL R ISE 1 U-8 3/4" TOTAL RUN 14'-2" 42" KN E E WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd DECKING --I FLOOR ONLY) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 381 18-tX 371 2 S.H. 14 20 X 501 18 17 X 50 S.H. 15 20 X 63 18 JX 62 J S.H. 16 20 X 72 18 4X 71 ' S.H. IIH2 27 1/4 X 26 26 X 25 S.H. 11-13 27 1/4X38i 26 x 37 1 S.H. 1H4 27 J X 50,5 26 x 50 S.H. 1H5 27JX63 26 X 62 1/2 S.H. 1H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 364X25 1/2 S.H. 23 37JX38i 36 4 X 37 3/4 S.H. 24 37 4 X 50 J 36 17 X 50 S.H. 25 37 J X 63 36 'X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 17 X 37 1 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 71 J 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 F. FL. F. FL. 17 1 1/4" TO 2" DIA 16 HANDRAIL NO 15 LESS THAN 34" 14 NOR MORE Lu 13 0 THAN 38" ABV. 2 12 Z EAD NOSING 11 CONT. HAND RAIL < 10 Lu ETAL _J 9 HANDRAIL M 8 BRACKET Lu 7 BLOCKING AS C�l 6 2� REQUIRED 5 2 F. FL. 2x STRINGERS 4 o? 3 1 F. L ,,- HANDRAIL DETAIL 14--2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2X 10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVIL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE 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 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 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 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: Gualids 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" 01 13'-4" 3'-8" 01 VERIFY AC PAD LOCATION OF A/C PAD THB 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) - - - - - - - - - - - - - - - - - - - - - - - - 18'-4" rA OUTDOOR LIVING 34" 12-4- 0. T-O" 1 �3 9'-4" CLG. A. F.F. :A48" CONCRETE 1'-4" V-8" 3-10", 6-0" S-10" 2'-8" (.0 10 t, 6'-0" 10'-8 4 D 4 4 6-8" 3-10" 3-10" 2'- 8 1 L) 1� 4 b MOD 25 SH MOD25SH 6068 --,r-. n 60 68 39" x 59" 39" x 59" .................. . 10-111 0? 00 060 5-SH EGRESS EGRESS 7 0 REF 2468 1 80 C? 7'-11 T-2" 61-711 -1 CD F_ OWNER'S 0 0 BEDROOM 71D W LO _§ I 7 - TYP. U.N.O. - V 8'4' FLAT CARPET CLG. co W 0 0 DINING C� KITCHEN Z < b 9'-4" FLAT CLG. 9'-4" FLAT CLG. A TILE TILE C? b SINKw/ 0? EO 0 -1 0 o? 17'-8" D/W DISPOSAL 64" 4'4- A> 7'-0" >0 r '0 0 L X>1 X4 X4 FLRG. LINE - - - - - - - - AA_ x8 WALL M.C. R&S 8'-0" 6-0" 3-8" 0. BATH I 22"x36" 0 16" CNTR. AT 42 LO 7 F-O" FLAI CLG CARPV ATTIC ACCESS WIC I o? LO A. F. F. 7 -1 /2 WALL F, CAPPED FD 00 (0 C� 00 FLAT CLG U,) 10 C14 00 (0 C� ICARPET (D I A Up 2 _V_ __J )4A o? 3 AA b) - 50 1 b 4 CA) FO :2 R&S GREAT ROOM 5 -1 04 8 6\8 A TYP. U.N.0 9'-4" FLAT CLG. 6 6 CARPET 7 o? o? 7 7 13' -8" 4'7' U') TI4,E TO 7'A.F-F �z 8 to 9 N AHU 9 rG G ;0-xV 60"x e� .11 1 IR 10 �3 C? Z0 c'e0_W E R PA 1-7 10 R/A T_ 0 (-A � (n 12 OP 51111" 4 4'-4" 3'-4" T-8" 7 �,� up �0 N .5 _- 2x6 WALL 6'- 3" 2'-8" ' :;t 13 LOFT I LO 4'-4" ;. to 4. 4-, O_ NO UPLIFT* -1 LO 1 14 8'-0" FLAT CLG. A flD Q o? 00 (D 1 CARPET 1 15 S4 11 00 16 00 , FLRG. LINE (o U-1 A 00 111 N :3 H1 PWR. OP 17 TYP. in 11 U P 18 TILE 7A.F.F. J W 06 0 112 WALL Q� ='It CAPPED A FOYER A 1 9'-4" FLAT CLG. 2868 641 C' 4 V-1 O'� L& 9'-6" TILE rA U) �2 b _0? 00 C? T.O.M_ A 10 9'-4" - 7'-0" A �-o 9 0') o? 1 1 LID 2668 .01 L Z-16" (0 BAT[ i & 3068 BUILDER TO A F-O" FLAT CLG CARPET JU PROVIDE M.C. I APPLIANCE 9 Z-01' 4'-0" PROTECTION W co WHEN 2'-4" 4'-8" REQUIRED PER 81-0" FLAT CLG_ CARPET 2668 b It It -1 o? FBC FN Y 9 Ca C� -1 CD co 9'-4" PI G A F F 1 -CAR GARAG E CONCRETE A. 2- LL ---------- BEDROOM 2 IHI - - - - - - - - 9'-4" FU,T CLG. IT q R&S CY) Zn l­- CONCRETE 8'-0" FLAT CLG. r u %J CARPET T. STONE VENEER G.T. F_ 16" SQUARE-/ 80 F.C. FOR ELEV. 2023 & CMU COLUMN 10 r - - - - - - - - - - - - - - - - - Lr) MODERN ELEV ONLY I 00 :� - I 0 ___ I DOES NOT APPLY TO STD/LT ELEVATIONS. MOD 25 SH (39" x 59") LINE OF 2nd STRY. ABV. %Iv t N-ii; **NOTEk* 00 :� 0 EGRESS 6� 1 BLK. WALLS P RE 8'-8" T-81' 3-in,, 10 TALL FOR "XI)NIT 54 HIB 0 FROM FRO 4T OF 0 4-4- 7'-4" o? �/ GARAGE C.0 01 0 0 TYP.@ T-13" 11-4" S4 GARAG=_ 18-4" 8'x7'GARAGE OR to- L STONE 0,1'-4" ml 5'-8" V-8" 8'-0" VENEER 7'-0" 1 V-4" 1 40 81. 81-81. 18'-8" 18-4- T.O.M T.O.M.- IST FLOOR PLAN UNIT -A 1532 2ND FLOOR PLAN UNIT -A 1532. SCALE:)/4"=1'-0" SCALE: Y4"=V-0" D1 TYP. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 S'N SHEET SEE SN SHEET jSEE 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES rSOFFIT DESIGN PRESSURE � +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Open i ng/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 R302.1 1, 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. Ed. 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. M 1507.2 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 F_ 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. WALLLEGEND 2-STORY MASONRY WALL wl BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL , �MZ M BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST 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. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE / LIVING) (A� G.C. TO COORDINATE PLUMBING TO AVOID '\� CONFLICT WITH STRUCTURAL WD. COL. C= 01 LU C3 CN W -= lu E G CJ E 0 C) LEN K (3� L 3 S I 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 ngineers signature and seal. I V) F W -T E 0 8 ,7 0 '�Oc) L7 LO r- E ui I Lu L a- Z� 0 Z 3: 0 C5 - M C� (.0 Do W < W I_ W 0 2 M U) 'Z' Z 00 Z� 0 0 L. Lo Z < 0 X: " N < L) V) FM_ b Z (D mm ao U) V) 4-J C/'3 L.0 U 0 LLJ V) r___ V) L=u E C) E5 Z9 U) CC> cl� 0, j _J E 0 CL E M X 0 < -0 0 < - Z 0 cf;, to < 0 Z < C) W U:) C, < 0 0 MJ cl� 5 2 E2 00 L) co CN (3) 0 CN C*%4 CID ILL M LO CL C'14 E 50 co CD "T- M, .2 00 C%4 00 co 1171-4 0 (0 LO -0 co M LO .0 (6 C4 0 CD CN C:) Cn 04 < Lo C-P CY) LO Z E Ch M E 0 0 _0 Ca 0 _J - < 0 1 a) _' JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 3 i-T v IT__F__ - - I ff 0 I (D N cn i M v 0 .n N I 0 N J O O I r� r` 0 I r� i I co �t N CD I v -n N I 0 N J 0 I r.[� 0 I N a� L v C� 0 Q N v n. 0 L 0 c c J 0 v U J a� L� r� N O v r� 0 a N 0 ui a r� 0 w a m OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 eo BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" 42" KNEE WALL TOTAL RUN = 14'-2" WITH 1x8 CAP & � CASiNG (AT 2nd �� FLOOR ONLY) 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 � X 25 � S.H. 13 20X38g 18�X37�q S.H. 14 20X50� 18�X50 S.H. 15 20X63 18�X62� S.H. 16 20X72 18�X71� S.H. 1H2 271/4X26 26X25� S.H. 1H3 271/4X38$ 26x37� S.H. 1 H4 27 � X 50 a 26 x 50 S.H. 1H5 27aX63 26X621/2 S.H. iH6 27�X72 26X711/2 S.H. 22 37 � X 26 36 z X 25 1 /2 S.H. 23 37 a X 38 � 36 � X 37 3/4 S.H. 24 37 � X 50 s 36 � X 50 S.H. 25 37 � X 63 36 � X 62 1 /2 S.H. 26 37�gX72 36�X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73�Z WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 a 52 � X 37 � S.H. 34 54 X 50 $ 52 � X 50 S.H. 35 54 X 63 52 � X 62 � 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 3/4" PLYWOOD � � DECKING �� SLOPE CEILING TO �� MATCH STAIR RISE F. FL. ��\ __ F. FL. 18 � 17 �\ - 16 � 15 � 14 �� 13 �� U 12 z 11 CONT. � 10 HAND RAIL w 9 U 8 � �� 7 = 6 z 5 g 2x STRINGERS 4 00 F. FL. TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 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 O/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. DRYWALL 1 1/2" MIN. CLEARANCE 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3AFROM EAEND.c.AND HANDRAIL D ETA( L SCALE: 3" =1'-0" 1 1 /4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 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 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 '/z 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. 1ST FLOOR PLAN -UNIT-C 1624 SCALE: ya'"=1'-0" TYP. OPENING PRESSURES ENCLOSED -EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET � [�Q 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 f � Opening and penetrations through walls or ceilings separating the 18'-0" dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. 3'-0" 12'-0" 3'-0" R302.5.1 Opening Protection 2'-8" 3'-10" 5'-0" 3'-10" 2'-8" Openings from a private garage directly into a room used for �B B sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors MOD 25 SH MOO�SH not less than 1-3/8" in thickness, solid or honeycomb -core steel I (39" x 59") (39" x 59") 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 �� ' � � '' ' ' EGRESS EGRESS se aratin the dwellin from the ara a shall be constructed of a P 9 9 9 9 I 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. co �+ OWNER'S I R302.5.3 Other Penetrations BEDROOM Penetrations through the separation required in Section R302.6 be by R302.11, Item 4. shall protected as required section M�� 8'-0" FLAT CLG. R302.6 Dwelling/Garage Fire Separation. N CARPET I 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 18'-0" I o0 `O wall: • From the Residence &Attics -Not Less than 1 /2" Gyp. Bd. or -8" 4'-0" 7'-4" equivalent applied to garage side. • From Habitable Rooms Above Garage -Not Less than 5/8" Type-X Gyp. Bd. or equivalent. I • Structure(s) Supporting Floor/Ceiling Assemblies -Not Less _ _ _ _ _ than 1/2" Gyp. Bd. or equivalent. R&S Garages Located Less Than 3 Feet From Dwelling On The - -------'1 Same Lot -Not Less than 1/2" Gyp. Bd. or equivalent applied JPW01 O. ATH 22"x36" I to the interior side of exterior walls that are within this area. s'-o° LAT cLo. ATTIC � - - � I D1 iv RPET ACCESS / I TYP � iv R312.2.1 Window Sills �° N co I / 'y y � C I � �o `'' Indwelling units, where the top of the sill of an operable window is N r � \ / I I °� located less than 24 inches (610 mm) above the finished floor and N 7' A. F 5'-114' `" I \ 8'-Q" FLAT CLG I I \ / (CARPET I IY I greater than 72 inches (1829 mm) above the finished grade or � _v_ J I other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable - ---------I windows with openings that will not allow a 4-inch-diameter (102 R&S mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 2868 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. ° 7 00 � � I CO Chapter 45 Private Swimming Pools N Outdoor swimming pools shall be provided with a barrier AHU complying with R4501.17.1.1 through R4501.17.1.14. IR/A I I M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be 4'-0" 3'-4" I I _ re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from I o bathrooms and toilet rooms shall not discharge into an attic ,crawl I I I r, space or other areas inside the building. 0o n ono I I _ 00 "' GAS APPLIANCES `V I I `O G.C. to verify location of gas riser before commencement of work. I I I Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where I UP appliances that are listed as flammable vapor ignition resistant. u L FT WALL LEGEND 1/2WALL 8'-0" LAT CLG. CAPPED '�j C RPET 2-STORY MASONRY WALL w/ ' 5'-4" �' 5'-8" � BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" I � MASONRY HGT. 9'-4" A.F.F. :.: ��L � ►_ �. x � i �{r. - _ �- - �;; ►�i � L: � �j�j � �d������a���������������d���• ���� ���� Ifs ���� ` i<�. � -i¢ft �� � . I I (I � � ►�►� G�1 � � � � ' � _a`3�2 � . .�.� 4+� wq C ��� ��rj ►��i • •' • •�' 3� ►��� ���� . - . . • ',!� b � 1ST FLOOR 664 S.F. BED OOM 3 I 2ND FLOOR 970 S.F. 8'-0" FLAT CLG. E ROOM TOTAL 1634 S.F. ARPET EGRESS MOD 25 SH co (39" x 59" ) CV 2ND FLOOR SCALE: ya'"=1'-0" RPLAN 8 0 FLAT CLG. CARPET I 8'-10" - � GARAGE 246 S.F. LANAI 108 S.F. ENTRY 9$ S.F. TOTAL SO. FT. 2086 S.F. � � � G.T. _ INSULATION --_ N MOD25SH© ( 39" x 59') � iy REQ. ' ® LOCATION R-VALUE /TYPE EGRESS EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 4'-0" 7'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 11'-4" NON -LOAD BEARING 2x FRAMING, BOXED OUT FOR FRONT ELEVATION AT THE CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) 18�_0�� MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED 1624 (GARAGE /LIVING) -UNIT-C A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. M c.0 eov �. � as :_ aP -a r W O i � ,� � � v a� m =.�m� .v c u- a. a � ® �. ' to ..� N � N��� ���� >, � � � n � .� v '3, c® r. .,. ea y ao sa � .s v e: � � a m � ��• � �- � c � � o a °' i ;;�a �oyh1�$i'e�i3� ta38,f �e. `�PA�, ryi�'0e � � �i q�y 1 o°, �. sa., �� v.. a s -' • , J ��O ' O� "� � .s � i--. �'��'' � „, `�� n '� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2D20 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 vE ,�� v � o���� J ® .'-' � '� u7 � N � Ll' LL- l� ui�r� IJi W M v� a ii FL f i' w c � a �[ U a � J L� LL � Z �,.", �;; Z � p Z �p � � � � � � � � � z, �'a s o �' . .. W o��rn ¢ -' m ��y (n _ _J 1- w Z N ¢ � ��� � � Z x U V7 H N Q ''i• � - M � N M o � N � M � � a U `o � � C6 LL, ® '° V O LL3 p to � �� � _ cn airs s-- � LL1 � �'� - `° 8 ,f� r = L °; 'I U o �' ry �' � ° � N � � 0 � w M M N � � Z Z Q �E �� � C7 � ro =a ooQ� wz �a rn za oa �o o E �¢ ao S �� � �o �a �w rm a � �U mo °z� m � J �m QW � � F°a o� �z z go c� T � o WLL � mF _� m � �p az �w �� � =� J o w¢ �� }o ® V z¢ ar � 3 •N 0 >� U N � rn � �� N O �� LN I- '� W L � r M (� LL r � �„ � N �- N r T \./ 00 U � � U O �-- C0 00 �- CV I--. � c4 IL,f) C � � N � CV � N O rn Q Cfl � L.f � C� T r r � �' � M 7 t� o Z (6 z O N E N � � m a E ' ' 'a °� U � Q p c � � JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET N0. 4 3 '0 CN S I 0 CN I N M N O C O' 0 O Q N N I t\ 0 N O J r- n LO I M LO O I M / I N CD - I N M 0 Cr cn 0 N 1 O CV J LO CID I L0 LC') (] 1 M / F- 0- Cn O / 0� C 0 FU-- 4 M CV O N / 0 d C G Cn (D C 0 S v c c J n: c 0 0 0 J IV t7 M cV O N LO \ v a 0 a M N O CV LC) N _ o 0 0 w Q m v to 1ST FLOOR BUILDING PLAN SCALE: Y4'=V-0" c•� CNIS dLU a Lu C C9 V N C LL d N L9 N c Q CN —�+ W Y q3 S _C 66i n -� y CL V CC d CD _Q V W a CU C O C E O I ON till , ji ego • `4. � O IJVC 10 00 6Rd�Si CE ege 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. 4 o E S N O c) - v U N N N C) rn J 0 2-- 0) x H rnr-- r- uu i vv ° a aS w Q rNi a Y LL �w Jc LL / Z V — 'O CO O 0 Z L �v O Y o 9 o O w W 02r-� ¢ _ m W rn M °' K w Z UO NMZU LL z O U ❑❑❑ W U M N M O Q � 1 Z a nCn W,`o Tl W C) N V 0 L" o N /v�(' v C LIJ 0 L N O N N O C N 0 o � J z w M M m ¢ O i2 Z a � LL C C O- � (J Z o �� a� z >N zo z0 oa t— ra �� ?o o E �< $< c�0 ro F- a wzg a z W, o ao ,Q oY -0 U� Z, Z OO J wm ¢w �z � F� ¢ OU W f> ) O p ¢ a z F m O az J Z T� V a c O 0 N >0 T N I U (0 L L rn f0 .!-�--� V- U 1 U-) : N a N T E 60 co U O `0 r 00 N 00 H 0 co LO a-r -0 M co L c0 N O p O CN t N M Lf') 6 T M r r E Z M E o Z f6 Z O (n c U U J Q J JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 5 I - :. II J J I 1A I I .1 II 111L ..1 i 11041 .11 1 a1Y,W I. "I .f LUk ARAMPIRIVISM LWIIQL .1491 : - , + 111 - — 3 I cn N co I CV M LO 4J L v 0 v N 0 .n N N I n 0 N O J O n LO O I M I` CD O I M I CD CN CV 0 I M i v Cr C) Q N N t� O N J C) 0 LO r7 LO 0 I M i Cr Cn .a Cn Cn 0 Q M N CN / d O H N E O v C C J C 0 v U J Q> LZ C14 CV O r� LO L v 0 0 r14 CV O N M ri ai v 0 Y C!) O IiJ m a� v cri 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-0" e•a car cm � e 0 dLU o=_ O C lO (, N CL.L � N _ fd C i W f°V g N C7 CO G1 W > C W C - m 3 3 � C a U ca N d$ � E o � U L O ,........... �0 < d 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 Q E o o o 8 � � O S N Uj ® O 1 Lo ai w a Y � 3 .: Ca � a mLLu v Z p ci 0o cv_ _ Z m o o '(6 NCO Co -" itl W 7 , Q 0 2 1— d Co T ~ !tl IL w �oZ � M Z U 0 M U' N OU ❑❑❑ V M � z N M 0 00 Z N � o e[ v � d '�7 n r I w FE N �N w oo C N o t106 ) c w � R � I o as Q N 0> O CO J Z m Na 29 a g .J LL E= U m z❑ g0 >� Zo ❑ a H (6 0 00 O C C0 C p< d o p a �Z ro y, w00 ❑ YW C � C a❑ 0a p U mo o� Z F m JW 0 m 0, Q zz COSam o 2<FF z O az T w � T F � z r O0 M cr W ¢ 0 d O U C O O .O > 00 T i U c �o� cu N N M CO LL r L f') r =3 N E T QO r ' A oo V /) ° Co U O r r C0 00 N 00 Ci c) LSD N Ci <N Cfl T M r r ai N w � M in Lii o Z Z E O N M a E U J Ira Q O -r JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 6 3 I CID i cV M v 0 Q cV I n 0 CV J CD r\ CD O I LO LO LO 0 I i ZD to I CV r v v- 0 CV I O CV 9 CD 0 I M LO rn 0 I r•7 i F— O 0 0 rn N 0 0 v a E Cl- 0 v c c J 0 0 U J a� t7 O CV LO 0 0 a M CV O rn LO `1 0 LrJ m y v FIBERGLASS SHINGLES T.O.P. _ l HDR. 0❑ 0 O 60 ❑ ❑ ❑ ❑ ❑ ❑ O Z_ F.FL. 16" BAND N vN CLG. HGT. -- �I—--------- ❑❑no u b CO v ❑❑ 12 4.01 84" c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 1ZI FO OEM 00 ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ UNIT -A 1532 FIBERGLASS SHINGLES 12 4.01 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 12 \� 14.0 0 L�J I ❑ ❑ ❑ ❑ ❑ ❑ - - O-- -- - fI F__ - - c I r ----- 1 I e o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH t4� T XTURED FINISH MOD25 SH MOD 25 SH MOD 25SH MOD25SHo Zi16" BAND N I I — — — — — — — — — — — TEXTURED FINISH s TEXTURED FINISH ll ❑❑I❑❑ ❑❑❑❑ ❑❑❑❑ FIBERGLASS SHINGLES A WATER TABLE DETAIL SCALE: 1/2"=1'-0" r� 80 16" BAND FF Lli � ��` � III-�� 1 i�— � xi �i-- IJ i �- �i i it ���—�W erI—] 17�1 1:1 L7 L:]=== UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 �'_U�NIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD. 12 14.0 FIBERGLASS SHINGLES T.O.P. _ — — _ T.O.P. HDR. HDR 60 60 o Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH T.O.M. _ _ — _ T.O.M I I I I I TE TURED TE TURED TEX URED d FI ISH FI ISH FINI H I I I I I F.FL. — — — ——— — — — — —— —————---- —— — — — — — — — — A — — — — — A ------ _� F__L L — --------- J-1 F.FL N — 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 UNIT -A 1532 6068 SGD REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 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 claybrick stone or tile. If the plaster surface i p s 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 (lashings 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 CW3 cC=ra 0 Cl) LU � oL g� V M N �-omX C LA- d N Q L 3 � 1U Q �lsr S S BQ379� To the best of the Engineer's knowledge, information and belief, the structural P plans and s ecifications contained within these P 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. W v M 4 v N C3) p # y _I 1 7� O y L # LL L -° fA rn n r LL Lu IA cN� v 3 w a F3a;l' d LJ IL C j CCU: LB N 2 s Z :f. O Z Leo O o w ri O - F @ 04 m J m Z F0o W ?� z 0 0� U0 o� Z F N V, r OU ❑❑❑ = �1y M C, N M aC, <c W J M V) Ca w D u O CD N Ly N � v J CO � c Lii 0 t' L a to, 4 co co 09 rr w � �o o O zo Q N 0 E V wz z® on H rB M �o o E o CID(� ' � o & Z z wo g Ww 'a C OU O QF Zm iv J m aw ZZ o W�w `& m �a J o oZ w wa r_3 �0 .o v 0IQ as o c O 0 > 00 U rn CU CD I— CD r M L0 C N c� CI U E W ° U O 00 �— 00 00 04 00 F-- O O LO :+--� co I M U O N O p O or) Cfl r M r m N M 71 LO o Z Z E w `m a E U � Q O c � JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 7.1 rn 3 -v I co N ca i N r7 as v C Cr cn 0 N N I r 0 cV J 0 LO C 0 I L, r� L0 CD 0 I pn i I co C- N i v 0 N CV I CD 0 N J CD r` C) 0 I LO 0 I M i F— v cn 0 .n i Y N 0 v a E v a� E 0 x 0 c c i a c 0 v U a> i.� M CV 0 N LO a' v a 0 CV O cV I'r] LO \ v CM Y 0 ZD w Q m v 1 O - 80 O CD 2n CLC A v W 1 �2 4.0 SHINGLES ----------------------------------- ----------------------------- ---------------- TEXTURED 13 SH FINISH HDR. TEXTURED FINISH o 00 35 SH 25 SH 25 SH 13 SH s LEFT ELEVATION — STANDARD (STD SCALE: 3/16" = 1'-0" RIGHT ELEVATION — STANDARD (STD SCALE: 3/16" = V-0" T.O.M. ---- HDR. 0 o 60 2nd F.FL. _ — — — — _ CLG. HGT. _ T.O.M. AT GAR. -- 8" FRIEZE BAND 00 bo C - F.FL. 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. I 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 flashings 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 e+7 C'V � 0 c� J W L � O C l4 L� N N O Q � CV Y 3 r O7 3 ca � co .. E Cc 0 �. U da110, 4 G F11/`�ll°d'�� 4 \ti p�ti •e �d�. zi r5,% °° �' •° •> F ° L rtf/f.��� S S1 �� ��otige 1111l frq 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. Q o a m- m I.,— 4 p N N � it 04-�a0 N LL LL C)LL a rL H M v LL co LL J U Z t7 _ � o o Z c o Y r� X� Wo'conco CoLu m U5 C � Z z Le) = MZ U O W ILW OU ❑❑❑ Z W N M 0 0 � o � ¢N ck- N M to z C9 0 4--+ LU w U 2 0 LU g N ct N .w was U U - E z�,r a c ¢ 0 • N W M J ZO Z S L.1_ [B ZO o > N ¢ N F= OCIO o z ❑ a F— rci CL O E 0 U U o U = ao ww �2 U:)C �� � oZZW W m 0 m �W i oWM �z go W cn a � m 0 aj a ?� �� 3 J _0 0. I o c O 0 > 00 T U cc r rn co co CN Cfl ( H T L N T Mc r LL :3 M_ r cal LO r CV E ' � c W O U C:)60 C0 r r 00 CV F— 0 cc LO F-' c7 CO LO N CN CDCn O t— M � iri In o Z co Z E O N M C Cca a U 0 J Q 0 C J JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET NO. 7.2 0" I to Ct- CV Co cV L0 F=- C3 0- cn O Q N N I O N J O LO L(i O I L0 r0 LO LC 0 I N I C9 N CD I CV LO PID Z3 Cr 0 .0 _Q Q N N I CD 0 N O J O I- I`- LID O I Ln Ih r- Ln O I N O CT t� Q O Q n7 N O 0 a E CD EE O 0 J 0 0 U J N r7 cV O N \ I� \ Ln 0 0 n.. cV O N a� v 4 Y cn 0 ZD L�J m 0 21MNiTIQIIAIM1192I 1 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE CN = 1 4:12 li I� n- 4:12 PITCH 4:12 I I± NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @EAVE Cif 2 Joe 2 C^V = 2 C'V 2 CV Z412 "77� � -3- I I CAI PW01 PW01 PW01 PW01 PW01 - D1 D1 D1 D1 D1 I �rIU_• v� v�� v� I a � i2 IIZ I I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION, PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH z ( 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 OFF RIDGE VENT .01 4' OFF RIDGE VENT 4" OFF RIDGE VENT 4 OFF RIDGE VENT 4' OFF RIDGE VENT o I 4:12 _ = PITCH -12 :12 412 o PITCH IT PITCH I I I a N op a a V a I I 4:12 4:12 4:12 ITT ITCH PITCH - - - - I I I 1 4:12 ' 4:12 4:12 ' 4:12 I� TCH = 1 4:12 - - PIIUH PITCH A 4:12 1 :)ITCH"I r F-_ PITCH ( ► I I PITCH r �t I� ct�� 1 2 1 2 FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION, DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS NON -VENTED SOFFIT = _ _ BEYOND - - - ROOF SHEATHING TYP. - -=------- ---- 2x6 - - - - SUB -FASCIA EXTEND THE (2) LAYERS = OF 1" THICK USG GYP.- WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" Attu Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilAting area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper,ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required vehtilatioh provided by eave or cornice vents. "CALCULATIONS BASED ON THL FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with h(ahufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENT§ 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit 19 provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (6hlhgle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WEI 1 Hour Separation Wall SCALE: 3/4"=1r-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 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 SQ. IN. of (See Elev) 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 (Zone 1) 0.0 271 Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 62 60 9 30 2 15 0,0 (Zone 5) 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2018 Bearing Wall Rating - 2 MR. Noobearing Wall Rating - 2 MR This design was evaluated using a load design met.had other than the Limit States Design Method (e g., Working Stress Design Method). For jurisdictions employing the Limit states Design Method, such as Canada, a load restriction factor shall be used - see Guide BXUV de 8"V7 * Indicates such products shall bearthe UL. or cUL Certification Mark for ju risdicticns employing the UL orcUL Certification (such as Canada), respeatfvefy. Ir 1.0 v ) f 4 I ' c!, pit .V �-!G `✓ .r j ...:-L -_ ...,.,M. "4 7 ; i HprtZCntRiSCttQri 1, concrete Blacks* - Variousdesigns. Classification D-2 (2. hr). See Concrete Blacks category for list of eligible manufacturers 2. Mortar - Blocks laid In full bed of mortar, nom 318 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of Ilea n sharp sand to I part. Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (by cement volume). Vert: .1 joints staggered, 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite h aming to achleve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Items). 4. Looaa Masonry Fill - Ifall core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), riater repellant vermiculite masonry fill insulation, or silicone treated per ite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1), ATLAS ROOFING CORP - "Energyshleld Pro wall insulation", "EnergyShield Pro,2 Udall Insulation", EnergyShield CGF Pro and Energy5hleld Ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge " CI Foil Exterior wall Insulation" and "Enverge " CI Glass Exterlor wall Insulation" HUNTER PANELS - Types Xci-Class A, Xci 286 RMAX OPERATING L L C-'TSX-8500", 'TSX-8510", "Thermas heath -XP", "ECOMAXci", "Thermasheath-3", 'Durasheath-T' THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board. Thermax white Finish Insulation, Thermax ci Exterior Insulation, Thermax xARMOR ci Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R" ci Insulation 5A. Building Units -As an alternate to Items S. min, 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 4a by 48 or 95 in. RMAX OPERATING L L C -"Thermasheath-5I", "ECOSA5EW, "Therma Base -CI" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or CUL Certification (such as Canada), respectively. Last Updated on 2013-04.09 GA FILE NO, ASW 08110 PROPRIETARY* HOUR 65 to 69 STG _ -FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1'" x 24" proprietary type X gypsum panels inserted between floor and I v ceiling runners with steer H stud between adjacent pairs of gypsum panels. (NI A 314" minimum air space must be maintained between steel components and - - - - - - - _ adjacent framing (as indicated by dashed lines in sketch). As an alternate to an airs ace, the steel components are covered with 6" wide battens of 1/2" p p .f PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of 1!2" type X gypsum walltroard NAILS EA. END BETWEEN screw attached to the steel Components. TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2"' regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. - SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-11T (Fire) PLYWOOD. BLOCK MUST BE 11-3/4"(Sound) PITCH CUT" SEE ELEVATIONS Georgia-Pacific Gypsum LLC....................................... 1" DensGlass@' Shaftliner ( ) Approx Weight: 9.5psf TO PROVIDE AS MUCH CONTACT Fwe Test WH1495-1290, 11-1&94; AS POSSIBLE TO UNDER SIDE FTSDesign GPNVA12o-U4; OF ROOF DECK. ALL JOINTS wH1495-o�a05-95: AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE 1-28a30-86; CAULKING. ITS 3160814COO-002, 8-3fM8; UL R2717, 04NK03't15, 8-18-04, UL Design U373 SEE PLAN Sound Test: RALTL10-291,8-31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONIC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD N N .o P cu W `moo Qn o c cc v c�a ry =' o CN to dv N cc 3 c. ar Y as ra � as E do CD W � 0aI o:Cm H � � s" E r0 En, � U " Ci Ai CIO C)" tv�v It 4� . �� G'7 v ;Y •�,,.0 .�y 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 - Residenhal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N U N# N ,e V ,0 O� co 4k e 7 LL7 8-0 > /g i M t!J UJrr-� LL w ai m y w a d ti 4 mE: LL d co Z °- O y L W C5 O t�l W. W Y t4 N _� co duQ (5c 1-m G � � � f W q � Z p p W z O U ❑Q❑ `.a 7 W V M CD z N M o g co Q � Q < J � to M • -, ts0 LU p L U O�p II �Nco w Cj � Y {Its - E m o M Q N 0 N T o M M z ¢ O w z LL to E Q O za wo Z o aN zp rl7 2� X¢ ao 0rr 0 �z I'° ao N C m J < m m� o¢ aw F a zz z a Qz 9 ui r 0 Ot Y0 oQ a °� C O •o > QQ 2 L) P L m M ,,� �I C14 Co ~ N M LO Co r o- '- N T /T N 00 U W in td U C:) T 00 N }, 00 cc L0 N N 04 O Cn Q � LLo cfl r T T a� M w cM L0 o Z z E O N `° a E U :? d o � JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 8.1 rn 3 I -a- N co I N LO 0 o- cn 0 N N I r 0 N 0 0 J 0 LO CD O I Ln r� t\ LC O I M ZD I Cfl N O I N r'r7 Ln Cr 7 cn 0 N I CD Q N 0 J tt' r` Ln 0 I rn M r0 0 I N i D- in 0 Q c `o r� N 0 0 E O E O _ c J ri c 0 a _j J a� N 0 N M LO 6 0 0 0 r4-) N O N M LO a3 0 0 CN O Uf ZD w m -a 0 SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD (STD) & LAKE THOMAS (LT SCALE: %4"=1'-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3 11Z' HTA20 1870 1730 9 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14-16d x 3 1/2" (2)HTA20 2430 9 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 112" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G I H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2% 8-1 Old H FGTR 4725 3400 w/(18)1/4"x3"SDSWOODSCREWS AND (2)1/2' x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16) 1/4"xX SIDS WOOD SCREWS & HDU4-SDS2.5 wl (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR- --- --- M VGT - F 4940 3555 N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 16401 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 810 14-1Od x 1-1/2" S VGT - M* 4940 3555 ( / "x " SIDS WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)1 Old x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)1 Old x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 3510-F TITEN TURBO SINKERS SINKERS �22p LUGT2 3310-M 4040-F 2920-M 3560-F EWALT (orr D3" Y) or (60)10d x 3-114-1/4" @ FRAME SCREW -BOLT (64)10d @ FRAME "X" HITS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 1 Od x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 1 590 1 510 1 12-1 Old x 1 1/2" HHCP2 680 595 (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 03-14-22 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 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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 IN FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 (A) OR 2 PLY :ARRIER (B STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 OR 2 PLY CARRIER (A)� SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j�(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O, x CONT LEDGER n u SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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 TO 45 DEG. (SQ FEET) I`-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 a=oft HIP -35.94 -49.57 -49.57 -49.57 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: 7/6" EXP. 1 (24/16) or 1V32' EXP. 1 (3�6) TILE: 1V32' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" 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=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] Cali 4" o 0 W CDe O ci a r_ CM m fV o LA_ x CL- o CN asC14� as x au cL a) m o a a v . � 3 � ss, as ci ca E 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 Engineer's signature and seal. W F' A 1!e9;?� �i o04 O M o v N itT;r' O N � � N a7 l Lo 0? W LPL t Cn M V LL ui a W a rye a J nw. Y U �t .` 2 ��rn O 7 L (6 p N O m Lu Q �� J Z Z ILW 0 of o W N co Z U W H OU Ell Z V M e'n- z 0 0 o � N Z o Q � J � — rz u r Nn z CD `o W 1 ' LL � m U O w o uao �Ncli S s ice... 0 o a Q N J< W M J �o Z ¢ � L.L @ o z o �o y N a- o Z® 2 00 0 O o E ao 0 XZ a f6 o i, Q o� F of m'¢ w o� go WoLL U5 > 0 ao x F O m ¢o r- � z "� J o wF �o a Ov zI¢ c 0 O .N > 00 U tU L rn CIS C%4 N O r L r M (Q ILL r LO T N a N r �T E � 60 �Vn U ) cc U v m r 00 N a-�+ 00 �— O cp U-) �—' M U-) CV O N M GD <N T— co T T 6 m 1 M j o Z z � E O vi L CU fa d E U _j N N Q 0 C C __J JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 9.1 - - � 4 1 1. , i : I d !i,:.ia Jill 61, Wilil IAI r;i e. ,wur, 65 o r ao... a,ewr" All 11 .:: .1.-Ai III - — -i i I CN cV 0 i N r7 Ln F- 0 U_ cn 0 N N I _o N 0 J 0 Ln 0 Ln M n CD I r� I O N I N Ln F— 0 o- N N I r` 0 N CD Ln J In 0 I ro ro LO cy- I M N i cn tz Q C �O rn N O i C3 E 0 E O S a c J d c 00 U a� M N 0 N Ln \ ai 0 0 0 CV O Ln I`(J a3 5 0 Y V) O _ w co a� 0 cn I IUNIT-A 1532 54'-4" IUNIT-C 1624 SYMMETRICAL � IUNIT-C 1624 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. 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(1)PLY 1450 (2) PLY 7-1Odx11/2" 6-16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 112" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 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 1025 900 9 - 1 Od x 1 1/2% 8-1 Old H FGTR 4725 3400 wl (18)1/4" x 3" SDS WOOD SCREWS AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16)1/4"xX SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)114"x2-112" SDS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 -- - N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 16 1/ "x " SDS WOOD SCREWS& (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"xY TITEN HD (2 PLY) or 52 16d SINKERS FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28) 1Od x 3" (1) 5/8" ATR w/ 12" W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY (32)10d x 3.114" SINKERS & 114) TITEN TURBO (32)10d x 3" & (1011/4"xY DEWALT V (2) LGT2 4060-M 4080-F 3500-M 3510-F (2 PL> or (60)10d x 3.114" SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCREW -BOLT or (64)10d x 3" @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1355 1140 1 24-1Od x 1 1/2" SP1 555 535 10 - 1 Od x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 1 Od x 3" SPT24 1090 12 - 10d x 3" HCP2 590 1 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)1Od 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 03-14-22 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 (6) TRUSS 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 w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-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. (A) OR 2 PLY ;ARRIER S 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 <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -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: Y16" EXP. 1 (24/6) or 1632' EXP. 1 (32/6) TILE: 1Y32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN t732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" 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. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS.(LT) SCALE: %4'=V-0" CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e" ; o -a> a> r > W o � s 0 J — � N N C14 s Ln 3= W Q, ns CU Off LU W _ 0� OPE•S S I OWP,,�hti,�e �rtlllttllit&���I,t�> 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 INA o E C)8 OUj 0 :t- t- W N LL LL h uu- m - W a `L J d (7 J LL u CO Z 0. Z �' t@ VC�l 0 O 7'mNcO m J C W��pj6' z Z IL ;p o of O w LO co z U 0 F=- N Z O ii ❑❑❑ LU M � Z N C7 � o � � Q � N a � N V, 0 O LL � LU u�� Ow o N cars �N U) S w J I V =O N Lv 0 0 N I� o M J z �z W Q LL C6 CD-® y zo a TM i N Za � tII so X U �o 0O U CD TT d o ¢ 0 Q �Z ro C m J � m 0z Qw Q o Z z Q o U3 a m WLL < 0 w az <F O 13; M c C)0 U L rn � CN N �r0 CV Mc Lfi T IL r r CN 60 U U) o co^^ V O r r +-+ 0° oo 00 CV 1--. 0 (0 Lf) +-+ M co Lo CN Cfl r M r LO r N ce) 0L.i�i Z Z E m 0- E U � a ro Q p 1 � a) J JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 10.1 I - I. . _ .I i .,,; 1 i. .­14 il&r' fi. _ - 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 Fff K51W.P, WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 7,111 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) k[jBD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER I ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G!�J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I i I I I I I I ( LAV 1\ _I I ti TUB/ W/C SHOWER LAV 3" 3" VTR AIL I i I I I I OPT. LAV INi LAV U W/C SHOWER „ � \2naF FCR STU DOR VENTQ � DBL SINK L W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (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 1500 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 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 0 Power Co. Feed 200A Indoor Panel Center NEMA 1 R MA N 200 AM P 3R Cable #4 Solid COPPER Ground 3" C.O. Intersystem Bonding Termination Per NEC 17, 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. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI .n. — — — —, I DINING I KITCHEN 1 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK \ GREAT ROOM /,,>ROUGH -IN\ FOR OPT I 1 / C.M j UPSTAIRS t DISCONNECT I FOYER G \ GFI @ 44" W.H. A.F.F. 1 \ 0 I I DB ENtRY I I GARAG E WP LIGHT AS GFI PER SPECSb DB&GFI TO BE ALIGNED GARAGE VERTICALLY LIGHT AS PER SPECS GARAGE DOOR I GFI --------------- I 1 I I � I I bZ f=a I I LLJ Q U I 00 IL I I twILL o W irV=� \ j�p=p ©W I I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. F— -- -- —1 I 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" ew 0 d UJ o� C f0 C, N d CL = o+ c E c ��rv0 v d E C'7 CV 0 CV 2 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. o Eoo 8 N W7 0 u7 00 N u- M H fn r n � - u, L1! co v a c- Q w C J a- Y V." LL co LL Z Z _ V 0 0 M� Y fON � m Lij Q i og�� ¢ M Wrn J Z ILW O Z N C.O. U L) Z 000 W V M Z N M o g z z J C1. N W N ' z C uJ J 2 L` 4 fC5 cry 2 w26 o� N U. UWA itS w ®® c � Q o �W M J a � Z ri E cd C>- 0 E v Zo O o z }N Q N Z oa F� r6S :z a 00 O E a Q Cc)C� Z a��i ru wa ww �J no Cn C �om� q o�Z o¢ ZM= m J agz o p z 0 a W CD S a 3 w n w a= J � o v <a 0Ia ;0 ° 3 0 O in > 00 T U M rn @ 0 O � H M co LL r In T =3N E 014 T Cr V O W (0 U O 00 m 00co CV 00 C"i Q CD lin c'M N N N Cu.-,) LO CO r M r r o co o Z M Z E 0 N m a. E 0 o JOB NO: 23-05735-05740 SCALE: AS NOTED SHEET NO, ■ 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 f ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN GG (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I HANSON BOX I I ___ — I I ti W/C LAV SHOWER 3" VTR AIL I I I I I I OPT. LAV I LI ,J I JAV L TUB/ W/C SHOWER STUDOR R" VENTQ DBL SINK LL W/ DISP. LAV I W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (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 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 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 R MAIN I 200 AMP 3R Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 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. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT GFI WP .rn 0 GFI I Ilk DINING \� KITCHEN oolp �- FI ;a / —-- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT. `/H'`, FAN/LIGHT 1 r� � I 1 / DB NTRY , 0 IIGHTAS ( GFI® ER SPECS DB & GFI TO I BE ALIGNED I VERTICALLY LU 12 f 3: \ ILL I I I I I I rQF_L _ C.M 1 UPSTAIRS L MG GFI @ 44" \ W.H. A.F.F. ` 0 I \ 1 I GARAGE I \ GARAGE \ LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I Ip Z I IQ a I I0 Q I LLIX LU LU I 5 LU COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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" ers c*a a_ -� -o d oCm- o �C_1� cl- N cc O a- 'n cV tr per � 3 = °D c CL) a m d a7i c c� c E a >o 0 CV M 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. W Q o E M00 R C 0 0 y 7 � � N � LLJ' LL in w H M O d D- C9 v J LL LL z 3: 0 L 2- O O _ 1:5 I W Z r°n�~°' ¢ z o O w N M Z U 0 H W ❑oo b s' N M 0 0 N CD z o � � U)L/)' Q� J a r M Z a irwimi W 0 a a--+ z„ a .� U 0 v1 �tn ,,., o � A U L aj Q 41 N14 0 J � L.L E y zo > m Z o Q 0 E V W Z z© oa H Q. 23 E Q p < a ,o ¢z WZ L a� ¢ o �= oUOF W zi m0 Z� m � J N m Q W c`.0 b 8< z z go W T � w 0 �Z W = H m � 0 J J =F a= 0 O >� T U moo, r ~ � L � N CCn LSD co T =3N LL T r E Cr�—� 60 U m f0 U o T 00 N 00 F— O LO c7 co Ln C N 04 � N O M (0 Lo C6 T m M v; U) o Z Z E O cc a E U Q p JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 11.2 PROVIDE A N SEPARATIOI` UNDERGI ELECTRICAL SERVICE PLAN SCALE: X"=V-0" CU E! c rm e r x cu-ca- <c 4 N N O g N F s +B ++ N .Zs W CP N sue. m C6 61 97 .0 N S. R � M CV O CV M O 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. W „ {igi J F o E N O M 8 N OM 4n y � LL M 0 3 d Ii a ul @ u- 3 a coI)n J LL 3 Z tln a Z Q — 0) R: O � ❑ L � _ O W C4 M m O Q O Z Z O w P:h• jA V N M Z U N H od --<a_ Z oo❑ W CD M � Z N oM O O Z N U) pQ r 13 M 0 C) �N o cn w Um 0 f) w o L� w UW& �N Yd r w ~ J E - L g V O N O Q O Y N � O � J K W C� O Z ¢ E O E V 0 Fz z OO oa B no 00 _ E o ¢ O O 1- 4 O w O a Z w VJ ry a z W o E m J O U m Z '¢ w ¢ nz 0< z go W CID3 ca wLL a o W o J z wF 9 F �o a Z< °3 C O O .N > 00 7 U o, M N N CV L L r co Ln N E T 60 C/) o U O 00 T 00 N 00 LO M LO O N O O ZD Q N "Itr a) `� C6 m o Z t6 N a � U Q p c C JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. 12 . Li , I -I I I r - LINTEL PLAN NOTES: ° 1. THIS PLAN IS TO BE USED FOR STRUCTURAL 'd°-e •d°'e•O-e- AJ,e •do-e- _ _ _ o ° INFORMATION ONLY. ° O O O = °'° - O O 8F8-1B/1T 8F8-0B/1T = 8RF6-0B/1T 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE d - ° d° © TO BE ASSUMED TO BE 16" MINIMUM DEPTH. O ® ° 3. THE NUMBER OF COURSES OF MASONRY REQUIRED U6," 0 0 0BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-06/1T 8F16-1B/1T 8F16-0B/1T 0 ° © O 0 O o 0 0 0 V o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 0 sF24-16/° 8° 4 oa/o COORDINATING THE PROPER LINTEL HEIGHT, 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 J) DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIGNATION 115 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED -1/2" a R = RECESSED H CLEAR QTY. OF #5 6 REBAR @ BOTTOM OF LINTEL CAVITY M.u. a Qw °a ° 8F 16— B/1 T a z ° °a ° bo z GROUT L QUANTITY OF tNOMINAL.° 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL OTTOM REINFORCING HEIGHT 7-5/8"ACTUAL I PROVIDED IN LINTEL (VARIES) " 8" NOMINAL WIDTH MATERIALS flc precast lintels = 3500 psi. Rc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ shaximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2.70 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. 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 U360 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. g. 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. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Lu ui \\� C.M.U. EoUcn in(DX r,Oro d W M W F- X pia? w 4 N z¢ Z S #5 REBAR AT BOTTOM MIN. (1) REQ'D 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 cementitious coating. See contractor specifications ON O F A POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION A 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I (�)MIN. OMK OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SYMMETRICAL Cn 6lil A � cu N a :1�. l 'O �N#. `• 0# `�� Ems• aesaae �ar Y _°PCs ' per' S . a, L0 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. o � CUOUO 6 qq nNi 0 '�7,N N ik LL LL fn��� LL w w 0 �rNiv 3 w a a .4 c � g o— m w U) z � rn 5 o o= _ Imo o o ' ,,� 5 'tcc6 N CO CO L Q GC� Z W c J CO O � O w M Z U L h ILZ N 0 U ❑El❑ Z W N O o � o a ti M v 0 `o �N 4-1 LL C6 � w O L.UN o y / (n) �• t— V � LLS N J I Elmc 0 N 0 ti a Jz W M M J O � z Q � C w❑ �o Z a E o oLL �© I--- t0 E O 10 00 OQ J o '0 d z W M 7= = U � m N m Q W o Z 0 g CJ� j T m < 4 0 a N W = x c� 1IQ o c O O f2 T U i� LL co rn �� CN f (D Co r N CN c LL T M Ln N E r Cr V 00 U iI3 U) V 00 r 00 �F—+ 00 GV O to U-) Ci M 1-0 C N O p � O N Cfl M r ��— CM o Z Q N `m a E 0 Q o c JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. L 1 rn 3 I co Ct- N to N M 0 Cr V) 0 N N I 0 N 0 J 0 Ln 0 I LO 0 I 1,10 1 N CD i N PO 0 a cn 0 N N I 0 CV 3 0 LO CD 0 I rn CD to 0 I P7 v tCr tz Q c tz O Q Q I- 0 S `o c c J c 0 0 v 0 I� M 0 L LO a� 0 0 0 a. M) cV 0 LO 5� 0 a 0 Li1 M m a� v N 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 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, 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 WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (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 MM) 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 TRI1-14. 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 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 OF 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. 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, fy = 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yi, GROUT FILLED MASONRY: 3�„ 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) 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 WI 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'X 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= 285PS1 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 BYASTM 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. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" 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 back -fill 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 traps, 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 overpour and mortar along the foundation perimeter must be removed beore 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 a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has 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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" 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 ET SHALL F C, S A L BE 0 A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWIT CH 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. ers N ewi c> -c P � W .r o Ij a o c cl- t!J R O a.. •N -a fV .0 v a, a n3 -r= c v CM c ces a a as �'� �y✓`�ry01. G.9 �� oe r,. 4n - c'+rro L.v y6ew�s 4r. h 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 V ul00 N Uall N ro a y_g� ® .5 M W N LL H M C) a a r Q w LL @Ao J LL Z Z ft Z @ern boo rc o o W 0 NOr (D MJ m U) ¢ Z LLW o rr o w rn M Z U 0 N O U ❑❑❑ W M � z N M o z J r M N z a �-1 CD o w 4--, LSJ OLIJ N �V) o (a r- ti C,) a w ° lad,= I of t W U p N L Q ®® N I� 0 w o09 Q u co E zo o >N Z a E O of w5 oa co H r0 Q �6 w 0o o o p to o 0, �Z d wg �J Z m om 6 o a� O �o JQ. U WoW T o LL ¢ ¢ a w � F m aLL o wa yo F M d- ola 2 0 3 c O O > 00 U rn co Cfl W H L N M CO Lill N E T fT 60 v) U CDrr^^ in oo CV 00 F- O ILn M M ld') C.0 N O O O Cn r Cfl f M r w CM llj o Z Z E w `m c E o U ° f Q p c C:D JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. a� 3 0 I co -� N t0 i N M v v 0 N I f\ 0 N 0 J 0 n CD 0 I M 0 I M I Cn i N M T Q2 v 0 a T N I 0 N 0 J LO LO 0 I r- LO C) 0 I i v 0 Un C i 0 i v o_ E F2 E 0 x L v C i 0 0 v J 0 t7 r'M 0 0 0 0 a rn N N LO v a Y 0 LL; M ¢ a� v N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking _ 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 16GAx1-1 /2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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 LJ HOME H C G GARAGE SIDE O O O 5'-0" ¢ - STUB -OUT FORLO v_0o o GAS METER 0 d- U O O 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-5" (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. 154" (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 3/4wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 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 — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x —lumber FILL CELL STD, 900 HOOK BOND BEAM w .� ..�. 11 STD. 90° CONT. #5 CONT. #5 HOOK BAR BARUL CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION (0 INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap ?"" min. max. �I 4max. Y Clinch nails when \ possible Tight fit LIJ 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Series (5 BCI5000s B arinq Location Depth 9-1/2" End 2-8d Intermediate 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 BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d j BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16"' 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION a@ 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" 10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbin / HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists g META12 TSS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below *Non -stacking walls over squash=20 blocks and Load bearing wall must stack over _ J g wall or beam below.* blocking and wall or beam below.* — require additional Joist consideration. Check local building When joists meet over wall, provide code for appropriate �1/16" 1 314" minimum bearing for each. I -Joist can be offset PLUMBING LINE details in One 10d box vertical to al l avoid vertica! plumbing TOP (2) #5's x 4'-0" areas) to o. high nail e sinker 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side j I at bearing. JOISTS OFFSET A/C CHASE4"PVC PENETRATION I SLEEVE THRU STEM j N.T.S. WALL ° a . a d d Provide adequate bearing _ _ a for each lapped joist. Use 10dx3" nails at 6'b.c. for all joist °, I 1-i I I, I I —I I —I ®: d : blocking panel *Non -stacking walls_i !- Squash block 10d nails require additional consideration. °,— SECTION INT. BRIG. WALL —M —1 i�-III=IlE=1i! �1 I! FINI GRADE (2x4 minimum) N.T.S. ! I Bearing wall, Versa Lam LVL or -1 I I�I I I=®! I I�I i I 11, I l i -III =1 l I=1 I _I 11=! 11-1 Glulam Beam ° _iil,Illl,lll-_Illl;lll; il,;,l;;; III„lll;olllii9 i11,�,11(,�,Ili NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 1 16" A 1%" ROUND HOLE MAY -� 6" 6'^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" DO NOT CUT HOLES LARGER THAN 1Y2' ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. I F UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL LIVE AND 15 PSF DEAD ON SIMPLE SPAN APPLICATIONS ONLY. 2. TABLES OR U 0 0 ( ) (DEAD) 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. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ 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 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 requirements 0.6 X Joist " `depth �a of I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR---'°• a . • ; . FOUNDATION INFO a, a' STEM FOUNDATION GRADE -I ,I�I,o,lil REINF. SEE PLAN r-vu �,nMOF— If rv%l SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE—\ PENETRATION PVC OR SCH40 SLEEVE /—PLUMBING LINE CID SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE ate. ' . a Q 4/ d- v Q cam' C cc o o. >E�� a, o '�o T E C, d L) M 0 •o IS- , t �� :a_. °. o 0 ". .� Naf�si 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 Q 00 O O N ci y O � �cc U. e: 0! to V w w �i NO a Mom,4 aS co v � w o- M U_ u_ d CO z �a 0 J Z O O Z �6�v � 0 5 00 X0 o 'ro N ¢W uu W (np�z oM IL z Z ow �C U=I- �N v ov ❑❑❑ W N M o 0 J r U) M -1 0 � 4-1 Z;; : O01w o C w 3 "... r-.- _ e t� ) c-112 ° N 0 o M �¢ o � w z U_ E oo Q� O � U wz zo oa Fp= (tf CL < C) o o o E co &Q t- wz wz . 2 ¢a mo m v N aw <� �z co¢o T 3: o o W W o Will! cl� ct .- Ao U S 2� >00 U ICU L ai rn ~ 1 L C'V M LO N E 1 r CTt0 00 ° C) C:) 00 CV 00 CN r— O co I� _E C? co � .0 (.0 N O p O 1 C T W ; v; LO z z E O 0) Ia JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET NO. SN 1 E v+ 3 -o I cV i v 7 v- 0 Q r cV I 0 cJ 0 J 0 I\ 0 I r CD 0 I M CD I 10 i N v v O 4 cV cV 0 J L0 0 I r- L0 C) 0 I M F_ v v cn 0 0 Q jC 0 Q M O v Q W 0 v i 0 0 U J v Lz: th 0 to 0 0 0 a- r") cJ 0 to 0 0 Y 0 U-i Cn m -n Cn Cv ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I I I I I I I I I I I I 70 I I I I I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CNbRD OR 2x4 #2 SPF I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIM SON SP2 / TOP PLATE 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° . BE IN ACCORDANCE w/ ASTM 111=T TTf I D 11IZ 1T=III—' D7158-CLASS G or H, or ASTM I I-1 I I=J=1 I I = D •-1 -I I -I 1=1' D3161-CLASS F, IN 2x4 CONT7 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) GARAGE DEPTH VARIES RESIDENTIAL I ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LLI a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E Nd' D W 6MILVAPOR BARRIER � , D A II I I D I1= COMP. SOIL. IT" (COMPACTED TO 95% = I I I I =1 TI MODIFIED PROCTOR I I I Ti 1= 11 ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z M � 4„ I - 6. pQ ..a 11111 T SEE A/S3 0R J/S6 J'Illl l I II i I I„ llir FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD 1 #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1 /4"x3 1/4" TAPCONS *SIMPSON SP1 1 1 SPACED EVENLY w/ (10) 10d NAILS �, 2x P.T. PLATE TYP I ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN = FOR CLARITY 00 z NOTE: *FOR BEARING WALL - - N - W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00.1 _ _ _ • ,a = I(T—IIr—I�t—IIf-1 (1) #5 REBAR w/ OPT. T TT==1I1= I1= I 11=1Tf=11:IT-- ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v A �.. M TI4n °O I'llllllllllr- =1 I —I I III-' SEE A/S3 0R J/S6--- -I I11 III it l l III F,—I r- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P w (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 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1;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) 2-0/16" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8I MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"'0116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CO 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 INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS — /2" 6 x 6 W1.4 x W1.4 ELEV. 4-3 1/2" @ 24" O.C.) WWF OR FIBERMESH �/ WWF OR FIBERMESH z �31/2"MIN. �31/2"MIN. A.F.F. p U_ 1/2"(min.)-4 IIITl�—I I f I I -I I=17f1�7�17�1 1 T�I-1�f1- _ n-4. N ° �II _ III —it —IT— = 11min- 4" min 1/2"(=I I_1—III I 11I II-=iI(2) #5 CONT. = III-1I (2) #5 CONT. IIIItIy418 B U.N.O. MIN. C MIN TYPICAL BEARING WALL an STEP (@/ TYPICAL BEARING WALL SHEARWALL C @ STEP rc C 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" PAS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x INSULATION PER FBC AND ENERGY coy' FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH , WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE — _ D . D M III —lit — :D D FINISH GRADE w [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] t.111— fl —III 6 MIL VAPOR BARRIER —I I I I I D ° I I I 11 —1 ff= I =1 __ 00 T �_=. #5 REINFORCING BAR R 1 7/8" TI III D : I.�.111T T—T'- III I III II-_ T M #�, I AP API Ir'.F —i —I COMP. SOIL. (COMPACTED TO III • D - I -I I_ 95% MODIFIED PROCTOR ASTM D1557) MIII�I111l�l�l�f1111�,ulif,��_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. 1/2" FROM SLAB J CONT. BEAD SEALANT ` . a INTERIOR a . a 4. -3 1/2" a a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ � a N M 6 MIL VAPOR BARRIER j,/ = ' =,I I II I II I II I I� 11111_, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D J Cn LU =1I1=1I1=III cn I I ''�I I ILI I I I II I I� I D•° (2) #5 CONT. ON 3" CHAIRS 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 III IIII---IIIT=' r (TYP.) 8" 1.4„ 8" I Ix 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS ram; ' AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR _ _ - & LAYOUT DESIGN a - TOP OF BEAM 111111� N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL -T - - -- - a G a r, ,I�, ,T, a I = _ -; BEAM SIZE & _E 1 r ' T ° III 11 CONNECTION INFO M = I 2x4 #2 #2 SYP P.T. FRAMING w/ = - '- MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 +- 811 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE W ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION I J COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=1'-0" SEE DETAIL 16/D1 FOR I w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND GARAGE O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I 1 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - TO FOUNDATION PAD -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. �' ' ON FLOOR PLAN w - SIZE VARIES PER PLAN M _-CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS C GRADE �, > � FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 , w SIZE AND REINFORCEMENT) 0 � • WWF OR FIBERMESH M co z w o v a BRICK PAVERS or SLAB PER p o "' _ - • •' • • _ z a - - - - _COMMUNITY SPECS " "' 0'-0" FIN. FLR. :IIIIIII III=III=III=III=1I1= FOOTING _ BEYOND +. _...•. PAD REINFORCEMENT 3" MIN. CLEARANCE :�.•'� .y :; SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING KCD�12 PATIO COLUMN FTG. DETAIL KN S ^ SCALE: 3/4" = 1'-0" SCALE: N.T.S. S3 rPa - eC= C, 0 d r' LJJ vl� ®, �$m>4 .r o L6 N CO ® >- .N o R CC: W CC i> C CJ - o o � E 0 0 a v c IJ Y �' ,« (� 06 -ttj _ °e { ° ram`\ Z Cs F °�i„ .. ICE' 01""ESS10;3P� a�\� 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 ww � o Oco(0)Co r J CC)LL� o � ` LL Lu W H 2 JI �1 13 � E o o pym mWQ D C) � _' WHZo 05 cz ZCo x O IL W Z UrhU Oz ❑❑❑ W M N M 0 0 Q M N z _ Q) 0 � U O c� ry w c) LLJ U p N • � o J z w cl­� M z o o z Q EE o�< p zp 1� � 20 Uo o E a o� �a .� r w� o wz �z �- �B -6 C ao z'a �¢ O U wo a� Z 2: 3 <° 0< zz W rn T O <0 <p '0 N W m w I- �� Q a¢ }O M C 5 d ,�- Ov 2O 0 > 00 U co � rn N N � >` r CN M co L.L a r C'V T N /-1 E V � 00 o co �'n^ U v! O m oo CV 4-1 00 F— 0 c0 I.c� M Lf� � co CV CV Ito O LO 1 M j6 L o Z M Z E O a E U _j ¢ 0 _j JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. S3 (MONO) q I CN I M r L v 0 Q N I (D N J 6 �t- LO r` 0 I 0 r) CD O I i I co N CD i N v cntu- 0 a N I 0 N J LO 0 I Lo 0 I N v o- 0 a C) Q N v d FE a E _ i v c J i a 0 v U J LZ 0 Ln 45 v 0 0 a NC'4 0 L 0 0 LO V) 0 m v \ (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM 1/2" GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d 7❑ ❑ ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER EXTERIOR FACE OF BLOCK DOUBLE 2x TOP - - EVENLY WALL IS 1 1/2" MAXIMUM ❑ ❑ RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vfiRiES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILT"), SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 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/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID INT EVERY OTHER STOUD W/ (3) Od NAI S F-. 1/2" EXTERIOR GRADE SHEATHING —�;; r__ - 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"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ 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 BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL DOOR OPENING DOOR OPENING --Nfg—DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED EXTERIOR � • ❑ � COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ El❑ 0/C FIELD S4, ❑ ❑ ❑ 2X4 PT STUDS @ 16" O.C. SCALE: N.T.S. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB 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 • MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 11 a 4 4 ° d $" STD. 90 HOOK g" 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 Afl- 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J " w T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL i 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e 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. SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK 4091.1 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- Tom/ Ploy qN 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA, SIDE OF DOOR sag -.SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn r nr��.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 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 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . 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 SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4. SIMPSON SIMPSON SP4 SP2 2X STUDS TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END U a. 2x TOP PLATE � U) V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL 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) °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" 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 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ Y16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD OVER 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON C P.T. ATE 10d @ 8" O/C SIMPSON SP4 SP2 SIMPSON _F SIMPSON SP1 SIMPSON SP4 10c ST �o MI TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 - 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON FF SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE J— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. C MASONRY WALL C 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L 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" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. c N U�, r- > C � —� >< W N = 1 cc N „ C4 e _ ®, C ��.�° E e � v •A� ` l - j 1, o /97 s� r y; 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. WW OE co 8 En N N v ® O0 N v �m� p I O •� In N LL s Q M u_ z o ,- Z � , rn _ L O 3: O O 0 7 (6NO W r, r o m w Q m ¢0w W o 00 C5 Z' Z < o 0 M lV i-- OU ❑❑❑ W M L N M o g Q oQ N unl' `o Q) IL Gn „U o w c� ) c W 0 ° N o Co W C, J o Z Z < 4 E a O (J � z ❑a 9E ra Mg 00 o E 8a E g< a Q� o °do wZ �w W, V3 C: o 0 m N J WS <w 8ZO ¢ 0 O < �z U W C/J T O co<0 LL � d _ W , < V OQ 0 ;s 00 .N C)0 > 00 U co L rn E (6 0-4 0 � H �— L a T ILL un � N C- N r E oO o co U O m ooli N H Q -' -0 c7 M LO (6 C\1CD N v N O LO Cfl T M r r 1 f\ C:� i j LO 0m Z Z aco d U _j Q JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET NO. 4 '-F__7tT__ iII I I SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SIDS 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-7 (2) 16d NAILS—\ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 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) BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FORzzy 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)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d 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 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE SHEATHING Ilk APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/(3) 10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS@ EA. END GABLE IS 4'-1" OR Zx FRAME WALL (SEE WALL SHORTER) i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE : (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . ��� �\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS N, "I AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED N (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2' 8 J BOLT 48 O C 2x4 "T" ON TOP OF PANEL @ 48" O.C. i I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. n n n n n 1/2 x 8 J BOLT @ 32 O.G. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 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-(* 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N f T X-BRACING, AND TOP r M CO " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 1/ " (° 50 00 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2- EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (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" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") 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 51/2" 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. 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 SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .... , ... .. �.... ,.... , .� ...... ,,.. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. �.viv i . vr_nniiv�a GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 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 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR \ CONNECTION 2x4 "T" ON TOP OF PANEL-J I BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS I SECTION g I� 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" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA 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)1Old TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z —1 a BRACING w/ (3) 10d x 3" AT = • 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 SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND A 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 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4 E " O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. � Ci w 0 o , ;t O - w o LU 'mot < o r 0 ;;T CD d w o r o o O X ----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) "T" 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 PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 e+n N o_ � d > u, J o .= a Q1N�° d o �. cc a� E v q .."313¢iaSzPa;�S . (4`�f n A,,'��i. z C`V 4 L1 t �qP '�`e�RR 11 LU dAi rr sC M. W 1 ti 15 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. `1 W Q v E O N V N v w 6op weer C O j N # ll. Li W M U) r r LL W uJ rNi v a o Q J W U_ Z. Z Z o 5 O 0 y' O N CO m W Q W Qgrnr� ¢ J m z co W Lo co Z V U 2 U O ❑❑❑ z N (7 o� z 00 (D Q r M QJ 0 05 fB w � U O Ln V� w oJim Ly N � U LU F— J E 1 U o N 0 Q N 0 e �® I� m M J O W z Z m z® 0 E U oz oa t— n3 �� 00 o �_ g, �z w WC �J c ¢o 0 m� Z , M0 J U �< aw � ¢ a o 1 z zo az f� � T o� N W m K g = r d w w� =O >O v 5 a o3 c O O N U rn N r CO I— r CV M c T � o. N r N E 00 o U co U o In ,— oo N a--+ 00 ce)1— O CD Ln a=' C? M Lo N N < CD T M v— r ui M -g M o Z z j E i i Ln ii f6 c a E U -0 :� o c JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH] - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" 0•C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A H PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT2!51 FOR MORE INFO w Lu 16" O.C. 2X S.P.F. STUDS o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) w 3RD LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <- 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL�p. - - �V1 SE7 S6 SPACE INTO APPROX. EQUAL AREAS. 11 FLOOR SYSTEM 1 ' ETAL SEAT ER PLAN 1 0 1 OR FELT 1 PAPER FOR 1 IN 1 MOISTURE 1 BARRIER 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 NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY . G a a. Na. . ° d 4' 4 \. d n4 Cl) ' I-1T =�f 7� 1rI—I IT —III --I 6x6 W1.4xW1.4 - � I=III=T—I � I— I 1=1 I I III I ''d' , d d a WWF OR FIBERMESH _ _-�—I I I d' a 'II I11 I11 I I a.d STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) Q) 0 4"x4" INSPECTION PORT AT LI_a EACH FILL CELL TYPICAL LU U) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE00 LEI - 11- STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" 56 SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD F - "- 2nd FLOOR W, BEAM/GIRDER 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)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- BAND JOIST *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 ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. 56 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 751". °O SEE FRAMING WEEP SCREED o z r PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST T-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 MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SG SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSg 7I F EXPOSURE 1 ( x II SHEATHING —x — PROVIDE II II BLOCKING AS REQUIRED PER 11 D Il r SECTION X-X IF i NOT FULL HEIGHT SHEET I C II Il 1 11 11 11 _ 11 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T _T ^II F EXPDXPOSUREI � SHEATHING 1 I 11 11 11 I N SOLID 2x III C III 11 11 I1 1 ALL BLOCKINGSHEATHING C O U) EDGES (SEE III OPENINGIL SECTION X-X uj EL 0 III G III x II II �w II IIII FI E 2xSTUDS WII 111 11 II 11 O. SEE PLAN d IIII I I I II I II II I I O I( LLI —IUD_L —i co 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 %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". U) ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u- = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O < uj Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL w LL - O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O O / Sd COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. U)0 12�c~n 00 a' U'Q xO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL 0 h ? N W MEMBER IF GABLE END a U w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM Inrnr r rr rIinrinki nrnnnnne FLOOR CONNECTION rB MASONRY 1ST FLR. SEE J/S6 1 �,16� 3/a SPACING 3/8 @ SCALE: 3/4 -1'-0' FOR ADDITIONAL INFORMATION. c 3/4" S 1/2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL (FLOOR TRUSS)60� SCALE: 1 1/2"=V-0" 56 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 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 - -dam e_ _ - • - -° - r I I I=1 I ..° 'A I=III III- 11 11=1 11=1 11=1 I I —I 11- ' (3) #5 CONT. ON 3" II III IIt—lil—lii 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" 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 T�7 SFFA �O�L �N 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.) (" C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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 O,o iF10 V� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONTAL @ 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 W 1.4xW 1.4 `r WWF OR FIBERMESH C A. . . d' Ch 11-1 '° \ d a d I I I I —I I I I I I I I 9 °: Iil -°-� I-111 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 EN'D 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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. 00 FINISH GRADE — co �IIII�' of @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u cv 0 N 0 r-• m -o > w o o �J a ca C:M v car --t - -o CO x — =�-a N O Q fV X L o v � iQ �CUin cc a- t: ;1i13 33t#dl¢F O/ IV iA �v ^ �b N" y 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 E S N CD 8 v ONCV N v 0�'� 0 W l.L LL k N fin uj CD a. a Q cN "u- a Y CD t7 J �-LL Z zoo = o :D ON If. W ? (O M J Q i W Cn J Z o ° o w Lo Ch Z 0 U N O 0 ❑�❑ _ . z N (th 0 0 N Q � Q N z Q) 4-1 O w o N E Imo... U o • N 0 o w M M J Q 0O Z 1 � � w o 7� a _ E 8U oa ni 2� -o o E &a "= °o, az p J = m� i Cy mm inJ Qz 3 �" 2 zz 5m 8 C10 o�LL dz N� W m d0 3 � o w w¢ 0 � ao <r zla o c O O >00 T.0 co (D 0)�-� T ~ L N '_ N (O LL r— M r T N E c� o CU U O 00 m N oo 00 � CD N N C:)N LO Cfl r M r r m co o Z LO Z E O ca 0- U J Q ❑ C J JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. S6 (MONO) 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 GLUT NAILED MATCH NOS OTHER 1 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 , -- GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS / \ DRAFT STIOP `f2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS I-,2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: Z " = 1'-0" V WALL SECTI FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT , I 4RS IN WALL 2x12 SYP ZA BEARS IN WALL I I —2x6 SYP I 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" / NAILS) VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' 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 [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I=I- Y 11 1 4--2x4 BLOCKING FOR 2x12 / I '-2x4 PT UNDER 2x12 C I , tAN DE MOISTURE ' \ CTION LZAATS / ' X" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / GA TOP OF I \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP [ 2x8 SYP DRYWALL STOP T ' MUST NOT TOUCH STRINGERS EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS J\\ NAILS) ON VIEW "ID" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD 12x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS ` L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER \ IOR DRYWALL SPACING H E SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 J \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ / PER CONT \ / V — L (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' = 1'-0" LJ I PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. NEWEL POST POST LET INTO _OCK DE "ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES 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, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 1� 2X STRINAR 2X BLOCKING PSON MTSJ2 w/ I 10d x 1 1/2" AIL \D OR 2X BLOCKING 3 FAD RISL2 / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" e� cw N C . -c W J a e� o c cc c� N �. H cc ® i N ® y .g CV � Etj s 3 f° Lp w o v a� N Q_� C E Cc o 0 >, , FF .m CV FLO �ZSySlgI "kill ;iBGPYf1��Auig"', 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. / d N O O UUU N �O LO CN ��'� /0 M Cl) p r o M W w Q U_ a c7 Z O rn o Z t�v_ o o ti 'N CV O m Q W o rn ¢ m W C w � o m o Z N M Z U H Q W N M O g J CL � M Vi 'p�'^� v O V L IIIIIIIIIIIIIIIIF 4-1 �n U 0 ,_„ g c w c� o wrs C.) LU _ law = y U =O y c U' a� O N � ~ o i w co m o3 z z LL �E o C, u z Wz�� > m Z® o 0o o oE �= ao o< �z w � wo o ww CO ra ra 6 ❑ z W ®o 0� U �g z F z0< COJ F aw Z �j > T ;t > gg D Q� LL zz a Q U a D w W m Q O O ii r F 3 I o w w �o M O _ 0 3 c O ,O N >� CD T. U M MIT— ci rn m co N CD t0 F- L r M co r ILL. .— N CL T_ T Cr 00 co VJ o U O r m 00 CN F— O � Lr) M M LI") ,Q N O O O (V L.f) CO T M �— r a� m co r1__ LO o Z Z � O 2 cc n a w E 15 U _j Q p c 3 JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET NO. ST 3 b I cD -d- I N M v C Cr 0 N I O J D ll-) 0 I to M 0 I K! i 0 I co I rN r L 0 cy C Co .a N N 0I N 0 LO 0 I LO LO LO i M i O n a i Y O Q PM O /, 14 o_ FF a 0 `v c s= J 0 0 U J LZ 0 v 0 0 ,1 M 0 L\ LO 45 0 0 S2 O lil Q m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING 1 FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 31 6 x 3-1/2 TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH �� 1 x4 P.T. & 1 x8 P.T. 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. -3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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 2 1/4" 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 BLK.) 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 NARCH 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 --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 3 1/4" 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 PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END 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 Wi (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x 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. 8 FILL SOLID BOTH CELLS #5 RE& (TYP) STD. 90' HOOK (1 'i MiL +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 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 2 1/4" 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%" 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 2X6 T NAILS 2X6 TO 2X4 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 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 NOTE: REMAIN FREE OF MORTAR. 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. GLASS 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 MAYBE 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. r r r LFILLED CELL PER FOUNDATION PLAN R YP.) THE :S CEPTABLE INSTALLTION DO NOT DO THIS ,B @ FIRST COURSE 49, 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ 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 —j--- j PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW I 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 SIMPSON r STRUCTURAL SOFFIT H2.5A w/ (10) v FO SCALE: 3/4" = V-0" (--)FOR ALUMINUM SOFFITS WITH SPANS 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER r THE SOFFIT FL PA INSTALLATION CRITERIA 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" °. C D'47 D. D D !- I I I -I f i III�IT_I„r111- g 1—� D � I I —1I I —I' ° 1—I I1-11I I GRADE o D lit co N e z_ •D . e ' ° N. (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" *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X 0 + �FNGTjy + + + + + + + + ` + 2X4 SYP — EACH TRUSS CONNECTOR 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 Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" Q.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING \� BLOCKING AS + REQUIRED TO �+� + SUPPORT SOFFIT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1)- 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3,-r - cGr- cuPI=T m nntn x z O O w L) UL M U FILL 1 st 4 COURSES SOLID W/GROUT a a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. "" a"" • G OVERHAN .,' .a a 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. r-On 51 -0 1 1 NISH e' #5 BAR rIN 41 °°CENTERED W/ TOP o O ° • ' .s _ KNOCKOUT / N ° CHAIR BLOCK f p.. MONO FOOTING ,v pe SIZE AND REINF. PER PLAN - - AND SECTION DETAILS r CLEAN FILL DIRT Z ° o °•' ffTANDARD " HOOK iv #5 BAR IN FILLED CELL •; �, . -�� -•, , -, , �•c♦�s♦ \�,.s• \ \pia• \�.s•Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-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 (2) #5x6' iN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c c a as :� Q -c W a to cJ e`er„ �o o vs N -=�-S c o c � � o An I P ry ' "< e a a r� 1`b J N FL0 �. 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. v EEo S N O M N � Q U r co, N O ..4 D '� Cc W U_ 0 rn��•R L w w Mo a a �t 4 c- a Y 'i � -� � O ��_ 0 o _ CO rp 04 m J Q �W�g� p g r Q m (0 T P Z W J w z n N z Q 2 C.O. N U n O U ❑❑❑ tU M � N M 0 00 N Q Q 10 M Ln C1 0 4-1 0 r„ o �� wrs n ai Uj in 0- I 8 t . y � U ,O y ra, N 0 O�.4 Ira Q � W M M J ¢ �S z Q E =o o z �N z© o E U W Z p d FT � — 00 E �- ao 0� �Z <o <o ro mo m m ¢ W S ' C/� p WLL � z 3° a W �W C) O m 0 ¢� z r ,a o wa >0 a C 0 0 Op L L ca ' d N 0 /�•y �i/ [ L T CM Lf� � T LL r E0-4 _ 00 �/�� o U Lf J O r �-- �'p 00 CV 00 0 Lf� : � M M LO 04 O p O O CSC r M r r ai CM o z O N N N a ci _j Q o C JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO.SS *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS A SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS BRACING - 2x4 SPF OR SPAN FROM EXCEEDING A CK WEBS FOR NAILING SYP w/ 2-16d @EACH TRUSS S MAX 24" SPAN (EITHER USSES HIP WEB SIDE OR BOTH IF REQ'D) G.T 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 (2) 12D NAILS —} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 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 WOOD TRUSS 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 2x4 SPF 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 @ 2'4"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 3 _ --• a •- IM o • 1191 oil I 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT IN EACH COURSE. � FLOOR CONNECTION aQ EXTERIOR WALL SCALE: 3/4" = V-0" L 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. 0 0 I 0 0 0 I SPLICE 0 0 0 0 2'-0� SPLICE BEYOND PART. ELEV. VIEW 1 all n r DBL. KO. BLOCK MIN. MIN. TYP. a o a V-0" TYP. 0 De 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 24" MIN. (2) 2x8 P.T. LEDGER 17 LAP SPLICE ATTACHED 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 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. ICI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" 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 DETAIL — ADJACENT TO TRUSSES 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 IR 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 GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 10.4 T(ICAI A ILS 2X6 P.T. CONT. LEDGER 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 MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 41'x3" 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 BLOCKING @ 48" O.C. MAX. W/ 30 LB FELT (SHINGLES) (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 OVER PARTY WALL 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.) o o I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING ° o R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o I 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2HIGH STRENGTH SCREWS @ EACH TRUSS TO IP OR 5/8" GYP. WB. W/ 1 3/8" LEDGER STD 902 HOOK 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 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 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/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 RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM 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 (1) #5 VERT. IN FILL CELLS (SEE — FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. 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 w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO _ U 1x P.T. BASE NAILER ONE SIDE OF THE Z J STD. 909 HOOK FLOOR TRUSS FOR AN AREA 151 Un 12-(SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE IVIL (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T ORD BRG. FLOG ST 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. TYP. "S" MORTAR (TYP.) U Z J �U) N 4"x4" INSPECTION PORT. AT ------EACH FILLED CELL (TYP.) 0 r- (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION(P­�W SCALE: 3/4"= V-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X4 P.T. oAc� NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" -'—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE C REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL T F.F. 00 VARIES WITH b SITE GRADES SEE PLAN CV T 3 #5 CONT. ---� 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 e+rs c.0 0 d� > W o_=® e' U n CS - C 2 f-? N e-0= C LL N cc G i Q N� � � :�i E ;i t td/,j�. ,`,�,���\1ei11illlllt 01 FL - . '�F8S10�F •,� '/ tnIIIv%1\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 Engineers signature and seal. ab rbi E N N V W 6 c:: - .' LL LL o W y ai � fnrr� W u! M a a rNi 4 c s a Y tj Co W W Z CS E cc C-:� 0. ra W:° o ,b y < W o�[_Y ¢ - M w z 0 Nz ¢0_ U z O ❑❑❑ Z W y z N M og co Co z o � Q N z c� o '_ LU m U O(D' NV) w U � �, E 8 .. w. 111; = 4- U o Co Y ®® Q °° N 0 0 w M J o � Z Z LL z� Z o Zo o. o E U og wz oa H- (ti U O � o E o co &a ao U < Sz � � c =` m o° Z m �o m aw � S� �z Z go W Co a m w = � a �w a w o w� 00 >0 a _< ° = 0 0)00 > L ui lca CT0 ~ L � C-4 CV (� LL T T M Il O T--- N �- N T I� 0 o U Cn U O T 00 00 tV 00 CV) C14 F-- 0 m LO C? CM Lo CD N 0 0 O O N � � LC� Cfl T T T ai CM 7 L o M Z N E c E a c a 0 _j ¢ o JOB NO : 23-05735-05740 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) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( 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 TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 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 S DO NO' BOTTO PI Afor_I FOLD UP WEATHER RESISTIVE BARRIER TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING" SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 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 WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING (SEE DETAIL WP07) ED FLASHING LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 v 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING 4 EXTERIOR DOOR WITH DECK DOUBLE 17 JOIST �/SGLE WOOD BEAM JOIST BELOW 14 SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 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 1'4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 - (0.6 cm : 30.5 cm) include flashing 6s described in Section R703.4. 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR 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 water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE 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 manufacturer's 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 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 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 2 O 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 , 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. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g 9 pP (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 RELEASE PAPER TO EXPOSE VERTICALLY AMINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM 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 P 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 7 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. ]M EL 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. Water Resistant Barrier 7.7.At built-in clutters. =LF-ADHERED FLASHING kTCH HERED FLASHING 1 2 4 5 zF------------------- 11 �� Qw PLASTER STOP (n CONTINUOUS BACKER W U ROD & SEALANT W D_ M Lu o q rn a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 �-STRUCTURAL SHEATHING _-STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I I,SF LATH i 1 Hill I I ACKER ROD J� FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 Cn sv G N c o � .r CD=o > W O 6 c� c ev c.s CID R o E C o, M CV Cz:) CV M 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. 4 �E C" O M � CQ N N N m ry W 0 U)v 2 22�LL ci J 1'4 U) 5 T - rU r r-- LL w N o a w Q c U-� 0 1 µ J U- Z 9 Z O Z t m v O ❑ o N (O D]Lu Q _n} W O r - F m rn rn kIL LO o< o w Cl)LO Z U 0 H < O v ❑❑❑ Z _'^,; W M � � N Q U) a M C1 QA U o L1 U O>_,., o Ly N � c LU 1' (1 _ Q • o o M � } Z w Z Z Q LL (6 EWs o z0 Zo ¢@ Zo � V ❑a ccw� H rC1 ca .0 o E �� �- Q2wz o �w <z m� 0� Z3 � o � O � a W m <0 G aLL z� 3 J o _ ; o a v za ° 3 c O 0 .N '00 _ co L co �1 CN (D L r (� LL r CM T N i "T- T Cr E 00 V o co U o in oo N 4-1 00 CN F-- O � ILf'� N 0 0 O M < N I.f Cfl T M r r m CO 0 Z z E i6 U-) in n U a v Q p c JOB NO : 23-05735-05740 SCALE : AS NOTED SHEET NO. W P t­,.Alb ,:IwI Mounting Brackats 00 Gaulgei +1,s2° x+1 11° x 2-12" TT Sack Cross Support (May be cut tc1'JtJf) 5� Anchor Schedule Right StaCket (16 Gauge) Bolts 'I 2" Dia, A325 fdalw. (TYW 0 ' 0 IL 014 Self-Dril ling aerevaa 1 0-5/8" ` A/C Urpt Bottom Edge F urrl ne Strap (Typiinfront) vyel£)1�r5 Front Cross Support Self -Locking Nuts (May be cult to W) Left Bracket (16Gauge) t � SeIP 17rllirtg SCT"i`, 1`iT'rtu i3racEtets S Back Cross Support Into AK Unlit Berttonn Side (typical:3 each side for hurricane use) Si-13x: ulst4 .bun. xro trlul:ura-a ar.- fie- r'l matt: ­h H.'ex A. &rarer E:m�Jnccferi R,i&ezi 5 hleiag a cInitalale -porn re usen (a3dlta1slal will nPp1p} Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pege 1 di I2n 612021 Code Entity or Dale Data Data Pendlna Die mokil version Manufacturer Contact knolnoar A License Validated By Validated 8ubmltted FSC APRroyol Approve Stevie AHlnnaiion 2020 Smart Vent Products. Inc, Internet Graham Hermes F. Nor- P.E. Locke Bowden P.E, 12PSQ020 12i1612020 12/28,2020 Approved Category: Oductural Comporr arts (877) 441-8368 FE-73778 (334)300-1800 subcategory: Products Introduced eaa Result of infoosmadventcom New Technology Compliance Method: EvaIu Uc i Report from a Florida Registered Archtect ora Licensed Flonoa Professional Engineer FLA922-RS P-ducts Quality Assurance Approved for Use Aoprovad for Use Impact costal Saba Product Mader. Numhar or Name Product D-odathm Contract Ezoiralion Dafa nI HVHZ outside HVHZ Resistant Press ire 1 SmedVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/512023 Yss Yes N/A +1001--100 2 SmedVent Model #1540-511 Dual Function Flood and Ventilation Vent 12GI2023 Yes Yes NIA -1001 too 3 9marlVent Model #1640520 Insulated Float Vent 12+312023 Yes Yas NIA *1001-100 4 SmedVent Modal#1540.521 Insulated Flood Vent 12131/2023 Yes Yes Nhk +100F 100 5 SmedVent Model#1540524 16&qu.1; Garage Door Flood Vent I?J31/2023 Yes Yes MIA WA 6 SmanVent Mod.I#1540d70 Wood Wall Insulated Flood Vent In/2023 Yes Yes NIA i100F100 7 Sma"m Modal#1540.574 14.5&W.I: Geroge Door Flood Vent 12131R023 Yes Yas N/A N)A code Tv oa Version Marrufactun Revision 2020 Drexel Metals. Inc. CategoryRoofing SubCategory: Metal Roofing Compliance Method: Evaluation Report from a Florida Reelst tad Architect ora Licensed Florida Professional Engineer FL#17679•REProducts slog Product Model Number or Name 1 Drexel Metal Roofing Systerne Page 1 err In4T2021 ate we Data Pendlna Dels, Validated Submitted FEC Auoroval Aocroved Status 08/10/2020 OM912020 O920r2020 1W13/2020 Approved Quallry Assurance Approved for Use Aoprovedfor Use Impact Design Product Description gomrad Exolratloit Date In HVHZ Outalde HVHZ Resistant Pressure OMG I DONS, D MC 15065, DM C 175S, DMC 2005. 12l312625 Yes No NIA +OI-186 DMG5V Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards &saps Product Approval Application Detail 49£ Enll[v or Data pate Date Poldlna me rf8@ Version Manufacturer Contact Enoinesr&License validated lax Yandatad Submitted FBC A000val A--d alalus Revision 2020 Therma-Tru Corporation Steve Jasper- Lyndon F. Schmidt. P.E. Ryon J. King, P.E. 04/152021 12r3112020 04222021 D61082021 Approved coarg .Extarior Doors )ago)843-7628 PE-43409 0813j 78T-6555 subCategoy: Swinging Exterior Doer Assemblles slaspersinfIllrhermatru:c Compliance Method: Evaluation Report from a om Florida Ragistered Arch ted or. Licensed Florida Professional Engineer 011-02046a-R5 Products Quaaty Assurarree Approved for Use Aooreved for Use Impact 2990 Sea # Product Model. Number or Name Product Description Carnal t ExZ on Date in HVHZ Outside HVHZ Resistant 1 e. Thertne-Tru Fiber -Classic and Smooth -Star Naninal 68439'8 8quct:lmped8quet: Opaque 12r31202a No Yes Yes NIA Composite Edge Fiberglass Single Door (lnSwingroutswing: X configuration) 2 L. Thane-Tru Flidenwo r-GI-en, and 5th-Star Nominal 6&#3as&quc{Imped&quit; Opaque 12l312026 No Yes Yes NIA Conposke Edge FLerglass Single ➢ou vtth Siderte(s) (Inswing/Outs'wlog: XO. OXor OXO configurations) 3 c, Thermal-Tru Fiber-Classlc and Smooth -Star Nominal6&#39:6 &quotlmpact&guet: Opaque 12n12026 No Yes Yes N/A Cdnposlte Edge Fiberglass Double Door wb or withmt Sidelltes Onsv ingrOut-log; XX or OXXO configurations) 4 . The ru Flb r-Classic and Smooth -Star d tine-T e Nominal 8&#396&q ot.lmpact&quo)Opoque 1 2r31/2026 No Yes Yea NIA Coin cello Ede Ftbor lass Vr s poor P 9 g M Inseln lOuisa n ( Xconfiguration) 9 9 5 e. Therma-7ru Fiher-Classic and Smooth -Star 0 not m &not Nominal 6&#39, &q ,1 pad q .Opaque 0 6 12/31R 2 No Y es Yes 1 N A Composite Edge Fiberglass Single D.-io Sldeliteisi,lnswing/Oul-Ing XO OX., OXO configurations) 6 f. Therma-TN Frear-Classicand Smoom-Star N uninal 8&#39;0 &qud;Mpad&quoL Opaque 12r31f2026 No Yes Yes NIA Cempocita Edge Fiberg-a Double D.-ith or with out Sloeldes dr sxing/Outseing; XX or OXXD crxifgu retione) g. Th ome.Tru FlberLlassic and Smooth Star Nominal 6&#39:8 &qud:lmpad&quit Glazed 12/312026 No Yes Yes NIA Composlte Edge Fiberglass Single Door (Inaw'Ing/Ouls'o'Ing: X ecnfigurst on) 6 h. Therma-Tru Fiher-Classic and Smarm Star Nominal 6&439:8 &quoklmpact&quit Glazed 12/312026 No Yes Yes NIA Composite Edge Fiberglass Single D. -rlth Sidallta(s) (InsdinglOuraw)rig: XO, OX or OXO ..figurations 9 r-Classic er-Classic and Smooth -Stec I. TherFibe Nominal 68#30 B &quorlmpact&quit: Glazed 1 W112026 No Yes Yes NIA Composite Edge Fiberglas- 0-Idle Oeuwlth or Wahout Sitl Iltes tins imlJO t x ng XX or OXXO ,.figuration&) 10 j. Therma-Tru Fiber-01-c and Smodls-Se, flcminsl 8&#39 0 &quot'Impsd&quit, Glazed 121312026 No Yes Yes WA Composite Edge Flbergless Single Door (Inswmg10UeaWIAg. X Confguranon) 11 k. Therma-Tru Fiber-Classicand Smooth -Star Numinel 8&#39'0 &qudjorpad&quor Glazed 17J3112026 No Yes Yes NIA Composite Edge Fiberglass Shoo Doorvith Sldelite(s)fl - glOutsnng: XO. OR or OXO c nfigurat one 12 1. There-Tru Flber-Classlc. and Smodh-slar Nominal 6&#3e,08quotlmpsct&quot Glazed 12/J12026 No Yes Yes WA Ccxnpoate.Etlge F'herglsas Do -be Door vdth o without Sidelitax (In-iing/Outsaing; XX., OXXO cofigumlons) 1 3 e e u r c n Smod -S r m. Th r Tr F be Class a tl h la Nominal 8&#3 a & ud Ion d& not Glazed 9 q Pa q IMI/2026 No Yes Yes NIA Molded Open Composts Edge Fiberglass Single io Dr dnawngroutsmng Xconfguation) 14 n Thera Tru Fib-Classicand Smedh-Star Nominal 6&#39,& &gaol Impect&qu.1Glazed 1213112026 Me Yes Yes NIA Molded Open Composite Edge FberSfass Single Door with Glazed Molded Open Sidel'le s) (Inswinglo""' fig, ""0"u OXO co7figuralions) 15 0. Thema-Tru FIbet-Claesle and Smocth-Star Nominal 6&#398 &q aOmp 1&q of Glazed IM112026 No Yes Yes N/A Molded Op O p ice Edge Fiberglass Double Door o4th "i hourGlazed Molded Open SIde6les (In-Ifig/Oun.ig XX or OXXO eonfiguragen6) 16 p. Therma-Tru Fiher-Classic and Smmth-Star Nominal68,431) s &gUot;lmpaM&quit Opaque 12/31R026 No Yes Yes NIA Edge lass 6n Composite eDoorwilh p 9 9 Single Molded Open Sidelitefsj (InewingADutsvnng; XO, OX or OXO cp 'i rations) 17 q. 74erma-Tru Fiber-Classlc and Smooh-Star Nominal 6&#39,8&qud;lmpadt"..t;Opaque IM12026 No Yes Yes MIA Composite Edge Fiberglass Double Docrwlth or with out Glazed Molded Opsn Sid.htea (Inswing/Outswing: XX or OXXO configurations) Florida Department of Business & Professional Regulation Page 1 dt Building Codes and Standards 1/ea021 Product Approval Application Detail "Cla codo Kni or Date Data Date Pendlnta 1Date mme Version Manufacturer Contact Enoinesr&License Validated By Valirtah,gi Submitted FRC Aoomval ADprovetl status R-Irion 2020 PGTlndustries Jane R..Owskl Mlarni-Dada 8C@0-CER Miami -Da dal "COO -VAL 1111:x2020 10262020 11242020 Approved category: Exterior Coors S41) 486-0100 (766) a151590 Subcategory: Sliding Exterior Doe Assemblies )rOsowski4gpg11ndusMes.c Compliance Method: Certification Men, d Lisdng om FLt)251-R3TProdtidis. -. Quality Ass ne. Aopoved fse ar UAocroved for Use Impact Dual- 9ep# Product Modal. Numb or or Name Product Description Contract Expired- Data rIn HVHZ Outside HVHZ Resistant Pressure 9 SGOSfiTO (Large: Missile Impact) Vinyl ailding Glass Door 0411412021 Yes Yes Yes NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATIOSHIEET(2023) d Florida AdministrativeCode 96-72 lease provide the information and approval numbers on the building components listed below if As required by Florida Statute 553v842 an for dalr � p pp g po they will be utilized on the construction project far which you are applying far a Category/Subcategory Manufacturer Product Description Approval Number(s) Teat Pressures Exp. date RS 1. EX TERIO R DOORS ITherm IFIber-Classic IFL20461.1 A. SWINGING aTru andSmooth-Star (ION -IMPACT) +67.0117.0 psf 1 /31/20 ThermaTru Fiber -Classic andSmooth-Star (IMPACT) FL 04 8 +67. /-67.0 psi 12/31/2020 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,0/-80.0 psf 12/31/2026 B, SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332,5 +40,0/-40.0 psf 12/31/202 PGT ;Series 5570 NOA 21-0205.03 +38.7/-38,7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (1 , 7) FL8 48.10 +30a0/-83,5 psf 12/3112023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34,4/-38..3 psf 12/31/2023 �'+y,. METAL LOUVERED DRS 4J Curries Division of AADGr Inc 607r.707r r.727 7471 and 847 Single &. Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL174991 +60,0/-60.0 psf 10I8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35,0/-35..0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/- 0.0 psf 6/22/2023 B. HORIZONTAL SLICED MI Windows and Doors Series 188 FL15 51A +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30,0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60,0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series) 10/20 FL6694 +50,.01-50,0 psf 7/1512024 Pella Corporation 10 Series Flange Fred FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353,.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/202+6 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 NIA 12/31/2023 B, SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75..01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sant FL16544 R5 +54, /-54., psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL101 4.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiaymlent FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYS nCIS TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 1.2/31/2024 Lomancor Inc DA4 Exahust Went FL17202..1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F, METAL ROOF Drexel Metals, Inc.. DMC 100NS, DMC 150SS, DMC 175Sf DMC 200Sr DMC 5V FL171679.1 +0/-180 12/31/2025 5e SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel St mPanels FL15076,1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A NIA 12131/2023 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn,. see chart Simpson Stang -Tile see chart B.. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999..4 N/A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FI2197.5 N/A 12/31/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527,5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products Inc # High Strength Concrete Lintels g � FL1 74 7 N/A 5/25/2024 at I review. I understand t i of inspection of these products, the follow information must be The products listed below did not demonstrate product approval pen view and a d the at the time p � p � available to the inspector on this 'obsite1 , 1 copy p P provar co of the product approval, 2 I"""' � APPLICANT SIGNATURE DATE a --A N N Florida Department of Business& Professional Regulation Paget of M �F Budding Codes and Standards 1/250022 (� Product Approval Application Detail 0 r .+r.- r•�t.a k:s= a ' #��.4,'r,,M ty''ra :`.v,'mrv�. a3,' >�v.� ru. t' .< I.."+,.:". .. -_ _T.. 3 .� " r .-a) .4 `?;Iti:;i,. 4 , , ..'�.F'. s. • ,..z#; � 1 :s,:..r..,Ar , ur' e '. 1- C) 0 L Code r or Date Dee Date Pending C13 70 CL T-e Verslon Manufacturer Cobble Ermine & License Validated By vaiiaaten Submitted FBC Approval Approved status Revision 2C20 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P,E. Ryan J. King, P.E. 07/2312020 071IT2020 0712912020 1011312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 757-6555 Subcategory: Srdnging Federior.Door Assemblies gaspersongthermatruoo =3 U U)Compliance Method: Evaluation Report from a on VJ '0 Florida Registered Architect are Licensed Florida Professional Engineer FLtr20470-R3.Produms Q ^ O Ouali�iAssuta�ce Al �ro ro� ed for Userot 'r d for Use Aoareved for Use Impact Destort O Sag # Product Model. Number or No.. Product DesorptionContract ExOlratlon Oate In HVHZ Outside HVHZ Resistant Pressure _ LL 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quit Impaot&quit Opaque I Wl12022 Yes Yes Yes NIA O L;z "_ (6 Composite Edge Fiberglass Single Door CU O (f nsvnng/Outsw ng; X conf gust onJ U) 7C3 2 to Themta-Tru Fiber-Classii. and Smooth -Star Nominal6&#398 &quit Impact&quo1, Opaque IW12022 Yes Yes Yes NIA �1 O Composite Edge Fiberglass Single Door with W iy Sdeli e(s) (InswnglOutsvdng, XO, OX or OXO U)�+ Q configurations) U) 3 c. Therma-Tru Fiber-Classicand Smooth -Star Nominal6&#39;6 &quot;lmpact&quit Opaque 12131=22 Yes Yes Yes NIA _C00 Cl Composite Edge Fiberglass Double Door with or vothout Sldelites (Inswing/OutioNing; XX nr OXXO yi V J configurations) 4 d. Therma-Tru Fiher-Classic and Smooth -Star Nomin2l8&#39;0&qu0tlmpact&quot Opaque 12131 Q022 Yes Yes Ye Ni Composite Edge Fiberglass Single Door 0 nsWingl(Dutswing; Xnfig configuration) � 5 a.Therma-Tru Fber-Classic and Smooth -Star Nominel8&#3g;0&quotlmpe, quit Opaque 122312022 Yes Yes. rim Yes Composite Edge Fiberglass Single Doorwith Sidelde(s) (InewinglOutawing; XO, OXor OXO y configurations) 6 f. Therma-Tru Flber-Classic and SmoothStar Nomin2l8&#39;0 &quctlmpact&quot Opaque 12/31/2022 Yes Yes Yes NIA S f� Composite Edge Fiberglass Double Door with or without Sidelites(Inswing/Outsmog, XX or OXXO t3 CV configurations) nn . 'a Y6 7 g.Therma-Tru Fiher-Classic and Smooth -Star Nominal6&#39;8&quetlmisct&quit Glazed 1D31 r2022 Yes Yes -edF Y N/A U) C d Composlle Edge Fiberglass Single Door (I naw)nglOutswing; X configuration) 8 h. Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&0a.8 &quotlmpact&quA Glazed 12I312022 Yes Yes Yes ,d sue.. Composite Edge Fiberglass SingleDoon^nth Y Sde(ite(s) (InswnnglOul ing; XO, OX or QXO configurations) al C- d 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#388 &quot Impact&quit; Glazed 12l3112022 Yes Yes Y s NIA ? Composlle Edge Fiberglass Double Door with or N -cc IMthOut Sidelltes (Inswing/outaladng; XX or OXXO C= CJ config I, ations) B: 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nomina18&#39D&qudt;mpact&quit Glazed Ini 2022 Yes Yes Yes N sitn9) -Ra Compoe Edge Fiberglass Single Door (I nswingl0u1sysing; X oonfiguretion) ti' N 11 k Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;D &quotlmpact&quit Glazed 121312022 Yes. Yes Y NIA = T Composlle Edge Fiberglass Single Door 4th N .� Sidelde(s) (InsvngglOUtswing: XO, OX it OXO C configurations) cc 12 I. Therma Tru Fiber-Clessic and Smooth -Star Nominal 8&#390 &quotlmpaot&quit Glazed 12J31/2022 Yes Yes Yes NIA d Composite Edge Fiberglass Double Dow with or Wthout Sidelltes (lnswing/Oubtivinq. XX or OXXO configurations) 13 m Therma-Tru Flber.Classic and Smooth -Star Nominal6&#39:8 &quotlmpact&quot Opaque 121312D22 Yes Yes Yes NIA Composite Edge Fiberglass Single Doc -Am &quot;Non-mooed&quit; Sidelite(s) (InSWAnglOulsvying; XO, OX or OXO configurations) 14 n.Therma-Tru Fiber -Classic and Smooth -Star Nomina16&103"&quotlmpadkquot Opaque 12/312022 Yes Yes Yes Ni Composlle Edge Fiberglass Double Door with &quot;Non-Impact&quot Sidelites (Inswing/Cutsw)ng; CXXO configuration) 15 o.Therma-Tin Fiber -Classic and Smooth -Star Nominal 8&#39;D&quodmpact&quit; Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single. Door with &quot;Non-Impact&quit; Sidelite(s) (Inswing/OutsxvmQ; XO OX or OXO configurations) 18 . Therma-Tru Floe -Classicand Smooth -Star Noml al8&A39'D & not Ion act& uot. Opaque, 2J312022 es Yes Yes NIA p Y nro .. n 9 : P blri1 Y Composite -Edge Fiberglass Double Door with &quot;No h_Impact&quoit Sidelltes (I nsuMng/ODtaNA ng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39;8 &quot;Non-Impact&qupt; Opaque 122312022 Yes Yes No N/A Composite Edge Fiberglass Single Door (InaWnglOutswing; X configuration) 18 r, Therma-TFu Fiber -Classic and Srrrooth-Star Nominal 6&#39:8 &quoit Non-Impact&quota Opaque 12Y312022 Yes Yes No N/A Composite Edge Fiberglass Single Door with Sldelte(s) (""`M"g1Outsv4ng; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quotNon-Impact&quot Opaque I2J3112022 Yes Yes No NIA Coropcslta Edge Fiberglass Double Door With or Wthout Sidelhes (Ins ving/Outseelng, XX or OXXO configurations) 20 L Therma-Tru Fiber -Classic and Smooth-9tar Nominal 8&#3$0 &quot Non-Impact&quo[ Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Iri-ing/Oulswing; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&f139:0 &quot Non-Impact&quot Opaque I W 2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with SidelRe(s) (Insw relOut5wing: XO, OX or OXO confiauratlons) 22 v.Therma-Tru Fiber -Classic and:Shrox.l Star Nominal 8&439;0&quot;Non-lmpa t&quot; Opaque 121312C22 Yes Yas No NIA Composite Edge Fiberglass Doubts Door loth or without Sidelites (Inswing/Outswing;.XX or OXXO configurations) 23 w. Therma-Tru Fiber -Classic and Smooth -Star Nominal( B&439;6 &quot;Non-Impact&quit; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglases Single Door OnoWngloutswing; Xceafiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39:6 &quot:Non-Impact&quoit Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single DOorvnth SIdeIRe(s) (Inswing/0utsvdng; XO, OXor OXO configurations) 25 y. Therme-Tru Fiber-Classicand Smooth -Star Nominal6&#39;8 &quot;Noo1 Immpect&quot; Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or Wthout Sidelltes (InswingfOutevAng; XX or OXXO configurations) 26 z Therma Tru Fiber-Classlc and Smooth -Star Nominal 8&#39;0 &quotNon-Impact&quot Glazed 12nl2022 Yes Yes Ne, NIA Compost. Edge Fiberglass Single Door (InswinglCutswalg: X configuration) 27 za. Therma-Tru Fiber -Classic arid_ Smaoth-Star Nominal 8&039;0 &quotNon-Impeot&q-t; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Dbor with Sidette(s)(InswingrOutsvang XO, OXa OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth-Ster Nomin'188#39:0 &quot:Non-Impact&quot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or without Sidelltes (InswinglOutewing; )0Xor OXXO corlfigumlorl Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards sro21 Product Approval Application Detail x Code Entice Data ate Date Pentlinq. Dace T a Version Manufactursr Com_ Enoinesr&Lice Validated av Validated Submitted FBC Approval Ancroved Status Revision 2020 Ml Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urlch. PE ionffi2020 10f062020 10/192020 12/1512520 Approved Category: Exterior Doors (717) 365-3300 PE-62514 j717)31T-8454 SubCategory: Sliding Exterior Door Assemblies bs6llngerQarlmd.cao Compliance Memod: Evaluation Report from a Module Raglstered Arcndect ora licensed Florida Professional Engineer - F LIM 6332-AS Products . Quality Assurance Aonrovadfor Use Approved for Use Impaet Design Sea Product Model Number or Name Nudger Doscrlptlan Contract Expiration Date fit HVF(Z Outside HVHZ Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12J3112024 No Yes No NIA 145-314&quotx&0&qu t NON REINFORCED 2 SERIE5420ALUMINUMSGO SERIES 420 ALUMINUM SGD OX. XO,XX 1231n024 No Yes No NIA 96&W.t,a 0&quit NO -REINFORCED 3 SERI ES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUMSGO REINFORCE➢OXD 12r312024 No Yes No N/A 14s314&quot dSA uot': 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMMUMSGD REINFORCEDOX. 12/31Q024 No Yes No N/A XO. XX 96&quax96&quit, 3 aER1E5420 ALUMINUM SOD REINFORCED SERIES 42CALUMIFIUM SOD REINFORCEDXXX 12l312024 No Yes No WA 143&qud:x968�rd; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 92 IWO21 fix a .w..Y-� R.S5rc'1- ,.-sv;-'+, ggQq FDdIN ter �t Data Data Pending Date Type Version Manufacturer Contact Enalnear & License Validated By IVaI dated ubm a FBC Advier0 o e Status Revisloh 2020 Wayn a-Dallon, a division of Overhead Door Dwayne Kunlsh John E States Jetfrey P. Arneson, P.E. iD/12)2020 092912020 10232020 12/1512020 Approved Corporailon (33D)763-8121 PE-51737 (904) 821-6200 Category. Exterior Doors dkomishQwayne-dehm.c Subcategory: Sedlmal Exterior Door Assemblies om C-rell anca Method! S-Wallon Report from a Flolda Registered Architect or a Licensed Flonda Prefeselonal Engineer FL#82¢,Q-R20 Proditcls - Oualtiv.AEsurance Anotavedtar Usa 4--ad for use Imoad Desran son Produtt Model Number or Name Product Descrlpton Contract 9,01ratlon Dale In HVHZ Outside HVH Rosistant Pressure 3 80D0k)1D016200#1105 6039; Mae width. 14&#39; Max height. Glazing 121312023 NO Yes Yes +31.001--35,DO avallable In topor AtIrnod)ate section. 10 8g00/&1gOB200 #1123 16&#3s Max rNdth.14&#3height. 9. MaxMax. el Glazing 12/31 R023 h g 9 N. Yes Yes +30.00/-33.50 avallabla In lop or Intelmotl eta section. 11 8000/81001tl20D#1124 16&*39, Max width. 148#39. Max height. Glazing 1213112023 No Yes Yes +34.404J8.30 available In top or Intermediate section: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entity or Typ_ Version Manufacturer Corriad Enoinesr& License Validated Be, Revision 20M Curries Dlvislon of AADG. Inc Tom Raday ILL LLG Troy &shop, P.E. Category: Exterior Doors (641) 494-2813 (954) 947-0880 sub Category: Exterior Door Cdnpohents tan.mttey�asseamor-m Compliance Method: Certification Mark or Listing m t L#1,1537-P6 Products . Page 1 or 1 1192D21 DataDate Date Pendim we Validated submitted FBC Approval Aocroved Status 12/10l2020 121012020 12212020 Approved QuaIIN Assurance Appro-Ifor Use Appireverr for Use Impact DesI n n Sep# Product Modal. Number or Name. Product Descrlonon Contrail Exoiratlpn Date In HVHZ Outside HVNZ Resistant Emetrm 1 697. 107, 727 747. 757., 777. and &47 Single and Pairs. of Flush, Gleaed, and Louvered sIngia and pairs or 12/312025 Yes Yes Yes NIA Doors holloo metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 1rs2ozl µ Code entry w Date Date Data Pending Date T oe Version Manufacturer canted Endneer& License Validated By Ida Submitted FBC Approval Aocroved Status Revision 2020 MI W hooves and Doors Brent Sitlinger American Architectural Steven M. Union, PE 1111?2020 11/172020 1127/2020 Approved Category: Windows. r717)365-3300 Manufacturers Assodietion (717)317-6454 SureCa all.ry: Single Hung. hsitiinger@lmlvrdFc CbmPlIshoe Method: Certlficallde mark V Listing Quality Assurance Approved for .Use Aocroved for Use Imoad Deealcn Sea# product Model. Number br Name. Pro, udt"a", "Ion Contract Expiration DMe In HVHZ Outside HVHZ Resistant Pressure 2 195 SH 52x72 "ell ange Frame IG/SG Single Hung 10108a023 No Yes No +601-60 Laminated Glass L (D E W W Z to O O CDL L. v O n� U) U ICU m O L w� W Z J Z J SHEET N0, PA 1.0. Al (3) (3) = Florida Department of Business & Professional Regulation page 6 of 9 Florida Departmerd of Business & Professional Regulation page 1 of I Flo ril Deps Ftm ant of Business & P rofiess! on al Regulatio n page I at I Florida Department of Business & Professional Regulation Page I rf 2 Cf) -CD (L) -1-0 Building Codes and Standards 1125r'022 Building Codes and Standards 115`2021 Building Codes and Standards 1512D21 Building Codes and Standards M2021 -0 > = 0 =3 2 2 m _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CD- = ________ ____ __ CD 0 � .... I .. '. - _ " , � , - , 0 L_ I � . ,. , 411,uw,t��1�1, c*X's" ­ - . " - " � rul - .. I " , -S o..��,­;Ul 1§6 � "I'll I ,,, , , , I U-1 '-Z � I.. ,�� i 11 I-,,—,- , as (D 0- 02, - "i 0 _11, i'. I -I,,,,- '011 I,- -1 aee - � —1 code Entity a Date Dabill, we , - ,: Code I runty or = co ­0 01- . Twe Version Manufacturer Contact Enci & Lical Validated Validated Submitted FBG Approval Approved Status Carl. Entity n 211.9 Date Date Plundin. Dote Code Emil Data Date pace Pegging we Date OWD owe pluriallnu gone . - Revision 2020 Thermi Corporation Steve Ji .... n Lyrd- F. Sch nii P. E Ry.c J. King. P.E. 1010712021 0911812021 1 Qt1 2�2021 12M5i2021 Appur ... d Two- Vsrsloc Manufacturer Contact Engineer & LJ conse Validated ev Validated substlead PSC Approstil Approved abour. _7�gigt Version M ... Now- Contact Endrei License Validated By velidel submitted FBC Arso-I Amri star. MM Version ManufWchunar C.'"to Emdfirourr& Ll ... c, Vaflclatgd By Validated Suiburnitaul FeC Arachil Aci status tm -4--a CD (D Affirmation 2D20 PST Industries J.nW R.-Al Mi.mil ECCO - CI!R Ml.nni-C.d, BCC0 - VAL 1VOU2020 I 1 i0512020 11(11/2020 Approved R"sion 2020 MI Arindows and Doors Brent Slifinger American Arch itcounar Steven 14 Urch, RE 10,06= 10106l 1011S/21J20 Approoied Revision 2020 MI Wind- and D.- WentSthrigns, Ani Architectural s-c Mi lurch. RE 1 1J22r2O2O 1 1127J2020 1I.C!M020 Approvex! 0 -+- U) -L-- Categ"r E,teri., D- (800) 843-7628 PE-43409 (BI 3) 767-6555 Category: Windows (T17) 365-3300 Manufactut-Assmiation i717) 317-8454 = Subcategory: SyAngirg Extericur Door Asicerri easperepri@thermatmoo Categ,U: Wnd­ (941) 486-000 (786) 315-2590 Category: V.rrd.ws (717) 355-3309 Mimulacturer, Association f7lT)317-8454 Compliance Method: Evaluation Report from a Th Subcategory: single Hung JrWwsk[@p9tInduv1neac, Subcategory: horizontaiSfider b,,VlngarQmiwd-.- SubCateg,irtic Fixed o0linganCirriwd,corn Florida Registered Architect ora Licensed Florida Ccumplfirric. Method: C.Hifiesson M.nx or Listing om Compliance Merhod: Certification Mark, or Listing r-pliance Method: Codification Mark m Listing a) -0 0 -0 .�M Professional Engineer rus7so-Rnpre F1,41=11-1311 P,Ml FLO45M-IR14 Products = 2 -0 '= (:L) FL#20l Products Quality Assurance Arenovatifortlers Approved for Use Inualict Il Quality Assulgill App-diroruse Aribr-ol for U. Impact Dealah Approwdfor Use AWK02919LMU Inneact Deal,, 0 3_ = 0 3: Quality Assunn ce Awrovedforthine ADDroWdlorl.15at Impact Design S-44 Product MorJol, Number or Name Product Descritition Contract Expiration Date In HVEZ Catald, HVHZ Resistant Pressure ria" He-- Product Descritufl. Camunsot Ex.]rA- Oat. In HVHZ outraids, HVHZ Resistant P.... Sao # Product Model, Number or Nam Product Dessulpilo Contract Expiration a to HVHZ Outside Ill Resistant Pressure = secl # Product Model Numberar Name Product Description Contraelt Expiration Date in HVHZ outside HVHZ Resistant Pressure 2 SH5500 fLc,ge Mr-fl, lmp,d� Vinyl Binge, H-OVAnd- 07)3i Y - Yes Yes I'll I HS I 0 Fln and Re, r.- 7Q.62 1,aul.i.d Q ... 02J16i No Yes No -551-55 1 185 11W 73 x 72 firs.l.ed Glass 04l No Yes -M-60 0 LL_ - . = - - - Co 0 LIM ,,- I a, Tharmi Elber-Clai and Smooth -Star Nominall OU39:8 8quoItNo,-ImpceSq..t Opaque 12131�2022 No Yes No NIA M CV12 CIO 0 > Composite Edge Fiberglass Single Door ca"41 U) (Inevving,outexiing: X configuration) C= = — 2 b. Th.mi Fiber-Ciii.st. and Smooth-St.r Nominal 69#S9;8 &quoLNon-Impad&quo� Opaque 12131/2022 No Yes No NIA C1.8 - = L_ Composite Edge Fiberglass Sil Dcor,,41h .= (D L_ -1�-, C:)- Sidelite(s) (Ina,vingiOurtainingi; XO, OX or OX0 _V_ :Z . D US M 0 3 a Thermet-Tru Fider-Clitegicand Smooth -Star conf, .raricini,) 117- CZ 110. - Nominal 6&#30;8 &q..t;N.,-ImpWeASqu.t: Opaque 1213112022 No Yes No NIA _4� . V_ C, ru,4 IT Ck'"'coi Edge Double Docirvidth or - - C=) -- -0 . = U) < Wth.a Sidelites(In�nglOutsWng�XYorO)O�O L , '.. r- t= � t CJ cu ounfigurelic-) _J = M 4 d, Thermi Fiber-Classre and Smooth -Star Nominal 7&1439;0 &quot Nor-ImpactSiquot, Opaque 12131f2022 No Yes No NIA M3 . _= Compasits, Edge Fiberl Single Doch �� -2 (InavAngfOuts,ving; X configurel 1-1 -�; = 5 a Thermi FlIber-Classc, and Smooth -Star Nominal 7&#39,0 &quotNon-ImrpazI&quo� Opaque 12rJ1112022 No Yes No N/A . � cc c= - Composil FilbarglaseSingle Dool -= C14 _= Sidelil (InevvinplOWItsysuril XO. OX Wr OXO -dic _­ C,�4 1-0 6 f Therchai PlItai-Classic end Smooth -Star config.rentitmus) 1213V2022 No Y - No NfA Florida Department of Business & Professional Regulation Page 1 .f I Florida Department of Business & Professional Reguilaton Page I dr I Florida Department of Business & Professional Regulation �: -E Pq :::Z 4k I 18 Nominal 5&#33;0 &cluothlon-limpactS,clul Opaque CO C2_ :55121M Composite Edge Flbergasa Single Door Building Codes and Standards 152021 Building Codes arid St@ nclards Irs2G21 Building Codes and Standards . � E Orionmitirl'Outsymi Xcionfiguration) = 7 g. Th.mi Filb-Claccare and S.-th-Stel, Nerninoll BUU;0&qg.tNon-I.iRWpt&qupf-, Opaque 12J31=22 N. Yt. No NA CIL) C) -�� -cc Composite Edge Filit,rglas. Single D-r,-jth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = U .- Sidelii (InuaringlOutswrig; XO, OX or OXO - 0: 3: �ro configurations) x��,,o, ."Qrtl '-fty"r�1- - ,�­­-Iw ­11- -1 �­­,, ­,,'ii ... ... ��7j,­gr�!,,,� V ­­,�c te, , , ,f �,s,= , d-' �uf­a­­ ­­­­1­c ,__11_­­1­ - ­ , ,- ,� ... -, ­­-­,ti,,,-, -.o,;,W-,-Pgn;t , '! x -,, ,,,, , I . . . . . . . . i., --- - p `� � "', - --"-" : I.- , - -,-f - ­­ "­­ �111�1� 121S1 �2022 NtA ­� I g,-, Raw -­ " ra 8 h. Th.mr.-Tim Fic-Cogaic, and Smorthh-Ste, Nominal 88#S�0 &qgoLNon­ImRact&quot: Opecitia, NO Y_ No I �, 11- 011 .-,,�` ­­ -- v, - WAIN"W-s-0 � c' IS _­ I MY QTN - , ....... Composite Edge Fiberglass Double Door With or C-d. En d . Cre"t 2" Oat, P-diuss [)Me Cod. Emplor. Data Mr. Data Pimudino Det. Cod. Ernith, . 3 Without Siderliss (InSWIng/Ontavving, XX or OXXO 7.pa Verelon Manufacturer Contact Emeirem & U-na, Validated By Validated ,Submitted FBC Angureval Arry-ed AWI Trial version Manufacturer Carried Endin-il, License Vidid.t.d Ek Validated Submitted PaCA-raval Accra- Status Type Visralort Manufrignurer Contact configurations) 1�� 9 I. Thermi Piber-C�ipaaic and Smooth -Star Nominal 6&#39,8Souot:Non-Impact&qul Glazed 1213112022 NO Yes No NIA Affirmarflon 2020 PGTInd.ctrl.s Jens R.i Mlahn-Dada 13CCO - CFR Miami -Dade BCCD - VAL 11105M20 1 1 0512020 11(11/202O Api R-m- 2020 M? Wnd-. and Door, Brent Sitfuger Luis R Lomas. RE Steven M. Unch PC 10JOB1202D WfOG12020 10A91292O 12115=20 App-d Affirmation 2D20 PGTniductries Jens Rot-ld Mitindi BCC Ved Composite Edge Fiberglass Single Door C.I.gi vvlhd­,� (041) 486-0100 (78S) 315-25aQ Category! Windows (717) 3a5-3300 PE-62514 (71-0 317-8454 Calaill Windows (941) 48ii-0100 . (InswrififOutswing Xconfiguation) SubCategarr. Fixed hosoAlskrilitirdindustrieso subcategory: M.Ilors lbsiflings,%inivol-no atitictrul Motion, Irosoe,91,10tignindustflica.c C2 D - C-) 10 j- Thermi FlibehCfai and Smooth -Star Nominal 6&#39:8 &cluot:11on-Impactilquot, Glazed 1213112022 No Yes No Ni(A C-pilan- Method: Certirl Mark a, Listing om Compliance Method: Enluallon Report from a C-lensext. Mathistit C.,tificatiort M.rk . Listing om - Composite Edge Fiberglass Single Door uAth Florida Registered Architect one U-sad Florida I Slo.lite(ti) (I ... Ang101utipiong; XO: OX or OXO FL*243.R24 Products P,cfeesil Engineer Is L#2611 Arts PF04 I 12 configurations) oi A.sur.u., Avaii W Use Amir-al for Us, Ini Caere, Quality Aluem- A-moud far Us, Apannii for Us, broad Clear- 11 k Therml Fiber-Clenstis, and Smooth-Sier Nomini 6&#39:8 &qu,rt,.Non-Imrprs:t&quot Glazed 12n1J2022 No Yes No N/A Is L*15353A5 Products I Co Composite Edge Fiberglass Double Door Wth or !31.0 Podsic,t Modal. lissintasir or Name PradiuRt ClaracrialrWin a Date in HVHZ OaWcla HVH Resistant Pressure see 9 Product Modal. Number or Nam Product litesichpi heart expiration owe In livHz Outside HVHZ Resistant Pressure Without Ell (Ins,xing/Outwfing: XX or OXXO 5 PM"20 iL.rge Msalla� Impact) Vrsl Piked Wnd.. UAO,`2025 y as Yes Yes NIA Qui Assurance Aternevadfir-11- Accur,vild for U,, limsed locithen I Mullions forAll Doom end Wird-a Aluminum Mullhons D5126M26 Yes Yes Yes NA configurations) S." Product Rod d. Number or hLamig Procter Darcrittill C-tl.. E,tolaillso case in HVHZ Outside HVHZ Resistant Polls- 12 I- Thermi Fiber-airselic and Smooth -air Nominal 7039�0 &quotNon-ImpactSpurot Glazed 12131i2022 No Yes No NA 2 5?04 Vertical Aluminum MuIH,n 12131112024 N. Yes Yes H/A Compositic Edge Fibeigraw Single Door (Irunmingtowtavvini Xconfiglimaten) 13 m. Tharmi Fib-Clisesictand Smic.ch-Sts, NomirW 7&429;0 �qu,tN,n-Imp­+&9Loh Glazed 12131)2022 No Y - No NhA Composite Edge Fibergese, Single Doervivith Sid.lite�s) Ih.Wng?Out.,vim9; XO: OX or OXO Woriggrations) 14 n. Tharmi Fiber-Climsic and Scrooth-Star Nominal 8&039:0 &qQot:Non-Ihp,ndI&qud� Glwed 126112022 No Yes No N/A Composite Edge Fiberglass, Single Door (InaWngfOutsvifin� X configuration) 15 o. Thanim.-Tir, Fiber-Cl.asi, and S-oth-Ste, Nominal Uftag�0 Squot:Nomlmpact&quo� Glazed 1261J2022 No Yes No NIA Composite Edge Fiberglass Single Door Wth Sidsi (ins,Mrig/Outicirving: XO, CX or OXC Florida Department of Business &Professional Regulation Page 2 of 2 Florida Department of Business 8 Professional Regulation Page, 3 &4 configurations) Florida Departmert of Business & Professional Regulation page I of 1 16 p Thermaii Fiber -Classic and Smooth -Star Nominuat 8&#39;0 tiquot:14on-Impactlutuot Glazed 1D31,12022 No Yes No NIA Building Codas and Standards 102021 Building Codes and Standards 10191201 Building Codes and Standards 301023 Composite Edge Fiberglass Double Doi a, wthquit Sil (Inswingr(Outsx,mir XX or CXYO Product Approval Application Detail Product Approval Application Detail nfigunati,me) ProdurtApprovall Application Detail - - - --- - - 17 q. Th.umai Fiber-Clai and Smoom-Sta, Nominal 6a#39�8 &qW.t:NcmInp.ct&q.crt'Opa%qua 12/31i2022 No Yes No NIA - � - � -1 -, c­��,­-ro�ggg . , ComposifteEdge Fiberglass Single Ooor,Mth � �,,�?,.��,�,�'�,�����?1141�'I'll',�,���,i����,-,,�,�;�'i�'��. s . _,� _,_,K4kRT � W ,� -�"ticl"�;' �' 'I,%- ,�,,,��,,�,.-��"V""%""",��I."�"r"z ­�', ,1� 'I ­',Iyr�­�,�101.1;, .'�'w,t,�,%,­,�, , , t`,mgz:'o��,�'��;O,rv,s , 1 PRI - "! ,� ." , ,Z Ljz�,'kjkj - , � - �`�,-,, 7 � , ,;, %� - '! , �, ,�, , � � - �_ , .; M ,r M "I -- I - � I , �, , - I , ,,_-, - IE311111 0 � I `9 1� - - 1-1.1-1 1�1� - ­1 _00 , __ '. is _'.i�,`RR Transom (InswrigiOutswing; M configuration) ,-�!,.,,��,, r,,,�,,,,tRtr�� , , -1 P IN ,.,,,�ll! �- v RVA 18 r. Therma-Tru Filber-Classr, and Shrooth-Star Noncirral S8#39;8 &quoLNon-ImPact9qul Opaque 12131�2022 No Yes No NIA Cod. Inni a Data Dole Poo F1.1inding Data Code Entlity or sea. Case Ear, Pending Date Cod. wity D Data oat. cars Pending 2& Composite Edge Fib-91- Single D.-rith TYWe, version Manufacturer Gpitad Enctini Li- Validated Bi velive'a Submitted FBC Approval Arm- Star,, T`0- Version MW,,,f,,tW,,r Contact VaUdi iser Validated Submitted FBC Anniscival Aition-c! statusc Tsms. version Islanufacturner Contact Enos- & ILI-, Validated Cry Validart,cl Subirritaud Pao Aascrisval Acu,r-ed saints, Sil ­d Transom (In­iug0O,A,vvhS: CfXO. Ofox or 01OX0 configurations) RcA -in 2020 James Handle Building Products Inc Chad 01cras V. Andrew Ton JdrgQunh.rd. P,L, 01/0512621 12/14nO20 01106M21 ding FSC Appr� RW,sl- 2020 Alaide Nick Thompson Lyndon F. SchicK, P.E Rvim J King, P�E D211512021 =15/2021 02=021 (14)'1312021 Approved Rl 2020 OAF Mronnil Such Robert Nerninen John VV, Kn..",h, RE 12119f2O22 12ilira= 12aO/7022 0210-1/2023 Approved 19 s. Therma-Tru Fibosr-Claa�ic and Sumoch-Ster Nonnnisl 6&#3!);8&quotN.mImpad8qW.t, Opa,q,� 1213112022 No Yes No NUA category: Panel WWI[, (9ag) 543-8359 PE-81862 (352) SO?-2526 Category! Ptard Wells (33D)9=-23B9 PE-42409 (B13) 7(37-atil Categarry, Rooting (800) 766-3411 PE-59166 (954) 7T2-6224 Composite Edge Fiberg lass Single Door �vrth Subcategory: Siding ch.d.clarco,0jorm,cruard S.IaCatharil Soffis .th-paon@.1sce.r- SubCalop.w: Asphalt Shinji- -tolmogai Sidelil on-Ang/Outswril XO, OX or OXO Compliance Method: Evaluation Report from a a-m Compin --- Madrid: Evaluation Report trout a Compliance Method: Evaluation Report from a mi Go ritimious. Head and gill lorifigitirai Florida Registered Ardifitect or a licensed Floncis Florida R.gIatWradA,chI1act­ Licensed! Florida, Florida R.Iltd-cArdiftec or W Licensed Florida 20 t Themni Filber-Cl-sle and Smooth-Ster Nominal 8&*39:0 llq­�N­Imoauct&o.p� Op.q,. 1213112022 No Yes No NIA Proressloristl Engineer Profacclorel Engineer Pi-dessr-Wi Engineer Composite Edge riberg law Sirge Door vvith Sidelite(a) Qn.wirriyOuteveng. XO. OX or CXO FLA13192-RO P,,d,ctc FL,"5272-R5 Fractions FLOIgnI24-R32 Produl Continuous Head end Sill configurations) Quality Assurnmee Approvedfor Use Appi for Us, Impact D"Ital, Cruislib, A-ureac, Ari for Us. A,W,,ad for U, 1,-ct Elai CnicalltvAssumni Apormuntifortles, Approved f., Us. Impact Ittitillit, 21 ., Th.-i Frillb-Cl-re and Shy-th-Stri N-Ini 6&#39;8 &q..t;N.rr-Impac1&cu.� Glazed 1221112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sea A Product Model, Number or Name product N-1.111. Contract Eigirratil orgo In HVHZ Outside 1VfIZ Resistant Pressure see # Predi Modal, Number or No.. Product Description Contract Explimtor, Col. In HVKZ Outside HVHZ Resistant P-suns sea A Product Model, Number or Name Prodi Descretion Contract Expiration Date Ill HVHZ Outside HV Resistant Pressure Satefil (I risvAngfOutsiefing. XO, OX or OXO I Cenci Lap Siding liber-cement lisp sidirg 1MI)2023 Yes Yes NIA NYA I a. &quix:2T&,quot: ,soffit Vent or Color VW Soffit 121312023 No Yes No NA 1 CAP Asphalt Roof Sh hineg for use In F BC aw-HVHZ Fiberglass reinforced 3-talp, lardrai 5-tab end 1211G,2025 No Yes NIA N/A Continuous Head and Sill configuraticni 2 H.rd1vPI-k Lisp Siding lber-c-ut top siding 12SI12023 Yes Yes NA NYA 2 b. &qud;Adll.nca T4&q..t;S.fIlt Vent or Sould Vnyl Soffit 12J31=23 No Yes No NJA Jurlediction5 hr/rcige esphBIt shingles 22 v, Thermel Fiber -Classic and Smooth -Star Nomini 8&39:0 &quct Non-Impactaquot, Glazed 121M/2022 No Yes No NIA � 1. &qhct�GrasrrOrlar Vintage, Boiid.d&tl39n Soffit Vent or Sold Vmyl Soffit i 2131(202s No ye. No N)A Composite Edge Filbeg ia. Single D-,W,th 4 d. !kqud:;C5&qunt; Soffit Vent or Sold Vinyl 8.i 12�31c!023 No Yes 14. NJA Sidellao(a) (InewngtOutsviting XO, OX or CXO 5 .. &q.a;Ch.ft., (Q.k&q..t; Saint Vent or Bond Vinyl Soffir 12G1,!2O2Z No ,(as No NJA Go mi Head and Sill configurations) e f &q,ct:Sup., Srp.n&q.WI:; Soffit Vent or Sold Vinyl Soffit 12121=� No Yes No NIA 23 w. Thermi Filber-C4aselc and Sovocith-ftir Nominal 6M39; 8 &quot Non-Impadf,cl Opaque 1213112022 No Yes No WA Composite Edge Filbog law Door Panels vvith Vented Spoil (I ns%�ArglOutiavvirdi XX XXX or XXXX config-11cmus) 24 x, Thermar-Tru Filber-Classro and Smos,th-Staur Nominal 8&#30;0 Rquothlon-Impactl1quot, Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panefsv,mth Vented Sidanil (InsvonglOntswing. XX XXX or X)004 confi2urall 25 y. Trorm.-Tric Filber-Cliessiccind S-th-St., Nominal S&#39;8SqupcNon-1mrc.ot&qu.c% Glazed 1213112022 No Yes No NJA Composite Edge Fiberglass Door Panals,sith Vented Gictal On.writillOntalwing, XX XXX . >0= Florlda Department of Business & Professional Regulation Page I al Florida Department of Business & Professional Regulation page I d I Florida Department of Business & Professional Regulation Page 1 of i config uraticre.) Building Codes and Standards 1W:ZO,!1 Building Codes and Stanclards 102021 Building Codes and Standards IM12021 28 z. Therma-Tru Frier-Claceu, and Smooth -Star Nominal 8&#39�0&q..t;N­1mrucd&cIu.t Glazed 12f31112022 No Yes No NIA Composite Edge Fiberglasist Door FignialsvAth Vented Sidell (Ins,,Ang�Outswni XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail oanfi turati.n.) 27 zz. Therma-Tru Fibef-Classic and Strincom-Ster Norm 9 non 6&93�:8&qucrt,Non-Impact&quo,t Glazed 1213112022 No Yes No NIA Cc, FY- �, Leslie Edge FiberglasisSingle Doarvilith 3&#390 a I, � ,� RNM Sal (InavvingiOuts,viii X0, OX or OXO �­ _­ cenfigurations) Co4e Eni or net- �tdx- Date sandhi get. Code Entity or we Dole bars Painting; Date Code Entity or Cars Data Dal Pannonia Data 28 z1b. Tharmi Fiber -Classic ard Smooth -Star Nominal 6&#30;3&qcot,NomImpact&quot; Clued 12t3l/2072 No Yes No NIA T­ version Manufacturer Contest trotini LJ,,emca VWr,d,t,d Gy Vallidah,cl submitted FBC Approval A,,,,-d Status T­ version Maysifei Corsyd Engini Li ... el Validated By "Fildidsturd Submitted FBCA,,-1 Asnonnoiad Star,, 7yp. Version Manufacturer Contact Ensih-I&I-le-s. Validated BV Validated submitted FOC Appratral Appro-d status Composite Edge Fiberglass Double Door Wth Rem -in 2020 Ti,MKQ BAding Products LLC Komi Cdon Robert Nionni John W. Kregevich, RE 10/04i2020 OW29= IW12t2a2O 12115?2020 App-d Rsviisnx, 2a K L V. linorripsom Inc. nice Thompson Architectural Tmy Christman Zechary R. Priesi Steven M. Ul RE 0911 V2020 0911612020 0212=020 12,1=0 ApW-11 Ray.rch 2020 Florida Metal Products Inc. Clark Jones James L� Seeks, REG St- M, Urich RE 09121i2020 09)2Fi02020 10104r2a7o 1711(V2020 Approved 30N9 Sidelit onav,ringlout5vving. 0)0to Catudiltry; Rooting i417� E24-6844 PE-12165 (954) 772-6224 Motors Compony iTAIMCC11 (813) 248-3456 PE�74021 i717) 317-8454 Cateill pooling (904) 783-8400 CBUCK Fnoneering i717) 317-8454 ponfiguration) Category: Rooll tontrip-p-lair.ofing-m Subcategory; RoorlintlAcoser5crivathat are an clarkipil-c- P&31242 23 zo, Thermi Filber-Clasick, and $nnocith-Stal, Nominal 8&#39;0 aquoL.Non-Impao1&qupt, Glazed 1213112022 No yeus No N,A subcategicry: Linclerlsyments kam_edW.@amk.c- Composite Edge Pib.rgla. Single D..r,,th r,8#aG,0 COMPIlance Method: E,,aluffluxt Report from a Subcategory: Fooling A-scones1hat aresint Intagrol Pad ofth, Roding System Integral Part dths Romfln, System C,implianc, Method; Evaluation Reponfrpm a Sioll (InsvoinglOutswing; XO, OX or OX0 Flo,rie, Registered Architect or, L-rised Inchda Compliance Method: Evolturtion Report liont, a Fl.ddW RegisteiradAndi U-sad Piano. configurations) Profusaicnal Engineer Fields Register,dArchintectora Licensed Florida Professional Engineer n zd. Therma-Tru FbGr-Clai and Smooth -Star Nominal Ba#Sg:08quot:Non-ImPa,t&quol: Glazed 12131i2022 No Yes No NUA Composite Edge Fiberglass Double Doi FW232349P,oduds Professional Engineer FLM5g6-R2 Proill 1 3&#39;0 Sidellets (Inswirg/Outming; OXXO ounfiguration) C QualityAssursine, Approved for l Anisroyeal fix Use trioned cien, Flaeltilli Products <Wilily Assurance Apurtised for use Ap,pf,u,d for Us, Impact Vi 31 ze. 7herma-Tru Filber-Cessic and Smocth.Stor Nominal 7&#39;0 &cluctNon-Impactitil Shia ner 12)310022 No Yes No NfA a. A P,.0W,tMgdIsI Nordbeirm-Nern, Product D,,cirlicild -(,act Euritrathorr Ditte n HVHZ O.t.Ed. HVHZ Resistant P-sim Quality AnUrai Aptai for Use Avibro,ned for Use InI Design See# ,di Model. Raising" or No,, Product D-Itifl." C,nn,et EtarticAsso Oat, In HvHz outside HVHZ Ficail Pressure Series Composite Edge Glazed Fiberglass Single I TAMKO Roof Jmd�rraymemta (HVHZ) Roof undedayments for use In F6C Hl 06i2912023 Irss No WA N/A San 4 Product Modal, Number or Name F,d,,t Cariustil C-firiset E-sationt Date In Ill Dullard, HVHZ Resistant Phe'sure 3 �- FLAMCO &q.ot:RV IQ Ridge Vent&quot: Aluminum Ridge Vents for PI roofs fisbroated 12i3l/2024 No Yes No NIA Door with or wthout 19#39:2 Sidefte(s) Jurisdictions. I TAMC0 Flat Top Oft-Rdire Vent With Sags for Tile 26 gul. stieflo-f-trid-rin bWffl. 0910912G26 Yes Yes NIA N/A from OA25'Al.minum (Irstrimmg(O.ti-ing. Xr OX. XO or OXO p.nifitguiel 2 TAMKO Roof Undarlayments (NON -Hi Roof underaymems for use in F BC nw-HV]42 06aR/2023 No Yes NIA WA 2 TAMl Gooseret,ir Vent 26 ga. 0910912026 N. Yes N/A -W-525 Jurisdictions. 3 TAMCO Off-R)dge Rod Vent,0th Baffle 26 ge. static roWf�voftfilactor with Integrated baff. WM/2026 Yes Yes N/A NYA 4 TAMCO Round Top MRIdge Ventwith Baffle fair Tile 26 ga� start, rodventilatorsifith home 0afOO/2026 Yas Yes NIA Ni Florida Department of Business & Professional Regulation Prgci �f I Florida Department of Etuisiness & Professional Regulation P.ge i sf I Florida Department of Business & Fsporfessional Regulation P.Q.1 art Florida Department of Business and Professional Regulation Building Codes and Standards inw2i BuildingCodes and Standards Ii Building Codes and Standards 3i Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - I a) _��,',�,'��-, 17"n= xU *!!�A -, - Xg 1� %am ,7-'- �ff � g�g r� ,,�, �f,�.� - - 11 _­ '_­­_,_­,­­,_ , - — ------- ___L_­_,­_­_,_­­­ Cod. Entity, owe Dat. Defte Pending PM CAd. Flifity Clart. 2" oat, P.ndincs oat- Cod. Entity or own gains oat. Pimplinki Dal. " illa V ... 1. Mr-aff,pinner C.nt= Ersdruser & Liesture V,Iidg,d art ViMoislbstf Sutural F13C Arninaval Am=. statop, T­ VersDin Manufacturer Conrad F-Insitir It U.- Validated Bx Validated Submitted Filic Approval Ampro-d ada _7kpq Version Manufacturer C..A.,t Engineer & ILI-. VQd.,d By VaildleaWd Submitted FBC.Approyal ApIl $;Imos FL#6259-R31 R-ici­ 2020 Lomant, Katrina Ji James L Buck- P.FL Glevehm Urich,PE I in312020 1112Y2020 lir2912020 ding FBC AWF,- R.,Asron 2D23 Bcsral R-fing Anderson Robi. IAPIMO Unit- E,iall GaryW.W.nk� 1110312D2G 1 1,021202C 11ID5/2020 Approved Ra,cr. 2020 Groben Protection Products. _LC_ Turn Rothatin WWIt.rA filit.In. RE John W. Kreze,10. RE 09MI2020 N108M20 I(VD112020 112n512020 APK­d code Lni Date Date Date Date Status rat.garT_ Roofing (5D1) gi PE-31242 (717) 317-8454 Category: Rocifing (80 1) 3613-609 I S,tonc. l (205) 854-DIGC Category: Shuttle. J9541 ORPL7545 PE-441137 (95417T2-5224 (D IyM Version Manufacturer Contact In Validated Submitted Pending, Ap Ac-adles that are- klerl'ygictranco.com SLI,CWt.gc,y-. Rooling-rile, RobrAnd-onCtional'. Suk,�.hrirl St.. Panels tlin-rohnsonsillIgIrpent... . _gineer & Validated B _12roved Approved S.bC.t.ocry! Recant; y Integral Pan ofthe Roofirg System C.nitill-M.11hod: E ... ).at!- Report from . m Ccimpilanicalleth.d: E,adundron Risport"roW . Revision 2020 POLYGLASS USA Maury,Alpert, License John W, 1 D1213f2020 10f22/2020 F BC 12115/2020 Cninipli-albuirod: Eu.ltuitlno lasp.r: hiprins, Product E-I.atl­ Entity Florida RegIsteradAraintect - U ... sed Florida, Category: Roofing S954233133OSmalpert@polyglass.�m Robert Niaminen Knezevich, PE �11_Rmyai Florida RegfitereclArchuted or a Licensed Florida P,�I.Wlcml Engineer Subcategory: PE-59166 (954) 772-6224 111CIM20 Professional Engineer FU073411,R12 Products Underlayments Fu#1721i Products Cisul Assurance Approstodforlinse Aporovedl for Use imil= Design FU15071144 Preall I Compliance Method: S." Product Model. Number W, IN Product 0,e,,I,tl,,, Contrast Eischati- oat, l" HVHZ ChAsid, HVHZ Radletaint Qu,rftvA­­ A,rai for We Arga-cl for Use Impact D.,kirn Evaluation Report from QualtyAsorwance Approwd for Use Approved far Vse Im"', Design is Ssircmy- Snake Sitflu, Country atW,Sp1nC4drn9r.h Flat Profile � Demsc; CO 12c51QO20 No Yes NfA NIA 99" Product Modal Number a Name Product Casorki contract Expiration Date to HVHZ oui HVHZ R,,I,t,,t Pressure Sao# Product Model. Number or Name Product Deenarl,trun, col-thaid E-I'Al.in l in HVHZ Oui HVH Reluctant Pressure Thatch &amp; Impact a Florida Registered I D-k-Arl Di or 1141-13611, Oepl DA-4 L- profile; Ficlypropi penal R.dFV.nt 1211012025 No Yes H. -97.5t,W.5 17 Sayary 600 - State Shake S,urnp; Split Snake Flat Pirelli. - Skockt.n. CA 12131(2020 No yet NIA NIA 1 20 Gage Galvanized Seel Storm P-111HVEZ Corrugated Galvanized Steel Storm Panelsrotaired 1 ?J3112 023 Yes Yes Yes N/A E -0-0 Architect or a LicensLd Mechanically Atti,ched to Plywood DoN, is Sex.ey BOO - Store, shall. t,turnp: Split Snake Flat Prdl. - RWto, CA 1213IQ02D No '(,c NIA NIA or net by tra.lis to prorvid. mirric ... RrdWdI.n 1 9 Sssomr 700 -Sh.k., State t4turnp; Split Snake Flat P,dI. - St.cc.ri CA 1213ii202() We Yes NIA N/A 2 24 Gage Galvanized Steel Slam Panelsh'IHVHZ Corrugated Galvanized Steel ,'term Panels retained i2y3IM23 Ho Yes Yes MIA =3 (D Florida Professional 20 S­ry 700 - Short., SuitheA-p: Split Snake Flat Prol - Rev., CA No Yes NIA NIA or not by tracks to provide hurricane proaction 27 Taitis E.pWn. I 6-lan. 4gh Psell. - Kay, TA 112111" 11 a) Engineer 11 Q020 No Yes NX NJA FL#6259-R31 Products 26 \1113 Lov, Prdl. - Katy. TX iW31=21) No Yes NIA NIA .I_- 2UL1jjy_A1aUMn99 aRrovad for Use Aqj1tgnAl2r _use !Mrl Desig 8-W1 a Product Model, Nuchlow or Narese Product DescrielIM contract li2piradon Ili HVHZ Ourtside, H Re-31%laryt Pressure U) Date I 1 Polyglass Roof Underlayrrients Rotting underlayments 1=112022 No Yes NA 411l 1 Polyglass Roof Undelayments (HVHIZ� Poll roof urderlayments for use in FBC17J2a(2023 Yes No NIA NIA M 2 HVHZ jurisdictions, i > Polyglass Roof Linclerlayments. (norI Poll roof underlayments, for use in 12f2a12023 No Yes NIA -ill FS0 noni Jurisdictions. Florida Department of Business & Professional Regulation page I of I M C) 1 Polyglasts Roof Undelayments (HVHZ) Polyglass roof underlayments for us,e in FBO1212312(123 Yes No Ni NIA Florida Department of Business& Professional Regulation Flog. I of I Florida Department of Business & Professional Regulation page I ,if I L_ HVHZj,Jm.didJ..i Building Codes and Standards 1125M22 Building Codes and Standards 1&2021 Building Codes and Standards tri"021 2 Polyglass Roof Linderlayments (norl Polyglass roof underlayments, for use in 12r23)2023 No Yes NIA -Nl 0- FSC noni jurisullai Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > CD_ 1 Polyglass Roof Underlayments (HVHZ) Polyllass roof underlayments far use in FBCIM3;2023 Yes NO NIA NIA V, - ',-'---'a,_,, ad , , I "'t _10-A �, �;�,`Oc _�10�1_ ill � ,,�";­� S",h, , " ­. '4�'Qg­ .", ,- ­,,;,� .... .. ­jQ', � "-" .,��,,��,��T,l�-,,,-�,,',,",,�,-,,�,'7,.,�,,:�� -,"(S",%��,�15,v, �- , -, , � I , , ­, , - I ., , -, , - ,��, 21 �, �, --- - _w"M , ___ _ _______X0"V",i,�', NN'e�,_"_:r!6,�_t,c i �fr,,ii N I ­��� - - ,,, ­,_,­_,1i­, .. . ��:���,��,�-"""�,,�,,����,e,2,�', ,I^ HVHZjuri clients. 2,RPNM,,'�--,MR-P� I'l-la"1113 I I -1 ��_, I � = -IXM111'1111R, Al"IM'W"M 1111"I", "I�l!'�1-1,�4t�,�,�71"�;-�i-�?��,�lI �'wic7---,&�-'-�.-., __­. ­­ I ­­1 1- " i; .... 11' I 0 < 2 toolyglass, Roof Undedayments (nom­HVH2� Polyglass roof urderlayments, for use in 12r2MO23 No Yes WA -NIAI-622Z 0040 Entity or Date Date Data Pending Date Code Entity or oare 01", Datelsondria AU code El . poster gas Data P.ndlm Date FEIG muni JUrI6dlCdlDhW. Type Version Manufacturer Cori Engineer S, [Jorinse Validated Validated Submitted FEC Approval Approved Status T­ wrishin Marrulaiducer Contact Endruare & ll,ansa Validated By Validated litirtrandled F3C 8-roviii Accounted Status T".. verson Mrinuftoturem Cori Ennis ... & Lio .... Validated EW Validated 3tiboulteld Fac Approval A,W,v,d Stntua L. -4-i 1 Polyglas, Roof Underlayments (HVHZ) Polyglass roof underlayments for use In FB0112`2=23 Yes No N/A INA R�ision 2020 All American Shutters and G lises M Ike Barbieri From, L. Ban noul P. E Troy Bishop, RE 1012812020 1011ll 1110512020 1215i2020 Approved RaVS1. 202D Adph� Stuart Lewis ICC &.1-ton service. LLC Willi.. M Ranic,i.PF 10131i2020 i CV2212020 1 1105n0i 11105/2020 Approved Revision 2020 Commercial Concrete Producionc. Robert Gills ,Samuel A. Osterberg John Hoy 12111W2020 1 ?J1 612020 12�21i ding FBo Aprx- 0 HVHZ junsdicti.ins. Category; Shutters (561) 712-B582 FE-0046549 (954� 947.D880 Category: Structural Compared, (321) 710-3377 (407) 661-1917 Category: Structural Components r61 a) 659i PE-34245 052) 588-5311 2 PolyglassR�fUndelaym�ts(nw-HVHZl Poll roof underlaym ents, for use 'in 1212=023 No Yes NJA -111AI-i3=5 SubCategory: Storm Panels rinkelo@allamericanshuhre, subcategory; T ... a Reiss el-isaWltilrisitte.c.. Subcategory: products; Introduced ai� a PIMA of p'.castgsdor@Y.h..c.m =3 FBC n.n­HVHZ predinclore. Compliance Methopi Evaluation Report from a rtso.m Compliance Method; Eved-ticsi Report fr- . 11mlechrology Florida Registered Archnsetore Licerised Florida Prooll Exaluation Entity C.triplianc.M.Irlicid: Ev.1,union Report fr.. . _0 Professional Engineer FLilliggs-scr Products Notice 't,gist-dArchitectorW Ll.ar-d Fl.ii 0 PnoNsail Engineer rL#1 706$-R3 Products Quality Assurance Appi for Use Alsor-ad for Us. Il Design "T74,11IMProditic L_ Quality Assu rance AporipwriforLits. AmnoyedfitrUas Impact Damon em 9 Product Model, Number W Name Pooll pla,gloll, Coman.0 Eigollselm Dah, In HVHZ outside HVHZ Re.slam Pressure seq 9 Product Model, NumberourNoinne Product Descriptlort contract Expiration Erato in HVlHZ Outside HVHZ Resist- Pressure I ITW 8CGffiJd.. High., Strength ill &-P: S) Metal Connector Plate 121SU2024 Yes Yes 141A NiA Gi Assurance A.ca-cul far ill A sionavad for Lism lonisact Vinsicart 0- 1 24 go G.1-nized Steel Stion. Pon a is 24ga Cialvarritzed Steel Storm Panels 12f3lf2022 Yes Yes Yal, NA 2 ITW BCGA!p1ra, Hinge Rate Metal Connector Plate 12f3l/2024 Yen Yes NIA NIA -sea A Product Model, Matter Dr New Product Dowlitter, Contrilett Expiration �ishs It, HVHZ Outside HVHZ Resistant Pressure !TW 13CGIAlclu, T.I.it Mcni� Connector Plate i Zf3112024 Yes Yes NIA N,A I Quiricy PrWhast or Commercial Concrete, Procknits, Precast and P-d-sed Cont,a(W Llit OW2512024 N. Yes N/A rVA 11 TW BCGIAJPIaW Wave Mate C-torpilt, i W31/2024 Yes Yes NIA NIA < a) U) i CIO 0 00 = ) < Florida Department of Business & Professional Regulation page 2 df 7 Florida Department of Business & Professional Regulation Page I a I Florida Department of Business & Professional Regulation Page I rf2 a - Building Codes and Standards &812021 Building Codes and Standards V14120221 Building Codes and Standards 90121321 -0 i,.- Product Approval Application Detail Prod uct Approval Application Detail Product Approval Application Detail L_ . 11 - 1, �_1114­1­ I � - U ­111"", 4 ­,i_ , ��. ��,, sci��tcii`851*1�g- -r - - ,i,�Z,� .I - - � - - ­1 1��'��r � 7��, �u ;q ,2 �,;,��,1`111.'�11,:�.- n,� " ,r- ri�iuu�_-_tei, - 1, CIO ,11�1,�,,AT4-- � ­ u- - iu� , - ­-­� ln��,`_, �L�!�',"'_, - ­ - 0 Cod. Entity a, 11- - - IWW�4�� - a��', � - Data Olt- Data Perot- Do- coda Enfit, Win r9A Dat. Data Penclim Dat" � .� - Cod. Entity . 2010 Data Dole P,dl,a Den. ­1 " W = IVP- V ... lon, Manufacturer Contact Engineer & Licamo Validated Sy Validated Sulberillitad PBC Appnoval Alsoo-d status T".. VW,1,, M-f-tiner card.et Enchre. & 1.1clars, Validated a, Validated suflartifted F11C Acuproval A,..v.d Star- T­ V,reien, Marsurfarctur, conitact lartain", A License Validated D, yellisn"d Sulacill r5C AW-1 AW--d 2W]a �i C R.,A,!.. 2020 MiTak Inc. Eric Walden ICC P.IijWfi.c Sr,niv,e, LLC ICC Evaluation S'Nica. OIJO3,2023 12,2012022 31/03v2C23 Approvad Revision 2D20 WsyW,h­,ax Ron Barl ICC Evaluation Servica, LLC Ian l P.E. (12MR021 10i )2fO312021 Arlia-d! Affirmation 2020 Aphas Murrill Inc Jose Sill Luis R, Lomas Sti M. Uri,h. RE 11116)2020 1 1/1 Gi202G 1112012020 Approved < a) col.iI structural Components t952) Ii i Cattegi Sr.cit-I C-p-rit, (253) 924-0473 (608) 839-3288 Category: Panel Wells i407) 509-2008 PE-62514 (717) 317-8454 SubC.tations; Tru. Plate. evoldenomi.com (2051 599-9800 Subcategory; Engineered Lumber p,betLB2Id-!rM%q6yWIa Subcategory: Spirits .)IFIn.l.mituchirurpy.h. Z Comptlan'. Method: Evaluitti. Report fl.m . Compliance Method: Evaluation Ronsirt from a --com Connieltai Method: Evillunition P.port from W� ..c- _J Product F,sluatkxi Entry Product Ur,eluati- Entity Florida RegWersdArchitied or . U-need Florida Z Is LA15119T.R13 Products FL#3527-Ril Frildrumi Prd-t-I Engines, I I < 0i ...... Ari-10form. Atunroyad for Us, Ine,ad post, Quality Assurance Apignmd for Vs. Api fw Us* Impi Design FLAIW4-05 Products , I - *,v an 1 ?:6- i - a ! izi-Fr-Y", ­1 ­,­,,� ,_� -, � 1'1��IhAm-,�', -��,,,�?�% __1 tft I � - ,;,,,. , - r � "' �, �­dcr �, - ��,��­" ,- �_A "k- - , " , "I - "" i I 11 I - _� ... 'A, - Dahc P . - - I Iiiinaftner 9 License vall,latecl Sit VW[d&ted F c , 1110i 'A D � CER lsrbrm�D.de Ill - VAL 20 1 M512020 1111112020 =Ap E 1 �7�6) 315-2590 M C 4 Z Z I I I I 1 2.7 4"a"s P,od-t Model, Number or Mo.. Isaglud 0-rati.ro in HVHZ outside HVIHI Resistant Pressure $1.0 Pr.duct Marl Number, Nam. Product D-riati- contract Emil Care in hi Outside HVH Resistant Pressure Coutilty Assurance APPO-0110i ApProyed figi` Lhig imiw�t Design __J 1 M1 Ii i8 ga. high strength trusts connector plate 12131QO24 Yes Yes NIA NJA 1 1,41-11- LVL I.Bminated Veneer Lumber 0313112023 No Yes NIA NIA so- to Full Model, Number or Name Product U.'arritithr, Corti Expiration Date In RVHZ Outside HVH RocisionA Pressure a_ 2 MIOSHS 18 go. super high st-lith into connector plate 1213112024 Yes Yes NIA WA 2 Ford- PSL Pili 81ranib Lumber 031,202S N. Yes N/A NIA 3 Will Is 16 a.. tru" ocrined.irriat. 12131,2024 Yes Yes WA NJA , TimberStinand I.S. 1-trilhated Strand Lumber OV31/2022i No Yes NIA NIA I Alpha Ahiminum Scild Strip: VentedAurrinumSciffit' AJpha Aluminum.9olid 6amp: Vented Mummum 0713=023 No yet No NIA 4 MT18HS 18 go. high atenoth urtes connector plate 12/3laO24 Yes Yes N(A N)A 4 TJ Rim Board structural Compostia, Lurnho-rorlerled Shand OV3112023 No Yes NIA NIA CMU &amp; Word S.mt/CMu "mip; wood . 5 M720HS 20 g., high stroingth Irtis. connector plate 1W3142024 Y- Yes 1,11A NJA bo I an, Rim Board SHEET NO, a TUB. Ml la six. t - - - en - - - r P'.., i2131(2024 Yes res NfA Ni 5 Weyerhaeuser Rim 13cand .1 edStrarog-editimg,ard QW31,2023 N. Yes N/A N/A 7 TI-20; M720 20 go inuWs correct. denies 1213V2024 Yes Yes NIA WA March 6, 2023 1 1 1 1 PA 1.1 N N (n Ca }i U O —0 Al OW 0 \V +-+ _(D CD c •U) � U O O •L O O LL .� Z3 Co ^l^11 O W L— ev /��. .� W Q z co 0 o 0L 0 L U) M O L W� z� Z Q J SHEET NO. PA 11112 Florida Department at Business 8 Professional Repulati➢n P.e.1 m2 Flodda Deparment of Business & Professional Regulation Ae•1 mi Florida DeparDnerlt of Business &Professional ftegulatlon Patel m1 Florida DBpartmetlt of Business & ProfPsslanal Regulation Page t m 1 Building Codes and Standerda ina?m2 Building Codes and Standards Enar2od2 Building Codes and Standards enAam2 Building Codes and Standards enarzoas Product Approval Application Detail Product Approval Application Dotal Product Approver Application Detail Product Approval ty N N U N • Simpson Strong -Tie -2020 FBC Approved Products Updated 12l30202n � Simpson Strong -Tie 2020 FBC Approved Products updated,2r3or2o2o � Simpson Strong -Tie 2020 FBC Approved Products updated,2J3Df2o2n �"� Simpson Strong -Tie 2020 FBC Approved Products Updated 121301 Q O O CQ to Ca � U _� .0 2 i N 0 Q �.0 ca p > �� O N L Q O � ,� (a 4- .� VJ C 0 ua t� tla c� c'1 Co X o M o co N as as c -c c 3 +� cu rs p� c Y a 0 u 0 f^J, W W V O L O O L� W V m L O W �^^`` Q W z J z Q J SHEET NO. PA 1.3 RR 2020 For direct links to all SST approvals listed belovd, CLICK HERE. For direct links to all SST approvals listed balovd, CLICK HERE. disc links to all SSTapprovals listed belovd. CLICK HERE For t For tleedt links t aI15S approvals fisted belovd. CLICK HERE. o T L , C, For additlonal Information regarding Florida's Statewide Product Approval System and Miamt-Dade County Notice of Acceptance (NOA), CL)CK HERE. n For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (hJOA), CLICK HERE. n For additional Information regarding Florida's Statewide Product Approval System end Miarrti-Dada Count Notice of Acceptance NOA . CLiCK HERE. F y ( ) n Far additional a e t ProtluctApproval System and Mam Dade Notice o Acceptance L information. regarding Florida's Statewide � i- County f 040A). CICK.HE E. � FL#2355-R7 FL#11y146-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9J16"and heights ranging from 4.5116" to 11 ". Concealed flange sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model Number or Name Product Descrintian version (HUSC) available for models having width equal t7 or 1 Titan Stainless Steel Concrete .&Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 BI-, BTB. 8TH Brick Ties greater than 3-9116". 2 APA21, APA4, 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 1.7l8" to 3- 3 AP844, APB44R, APV666, AP666R, APB$$: AP888R, AP81010, APB1010R, APV844, Outdoor Accents Post Bases 3 CS14, GS16, C518, C520, G522 Coiled Straps 578" and heights ranging from 9.114" to 16". FL#9588-R6 APVB44R, APV666, APV866R, APV688, APVB88R, APVB1D1q APV61013R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SI1.S, LGU5.25-SDS Face -mount hangers 4 APDJT2-4, RPDJT2R-4, APDJT2-6, APDJf2R-6, APVDJT2 4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressiantiension Strap 14 LU24, LU26, LU28, LU214 Face -mount hangers Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC267, LVC210Z Face -mount hangers 1 SD70112D66 Outdoor Accents Connector Screw 5 APHH46, APHH46R: APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3; H6; H7Z, H16; H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- 2 SD9112, SD9212 5D10112; SD10212 Strong -Drive SD Connector -Screw, 6 APL4, APL6, APT4; AP76, APVL4, APVL6; APVT4, APVT6 Outdoor Accents Land TBeam-to-Column Ties $ HGT-2, HGT-3; HGT-4 Heavy Girder Tiedown S!B"and heights ranging from 3" to 10-15/18". 3 SD91125S,. SD921255. Strong -Drive 5U Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R,. APLH210, APLH210R Outdoor Accents Light Hangers 9 H624 u e H rncaneTi 17 MGU3. 3-SDS MGU5.25- DS MGU5.50-SD5. MGU5.62-SDS MGU7. 0-SDS 8 S 0 Face -mount hang" 4 SDCF22434; SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Scre+nt 8 BVLZ Brick Veneer Ledger Connector 10 HSS2,SD51.5, HSS2-2-SDS3.. HSS2.3-SDS3, HS84-SDS3 Heavy Stud Shoe.. 18 MIU saves hangers Face -mount hangers available in widths ranging from 1.9116" to 6- SDCF221134, SDCF221334. SDGF271958, 6DCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2, H5T3, HSTS, HST6 Straight Straps 1/8" and heights ranging from 6-15716" to 19-112". 5 SDGP22434, SDCP22512, SDCP22614, SDCP22700, 5DCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 GJT32, CJT42, CJ75Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MU526, MU528 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSg16KTZ; HTSg20KTZ Heavy Twist Strap 20 SUR; $UL, SURG, SULGseries hangers Skewed face -mount hangers available in widths ranging from 1- l� 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16"and heights ranging from 3-1l16" to IS- 14". � 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS2541 2, Strong -Drive SOB Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTFt9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Conceited flange Version (SURG, SULC) available for all double LV 5D525500, SD5258oQ, SD525800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS2511255, SDS2520055, SDS2521255, SDS25300SS, SDS2531255 Strong -Drive SD5 Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT620, LT840 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to � 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWFFloor-to-Floor Screw 16 H2A, H2.5T; H8; H10A 2, HI OS, HI 4. HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LT520 Light T+vistStrap 6"and heights ranging, from 2.5I8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST371 MST48, MST60; MST72 Straight Straps � FL#1 DDD7-R8 19 KB51Z Knee -Brace Stabilizer 21 MSTA9, MSTA12; M5TA15, M5iA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#1 D667-R6 s� 20 L30, L50, L70; L90 Angles 22 MSTC28, MSTG40, MSTC52; MSTC66, MSTC78 Straight Straps c Sea # Product Model. Number or Name Product Descrinticn 21 LCE4 Post Cap 23 MSTC4803, MS708663 Pre -Bent Straps Sea # Product Model Number or Name Product Descripticn 1 ATR318, ATR1l2, ATR5/8, ATR314 Threaded Rods 22 LS3G, L550, L570, LS9D Skewable Angles 24 MST126, MSTI36, MST148, MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available In widths ranging from 1-9116" - h 2 ATUD5 ATUDB-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Shinger Connector 25 MTS12, MTS18, MTS18, MTS2tl, MTS24C, MTS30, MTS30C Medium TwistStrap 1/8"and heights ranging from 7-118"to 30". � 3 BP378-2, BP112, BP112-3, BP518-2, BP51$-3, BP314, BP314-3, BPRTUD3-4 Bearing. Plates 24 L55J26LZ, LSSJ26RZ; LSSJ2$LZ, L55J28RZ, LSSJ210LZ, LSSJ214RZ Field Adjustable Jack Hanger 26 NCA2k1 G-12, NGA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangars available in +vidths ranging from 3-518" to 7- Q 4 CNW318, CNW112, CNW51$, CNW3(4, GNW5/8-1/2, CNW31A5J8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR237, LSSR258, LSSR210-2, LSSRAIO Field Adjustable 5lapeaitie/Skenable Hanger 27 RCWBi2, RGW814. Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". � 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87; GTUD88, CTUD97. Coupling lake -Up Device 26 LTPd, LTP5 Tie Plates 28 RPS18, RP522: RP528 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1l2" to - -j CTUD98, GTUD99 27 Ml23Z, ML242, ML282, ML28Z; ML2107 Angles 29 R5P4 Stud to Plate Connector 518" and. heights ranging from 7 114" to 24". � 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof -fie -Down $0 SP1: SP2, SP4, SP6, SP$ Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- � 7 RTUD3, RTUD36, RTUD4, RTUD46, RTUDS, RTUD6, RTU D7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPHS Heavy Stud Plate Tie Sib" and heights ranging from 9-114" to 24". � 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU262, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 551,5, S82:5, SS3, SS4.5 Sind Shoe 5 EG5: EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- '- 9 TUW38 Take -Up Washer 31 ABC, RBCP Roof Boundary Clips 33 ST9, 5T1.2, ST18, ST22, ST292, ST2122, ST2115, 5T2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-112". � ID UR53 316" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T627, T830, T636, T842, T948, T854, T85fi T860 Tension Bridging 8 C-Gq series hangers Top flange hangers available in v,�dths ranging from 3b78" to 7- 11 URS4 112"Uplift Rod RunTledown System 33 RTC227, RTG42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10; TW612, TW614 Wall Bracing 1!4"and heights ranging from 11-114" to 32". 12 URSS 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTG4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7f8" 13 URS6 314" Uplift Rod Run Tiedoarn System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB108C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 22, 24, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1l8"and heights ranging from 11" to 32". FL#1D441-R6 FL#10531-R5 8 HB series hangers Top flange hangars available in widths ranging from 1-9116" to 7- FL#10447-R5 112"and heights ranging from 8" to 30". Sea # Product Model. Number or Name Product Description seo 1f Product Model Numberar Name Product Description 10 HGLS series hangers Saddle hangers available. in widths ranging from 5-114" to 8-7I8" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH237x5,5, CBH2 37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHV, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDgB, HHDg11, HHDg14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" 0 39l16"and heights 7/6"and heights ranging from 7-112" to 32". 4 HDU2, HDU4. HDUS. NDUB, HDU 11. HDU14 Hold -dawn 3 GBG Gable Brace Connector ranging from f3-118" to 23-15M 6"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.$1, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGV5.25•SDS; HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SOS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33", 6 LSTHDB, LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81. HHRC44, HHRC5.25/325, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Tap flange hangers available in vddths ranging from 2-5116" to 3- 7 MRSA, MASRP Foundation anchor strap NHRC68 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18"and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5 a116" to 12-7l8", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1J8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210; LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS, HHGU7:25SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1/8". 1D PAI18, PAI23; PRI28, PAI35 Strap -style purlin anchor 8 l.SU26, LSSU28, LS5U210 Light SlopeahlelSkewable UHanger HHGU9,00-SDS 15 HUTF, HUGTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 SiHD10, 6THD10RJ Strap -style hold-down 9 TBC-4, TBE6 Truss Bearing Enhancer 6 HHUS26.2: HHUS28-2, HHU5210-2, HHUS46, HHUS48; HHUS41 D, HHU55.5p110, Face -mount hangers 112"and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24: TC26, TC28 Truss Clip HHU57.2571D version {HUGTF} available for all models having+•tidth equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAG418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available In widths ranging from 3- greater than 2-9116". THAC422, 7HA426_ THA422-2, THA428-2 1f8" to 5-1/8"and heights ranging from 4-3J4" to 15-3J4"- 16 HWP series hangers. Top flange hangers available In widths ranging from 1 -9116" to 7- 12 THAI1,81/22, THAI2.06I22, THAI2.1I22, THAI222, THAI322, THAI3522; THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURG, HSULC). available for all 118" and heights ranging from 5.3J8" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9148" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU2$-2, HTV210-2 Face -mount hangers 112" and heights ranging from 5-3/6"to 32", 15 THJM2-4-SDS3; THJM2-5SDS3, THJU26, THJU23-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-114". Concealed flange S/S" and heights ranging from 9-118" to 16", 17 VPA2; VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in vddth of 1-9116"and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5318" in 7.1/4". 10 HUCg1.8119-SDS, HUCQ1.81111SDS, HUCg210-2-SOS, HUCQ210-3�DS; HUCg310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9I16"and heights SOS, HUC0410-SDS; HUCQ412-SDS, HUCQ5.25J9-SDS, HUCO5.25111-SDS, HUC0610- ranging from 9-3118" to 13-118" SDS, HUCQ612-SDS Simpson Strang -Tie 2020 FBC Approved Products updated i2rJolzozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products updated 1zrJorzozo � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed bela,r, COCK HERE. For direct links to all SST approvals listed belae,, CLICK HERE. For direct links to all SST approvals listed belotr�, CLICK HERE. � For dkect Inks to all SST approvals listed Belau, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Miami -Dodo County Notice of Acceptance (NOR), CJ„ICK.HERE. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), rr rru uFRF - QA CUGK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami Dade County Notice of Acceptance (N ), R Far additwna information regarding FI ida's Statewide Product Approval System and Mimi -Dada Count Notice d Aeca lance NOA CLICK HERE, I a y p ( ), 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 1$ SlLBV1.56, SJLBV1.81, SlLBV2.06, SILBV2.37, S1LBV2.56, SJLBV2.68; SiLBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3f8" to S/LBV3 56, SJLBV3 62, SJLBV4.06, S1LBV4.13, S/LBV4.28, SlLBV475, S1LBV5.50 6 Strang -Bolt 2 (STB2,'STI32--0SS, ST62-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width oft-g116" and heights Sea # Product Modal. Number or Name Product Description 19 SlLTT20: SJDTT2Z SJI-1lT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3118" to 13-1I8", 1 HHUS21 b-3; NHUS210-4 Joist Hangar 20 S/MST60, S1MST72 Straps 118 mil (10-ga) 7 Titan HD (THD-N THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HR56; HAS$; HR512 Strap Ties 21 SP4, SP6 Siud Plate Ties available with hex heat) in carbon skeet and Types 304 and 316 7/8"and heights ranging from 9"tc 33-112". 3 HUCg210-2-SDS, HU00210-3-SDS, HUCg310-SD5 Joist Hanger 22 SSR DSP; TSP SWd Plate Ties stainless steal, or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in +n�dths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3: THG6H4 Joist Hanger 23 sic: DrG Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-112", 5 THG02-SDS3, THGLF3-SDS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 T9022 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 8 Titan HD Threaded Rod Hanger (THDB25158RH, THD637158RH; THD37212RH; Tien HD Threaded Rod Hanger for concre I -0 > MIAM Wa MLUU-RADEC0t7-nV PRODUCTCONTROLSECY10-N FGT1udwtriesjqc. P13TIndustrie3juc. -c= E) 0 -4— L_ _0 0- = 0 1-04 PGTIndustries.Inr. CL 0 11865 sw2d ROM NOTICEOF.AICCEPT-4,iNCE.-EVI]DE.NCESUB.WTTED zN'OTICE10E--ICCEPTA-�NC,-E--:EN,-IDENCESUBAHTTY-D CU -0 0 DEPARTMEN T OF REGUT-ATORY AND tCO-NOIRC RESOURCES MXR) Miam 13M4RD AND CODE MDUSTRAT710-N D WLSIGN !,7s6)31_5-)w0 FCrWj-1­25sQq NOTICE Of .1CCIEPTANCT.: EVI[DENCIE SUBMITED -p.- W (D Cn -AD J�, OFACCEPT.4-N-CE AMMAk- 1. Exidence stibmitted under preiious.NNOA 7 _CE D. QUALITY, A'SS I UN 0 =3 -CU .NOTIC-E (.NTOA,) A. DRAWP;GS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Ezonomic Resources (RER)_ CD -0 -0 1070 Technokpr Dtivc L Manufactu&s-die drawiri qsand sections 5 Test npnl on 1) Air 1afibiatidnTw, per FBC, TAS 202-94 2 0 c- North Venice, FL 14:27-5 (.Yubmiffed under, Y0.4 No. 11-6107 0-4) 2) Unifonn Static Air Presmue Test, per FBC, TAS 202-94 E XUTERLU CERTMCATIONNS, c U_ S COPE: - 2- Drawing No. N-ID-55570.0, titled-VinytSfiding Glass Door'NOA (LAI)", sheets 1 3) Water Resistance Test per FBC, TAS 202-94. 1 1 Not ice -of Acceptawe No. 1-5452 9-14 Lsaked to VisionEx1rusion. Limited for thew = .0 CU 0 4- Tlu� NOAis beingissued uu&--r the Wplicablerules andreplatioas govermingthe use afrocatructionwatexials- 11e through 21 of 2 1 -.prepared by umufachuer, dated 10;05A 5.� with ievisim A dated 4) Large Missile Impact Test per FBC, TAS21014A -11%ite Rigid PVC Exterior Exausions for Windows and Doers-, dated 094 3/15. 0 > '�D E 0 documentation submitted has been reviewed and accepted�by.Nfiami­Dade CourAyRER -Rroduct'Contrdl, Section to 04iO_5117� signed and sealed'by A- 1,3= Miller- PZ 5) Cyclic Wind Pmmwe Loadingpef FBC, TAS 203-94 expir*, on 093019. (D (1) 'be u—wd iuMia=Dade C,,;uwty and, otlicy arem whwe, alknved by&e AiAhm* H.Tving Juris-1ct�x (AHJ).. 6) F=ed EntmTest pff FBC TAS,202-94 1. 2. Notice of Acceptance No. 16-092018 issued to Vision Fmnision Limited for tbeir'YE U) 0 M CU 4— This.NOA Aall notbe imlid afterthe expiraticm date, statedbelmr, The Miarmi-Dade County P"wt Control Sec-fKm. B� TESTS - along with =Ak5d-up drawings and iliqAhtion diagram of vinyl, sliding &s_s door prepafed 1066 -ran 202 and lighter -Shades,(No."!,W) Rigid, PVC Exteitor Eyantsiorts for U) < (InINfiaimDade Cteunty) and�orthe AHJ (*areas atherthaa.MianiiDade.Counry) reserve- the rigjit to have this L Testreporton I)Unifom Static Air Ptessure- Test, pff FBC- TAS"202-94 by -Fenestration Testing Lab, Inc., Test Report No� FIL 8549- dated 1 V06115, signed and NN"mdows and. Doors- dated I ItSll 6- expiring on, I !L)9�21 product ormaterial tested for quality asu'rancepiuposes. If this product or material fails to pe;fforniin the a ccepted 2j Laige Nfissile Impact Test, per FBC_ TAS 201-94 sealed by 16 ah nis Orn a- P - E � (Test report revised on 12 X411 5 and 0 2/1 VI 6) 3. Notice Of Acceptance No. 15-0528.15 issued toVision Evai -mien Limited for their manner the mam-ifacturer %-.,it[ th xpense of such, te-sting andthe _AWmay inmediate-ft cur e e y rervoke, modify, or 3),CychcVkrind.PivssufeLoadingpLerFBC,TAS2�03--�,04 6- Test-ieport on 1) Air hfiltration Test, per FBC, TAS 201,94 "Brown Coated (Pain red or Laml ated) White Rigid PVC Exterior Extrtrsious for suspQ the.,Lvse of such product or material %,nth= their junsdiction. RER reseaves the right torevokc- thi5 along with markeed-up drawings and instalWien. diagram ofvim,4 sliding- glass door, pwpared 2) Uniform Static Air Pirssure'Test, per FB,C, TAS 202-94 NUmdowsand Doors"', dated, 08,11 3,q 5, expiring on 091-30il 9- acceptame,if it is determined by1fiami-DadeCountyProdtict Control Section that fts faUs to meet 1hetequirements of the ap�hcable building code., by Fenestration Testing Lab, Inc_ Test Report No-M.87-17,dated 11VT'15, signed and - 3) W ater Resistance Tesl I per FBCJAS 202-94. --I 4� Notice of Acceptance -No- 1"712.02, issued to, ENMRGI Fenestration Solutiom USA, ClIj C14 >4 ra- This. product is apjxo;,ed asdescribed hemin and hn been desi with the Florida Building Code. gn ed to c amply se:2 J ed by Id almis Oneg a, P - E . (Test report m, ised on 0 21d'I 5116 an d 0 2024e 16) 4) Large Missile Ingmet Test perFBC, TAS 201-94 Inc- for their "TAINS040 and Lighter Shades (Non-A%Thft�) Rigid, PVC Exterior Ln inc luding the Hish 17elmity Hurricane Zotv-_ 2, Test report on 1) Air Infiltration Tesi, per FBC., TAS 2WI-94 5) Cyck Wind Pressm� Loadingper FBC,TAS 203-44 ExAmsions for'"'Indows and Doers" dated 09115116- expiring =01%21. DEsCRUTIONN - Series,;45,.- 70-2 770" Vinyl -Sbdmg Gla-ss Door (Rieinforced) w1wo 9 01 & 139 torMeT,_Lxu 2) Unfform, StaticAk Pressure Test -per FBC, TAS, 202-94 along with marked -up drawings and installation diagram of vinyl. sliding gJass door, prepared 5- Notice of Acceptance No - 1"712.04, issued to, ENEIRGI Fenestration Solutions US.A., I -T 570A Rey B, titled "Vinyl Sliding Ghsa DoorNOA sbeet -.DrawingNo.MD-55 (Llv� 3) Water Resistance. Test, per FBC, TAS 2W.:-94- I 1 by Fenestration Testing Lab, Inc-, Test,Re poft No FTL 95-5 17 dated4 2AA'15, signed and Inc, for thew -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 0: .iPPROVALDOCUAIEN , 1 thi-ough 21 o f 2 L prepared by mamdacturer, dme d 10105) 15 and Lanq revised on 0, 2�0 112. 1 signedand sealed by 4) Large Missile1inpact Test per FBC, TA S 201-94 5) Cyclic Wind Pressure Loading per FBC7 TAS sealed by Idalmis Ortega, P. F_ (Test repoit revised on 011 5P.016) 7. Test on 1) Unifunu Static Air Pressure Test- perFBC, TAS 202-94 report Eywasions for Window,5,and Doors" dated 0-9/154 6. expiring an 04,116,20.1 - 6- Notice of Acceptance.No� 1"712.03 issued to ENERGIFt-nestrah, A� Ly=Nliller, P_E_, bearing theNfiann-Dade CeutityProductControl Revision stamp, with the. Notim of 6) Foxed Ently Test, , per FBC, TAS 202-94 per 2)Large Missile Impact Test FBC, TAS 201-94 Inc- for- thew �'V%fte Rigid PVC E xterior Extimsion s far Windows, and D oors" d ated a, Acceptance nuaber and exWafion date by theNfiatni-Dade County 11todwa Controi-Section- s and installation dia of vinyl shdm_g glass door- prepared along withmadmd-up draw-ing gram 3-9�4L 3) Cyclic Wind Presaire Loading per FBC, TAS 2 or 09il011 7, L­sTiring on'02,92&1 9- E MISSILE UIPACT RAMG: Large a ad Ismall Missile Impact Resistant byFenestratianTesting, Lab, Inc..- Test ReportNo_ FTL8546, dated 11W15- nedand along withrnarked-up drawings and installatim diagrmi ofvin�yl sliding. glass door- prepared 7, Testreport-s-No(s). 10�0022-792(A), 10-06-N40527, 535753-09, per AMIE-84- Limitations: I- See tabk- I (sheet 2) and table 2 (s�heet D for applicable SGD, unit sizes, desigil pressiwtns, reniforcenievits q�pes, sealed kyIdalmisOftegA P_E_ (Test report revised on.01,10446 and 02111,C016) by Fenestration Testing Lab- Inc., Test Report No. rn 663,8 (samples A-1 thru, A-22), dated ASTND 1929 and ASTTvff )-63 5, issued by FXOVA to Vision Extrusion for celluk� 4= — gtarss types,, sill riser (see tables B-1 & B-2. shem 7-8) aud anchor I layout sheet requirements in 11 thm- 16- 3 Test report on 1).Air Infiltration Test, per FBCm TAS 202-94 111940, signed and sealed by Jorge A- Canso, P, E_ (SubmiffedunderIV 0A A'a 11- composite material- Rigid %lite PVIC- Tan (Non -white) Rig�dPV - audRroum, coated (Painted or laminated) white Rigid PVC to be T 2) Uniforni Static Air Pressure Test - per FBC,1 T-AS 202-094 410 04) (Submt&ed under NO-4 Xo, 1�1-01#Z 04) labeled per referenced N0A'&fequ"nm=&. 3) Watef Resistance Testl� per FBC.. M 202-94, 8 Test repart on 1) Air Infitration Test, per FBC_ UALS 202-94 S. NoticeofAcceptance No- 14-01#16. 11 isswd to Kutaray Ainerica., Inc. for their I Epess oper abledciors mustcninplywithmin cleni widthof heightperFBC requirement as ap plicable, 4) Large Missile Impact Test per FBC, TAS 20 1404 2) Uniform Static AirPressure Test. per FBC, TAS 202-94 "S&ntnGL-+s1­ (Clear and WhiW) Interlayer", cxpillng an 07/04;1.8. gofficial 4� Packet walls undet separate approval, to be revriewed by Buildiug 5) Cyr-lic NNYind Presswe Load' per FBC1, TAS 203-94 Ing per FBCjAS2 3) Water Resistance Test, 102,-94_ 9. Notice ofAcceptance No. 1&1117,01 issued to Kuraray kmefica.. Inc. for tileir LAZE1XqG: Eachunit shaffbeara pernment label with the niaa&ctm&snsme or logo, city. state andseriesF and 6) Forced Entry Test, Per YK, TAS 9202-0-4 4) Large Missilg,'InTact Test pex FBC, TAS 201-94 ' "Trosifelt 11traclear. Clear and Color PVB Intertayers", CXP=9 on OT08119. followrikg statemear,'Tdiami-Dade County hn&xt Com&6I.ApproiNaWl,noted herem along with marked -up drawingsand msWlation -diagram, of imyl shdmg glass door, prepared 5), CyclicUTind Pressure LoadingperFBC., TAS 203-94 RLEINEWALL of Aii�,N-OA sliall be considered after a reaeuval aWheation has been filed aid there has bef nw by Fenestration Testing Lab, Inc., Test Report No- TTL 8547, dated 12�04115_ signed and 6)'Fofced Enfty7est. per'FBC, TAS 202-94 STXTE.AKXTS change in the applicable building code ne gatov,ekyaffecting theperformanceof this prodtict- sealed by Idalmis Oirteg ga, P. E. (rest repw m­�ised cn 0115116) along with mad�ed-up drawings and installation diagram of vymyl sliding glmdoor, prepared �1'4'0.4 L letter of canfonnarice with FBC-.1,*Edition (2-01-4) and FBC-60U]tion T ERUI LN-ATI 0 N o f this NOA will oc, cw a fter the � expira tica date o r if , th en- ha s. b e en a re%isic n, Of chaugge in th e 4, Test teport on 1) Air Infiltrat ion Test, per FB C TAS 2,02 -.04 by Fenestration Testing Lab �" Inc - Test Report IFT L - 63 3 7 (iamplm A- I thru A -5)� da ted (21)17� issued bymanufwturff, at aled �d ed09f141I7,sigued&se by LymnMiller7 P.E_ walerials, use, aad!or manu factareo f the prA uct� o r process � Mi� use o f this NOA a ss a n end o tse a aeut o f anyp to ft ct, 2) Unifarin Static Air Pressure Test- per FBC,_ TAS 202-94 I'106il 0, signed and sea led by Jorge A� C auso. P. E_ (Subm, ifted under.IVIOA JV6. I I- 2- Statement letter of no financial interest, dated 0-V18117, issued by manufacturer, -signed mi - for Saks, &&Tftising or any odierpmposesshall automatic allyterminate this NOA.Taidumto, co�ly with any 3) Water Resistance Test, per FBC1 TAS 202-94 0107.09� & sealed by Lynn Miller P E. section,of thiz NOA sh& be c ause- for tiernikationand renwvalofNC�k 4) lxge Missile- Impnd Test per FBC. TAS-20 1-94 3., Lefterof 12b compliance, part of the above test reports. X101 de Cotmatyri F1 e *T-RTISUMENT. The NOAnumbet preceded by theumids NEanu-Da orid&,,and:A)l1bwedbyth yci YBC, TAS20-3-94 5) Cy'lic � Wind, Pressuie Loading per C., C _A1 CU ILATIONS 4� R E RK-L Proposal No- 17-0387- dated 0-905117, signed by Ishail Chanda, P.E_ expiration date may be displayed in adufttsing literature., If anypoition of die N10Ais"displayed, then it sh all be 6) Forced Erur y Test , per FBC, TAS 202-94 1- Awlorvffffication.c*i,.btion&and.stfuctmalmatvsis,coWlvmg-vvitbFBC�2014,� 'G,. done in fts-, entirety -UP gs kgram, along withmarked drawin and mstallatim dia of vinyl sliding glass dom "ared prepared. by PGT_ dated I M9A 5and List mvdsed on 0 115/16- signo arids_iealed by OTHER, b-SPECHONZ. A,copy of this eatireNOA shallbeprovidedto the u%erby&e maiinfactureror it &&*utors and by Fenestration Testing Lab� W_ Test Report No. M dated 121044 5, signed and eri ,.A,nthanyL.,Vi.Uer,P.E.(SnbmiMedNwd. L Notice of Acceptance No. 15-1210,A]... issued to P61 Indushic s, for their Series shall be avaAable for inspection at thejob site at therequestof the Budding Official. sealed bT Idalnis Ortega, P_ E_ (Test report w., ised m 0 V041 6 and Cr1`1 1116). 1 Glazing complies with ASTME-1300-09- "5570,27,770" 17invI Sliding Uiss Door (Reinforced),- LALL expiring on 0+11+21- This NOA revises & rtnevm NNOX420-0429.05 and cou%ists of tliispap'l and esidence pages E- 1. E-2, E-3. E-4. E-5 & E-6 as wrell as approwA. document mentioned abin--e- Ishaq L Chanda" PZ The aubmitW dccurnenutim vvis m4med by Ishaq I Clui nda. P.E. Product Coatrol'Uuit SvperTlsor Product Control rruft Supemisor ,nit Supervizar ProductCoatra]U I No. 21_0205A3 NOA NGA ZNIO� 1-0205.03 'i-0,ms,0 'M -o� . NOA _N,6� 21-0205.03 ExpirationRat,at April 14,1026 ExpirationDaW. April 14, 2026 April,14,2DU Impiration V�ate, Ap-A 14, IOU ZS,' .021 Ap p r o v a I Da, te: ;N_ f a r cl 1 S, 113! 1 A rovalDn farth2s,2021 AWoral Date. Uarch 2.9, 2011 Page I I - 1, 'E _11 E -3 ---------- PGT Wusnie%'In-�. CGI Windows and Doors, Inc. PGT hidustriesi Inc. NOTICE OF ACCEPTANCE: ENIDENNCESUB"19 TTED NOTICE OF ACCEPTANCE: EVIDENCESUB3,HTTED -NOTICE OFACCEPT-kXCT: EX-MENCE 2. Uddence Submitted, under previous; submittal E. NLALTERLAL c1RT1IF1C_ALTI0,NLS (continue) 5. Quanex: Part Super Styacer Standard complyingg with ASM C518 Thermal Conductivity A. DRANAM�GS 0-89 1 BTU-inl hr. -f F-T, ASTM F 1249 VTTR-Pass, AS-1M- 1)3985QFygen-Pass� AS'Z, -1 E A- MkNiTNIGS L Drawingg No. M41)�51570.0 Rev B_ titled -Vinyrl Sliding Glass Door NOA (11 sheets 7o Fog TO �"o. P 09.05) 2190 LG_ Duiubihty-N -Pass. (Sabndytrd underpmiom A AX 5-04 14 Drawimg No. -81D-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA U-NV, sheets I ,h 21 of 2 1, prepued by ni2nufacttuer, dated I 0;U511 5 and last re-iised. on 1 throug through 21. of­21� prepared byrnanufacturer, dated 10%115and lastsmised on 071,101/21, 04.,122120, q, Wd andsealed by.A_LynnMiller, P�E_ Quauex Part Duraseal conTlying with ASTM, CJ18 Themial Conductivity 2_221 BTU-m/ signed and sealed by A- Lynn Miller PE� hr__ft:U1F, ASTM F 1249 Vv`VTK-Pass_ ASIM D 14-34 Argon Perrucance-Pass, ASTKE 'Tote. This revi v N ision consists replacement of same existing installation screw with flat head - & TESTS 21189 LG_ Durability -No Fog, ASTNI E 546 Dew Point Dtweloptnent -22(ff in 48 hrs. L Test reports on: 1) Air Infiltrali= Test, per FBC, TAS 20-7-94 (Sitbyn, iffed a n der JV 0-4 Na. 1 "40. &1). 2) Un ifor m S ta fic,. Air Prew ure Te st, Loa d ing p er FB C, TAS 20 11-9 4 7- Vision Extrmions- Ltd. Parts rompl�-ing with PVC-.AAMA 303-13, Voluntary Specification, B. TE13TS 3) Water Resistmce Test, per FBC, TAS 202-94 for Rigid Potrnnyl Chlonde (PVQ Exterior Prongs for Vision Ex":isiions� Ltd.-VEX-1 ky 1. None- 4) Large Missile Impact Test per FBC_ TAS 201-94 AANIA, Fenestration Exterior Profile Certificatiou Pmgrmm fUbinWd iinder A,70_4 Aa 15- ,5) Cyclic Wind Pressure Loadingper FBC, T.&S 203-94 0409. #5) C� CALCULATIONS along with marked -up diaiiings and installation diagrain of 4 R PGTIndustries, Inc. 8- Vision Exmisiom Ltd. Parts comph " ,W wfthPVC-AANU303-l3_ L None, representative units listed below and tested to qualify Dowsfi 791 =d Dowsil 993 silicones, f&&Ntibed YinderAVAJVo..15-9409.05) prepared by Fenestration Testing Laboratory, Inc_ Test Reports No. PVC-AAM A 303-13, Voltintaly Specification for, Rigid Polyimyl Chloride (PVC) Fiderior D. QU_4,LlTY" ASSUFLUNCE C FTL27897, PGT PW5520 PVC Fixed V67indow (mik 6 in proposal), dated 09�031 14 Profiles for Vision Extnz� LtdA-BC-1 by �4AMA Fenestration Exterior Profile L Miami -Dade Department of Regulatory and Ecommic Rewnces'(RER)_ U) FTL-2.0-2107.1., PGT SGD78O.-Alumicam Sliding Glass Door(unit 7 in proposaD Fn,-�m Certification Progr= 210 7.2, PG T CA 740 U= Outsw, ing, Casement Wind o w (unit 8 -in proposal) FTL-2,0- 10. 'Notice of Acctptance No. 19-1217.14 miued to E=gi Fenestration. Solutim USA, Inc. for E. 31ATF-RLXL CERTMCATIONNS, M '107.3, PGT 1W 7620A Ahmiinum Fixed Window (unit 9 in prul�osal) and FIL-2 OL2107.4- their -Tan 3040 & light shade (non-whitt-) NNItite, Rigid PVC Exterior Extrusinsfiar 1. Notkmt of.kcceptaace No. 19-O3b5.02 issued toKuraray Aiwrica, Inx� fortheir > PGT 1W 7620A Aluminum. Fixed V`mdow (unk 1.0 in proposal) dated 07,113/V2_ all signed Windows and Doors', , expiring on 02/04,21. "Tro-iffolt Utracleaj� Clear, and Color P1B Glas;luterlayers-,. e-Viring on 07,0&124- 0 and sealed by Idahnis Ortega. RE. 11 Notice of Acceptance No- 19-01L2.02 issued to Ehergi Fenestration Sohlficu USA, Inc-, for I -�r",Iike '22- Notice� ofAcceptanceNa. 17-080&02 issued taKtrraray America, luc� fortheir CL their -se mis Rigid PVC E xterior Extrus6us for Windows and'Doors - m;pmg on 4SentrTGb&1 (Clear -and White) Gbss Intertamrs' oxpiring on 07104123- �C. C-ALCUTLXTIONS, 77 012&121 3- Notice of Acceptance, Nb� 18-1106.10 issued-toVision Extrusions Litnited for their'Srown 1, Anchor verification calculations and stnxtural an*sis, comp�ymg with FBC 12- Notice of Acceptance No- 2"1-03.03- issued to Energi Fenestration Solution, USA- Inc- for Coated fPainted or Laminated), White Rigid n�C Exterior Extrusions for NAVindows ,Edition (2020)., dated "12120- prepared by mantlfactufff- signed and sealed by PVC EX-terief EXtrUs their -Bronzf & light shade cap coated '%1kiteRigid joUSL for and Doors-- expiring on 09130-r24. 0 An1honyLynnNMer, RE. Win-dows, and Doors-% expiring on 04,1161215- 4- Notice of Acceptance No, 18-1106.11 issued to Vision Extrusions Limited for their series 2- Glazing complies with ASTAILINO-04, -0, -121 and -16. "VE 1000, Tan 202 and lighter ii) Rigid Cellular PVC Exterior D. QU ALIT17 ASSU, RXNCE F. ST�JJTEXEfN'TS ExtruMous: for Windows and, Doors-_ ex � pitingoh 1129,21. 0 Marai-Dade Department of Regulatoty and Economic Resources (RER), 1. Statment letter of confoonance to FBC 76 Edition (2020), dated issued by CL manufacturer, signed and sealed by Anthony Lynn Miller, P�E.' -IRT.kTE lj�YTS 1. '-NLALTERLA.L CERTIFICATIONS 2. Statement letter of no fmiancial interest and of indqxndent, issued bymianTifactuer. dated L Statemient letter of conformance to YBC '7& Edition dated 0261,21, iSsued ky L Notice of Acceptance No. L"30:5.02 issued to Kul-aray America, Inc. for their 04/1 SQ0, s�gaed and sealed by, A-uthealy Lym MilleT, P_E_ manuf2cturer- ,signed and sealed �by.Anthouy Lynn Miller- P -E-' U) "Trostfolt, Ultra -clear. Clear, and Color PVB Glass'l-norlayerC. expiring 3, Prii-ate Labeling Agreement document between PGT dated 03130115 and signed bir all 2- Private Labeling Agreement dated 01%,21 between PGT Indmums. Inc. and CGI 071%24� inv-61-ved parties, b of Windoms and Doors lnc�, signed by Dean N1 Ruxk� P-E-, V.P. Engineering on dialf M NotireofAcceptaric No. 17�08-03.02 issued to Kuraray America. Inc. for their Arl both companies. < Seatty-Glait (ClIelar and Wbre) Ghss lht#flayei-s­� expmq on OTD*121 G. OTHERS 3- Notice of Acceptance No. 1&1106.10 issued to Vision Extnnions Limited for their "Brown L Tim NOA reNises; NOA# 17_9420.06T1VTTw,-1CGT) and updates toTRIC-202.0, G., OTHERS Coated, (Painted or -Laminated), Xrklite Fled PVC, Exterior Extrusions expiring 0442) 10.1 1- `Ih N.OA rerhes & renews NQU _10-0429.05 (PLA w/CGI), expiring K14,126, for 1Xindows and Doors", expirin on 09,50(24. 1 RERTest proposals #19-111-555dated 01/100 approved by Isbaql- Chanda, PT. expiring 2. -nie cment associated, PLA CGI file #21-010_5�01_ CX 04/14,Q6� Piling 4, Notice ofAcceptance No. 18-110#6.11 issued to Vision Extrusions Limited for their W series "NT 160 Tan 202 and lighter shades (1Non-XUwc-) Ri ' C eflular PVC ExteriorExtrusion5for I � Z ldx,,4q 1, -Chaudaf R.E. ctnn&,Px� Z IshFiq L CkaUA22 RE. Product Contral Unit Supeniser -odurtcouft'd Unit svenasar Z Produet Control Uni t SuperTiser "NOA IN-0. :142451-oa < NiDvi No, :I-02Q5.03 Empiration Date! Aprij 14, 101A Expiration Datv _incil 1,4,!O�6 __j EXPffia-ftGnDater April 14,1016 Appreval Date. AlarclL N, 2021 Approv4l Dow. Xfarelt M 2011 CL App E -6, E -4 SHEET NO. March 6, 2023 1 PA 11 1 —00 > 0 0 MIAM11- MIAMI-DADE COUNTY (1) 0- 0 0 omm PRODUCT CONTROL SECTION Cast -Crete USA,.LLC Cast -Crete USA, LLC Cast -Crete USA, LLC -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 (D BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U) Co -cu NOTICE OF ACCEPTANCE (NOA) MM.miamidadegovlecogomv (n 0 -0 -0 0 Cast -Crete USA, LLC I . EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 . L_ — i-- (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 5- = _2 -:�: 0 Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, L Drawing No. FD46J�, titled "Precast and Prestressed Lintel Details", sheet I of I Drawing No. FD4612, titled 'Trecast and Prestressed Lintel Details sheet I Qf — LL -4— prepared by Craig Parrino, P. E., dated.Warch 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E.. dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing Aro. LT4612, titled "Cast -Crete 4 ", 6 & 12 C:) ,— M 0 > -0 SCOPE: "Casf-Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel S* Load Tables", sheets I through 3 qf3, last revision dated 06112114, all E 0L_ (D This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrina, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of3, prepared by Craig Parrino, P. E, dated,414arch 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114� Ln C)- 'n M The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. K revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on C_ CU W Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS CV1:0 (AHJ). Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. C%4 C= This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control UnfilledModels, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I None. L Calculationsfor Cast -Crete Lintels, doled 0811912014, pages 14,201 through 14.236 this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cayt-Crete Lintels, elated 05129103, 2,07 pages, prepared by Craig D. QUALITYASSURANCE 1. fi�y Miand-Dade County Department of Regulatory and Economic Resources (WER). 2 >< fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. Ln ex. 2. Calculations for Cost- Crete Lintels, dated 05129103, 140 pages, prepared by Craig (n E. MATERIAL CERTIFICATIONS Zn This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS -< 1. Alone. Zone of the Florida Building Code. 1. None� C2- E DESCRIPTION: (Cast -Crete) 4", 6" & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quali�v System Manual.for Cast -Crete Machine Made Precast Lintels revised on Mov 1, I F. OTHER 1. Letter in Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig fto prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. L Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, cu Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cost-Creie Quali�v Vstem Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING- Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a pen-nanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. Alone. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, R E., dated March 24, 2003, last revision datedMarch 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. Xone. D, QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resoui-ces (RE, R), any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1, None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. K This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. �/11 Imy A. Makar, P.E., M.S. _.�5&lelmy A. Makar, P.E, M.S. j5>q4elmy A. Makar, P.E., M.S. I------ � NOA No. 20-0630.15 #,_� Proiruct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 — C�6u i;. �,&,/ SMIAMMADE �Lkja!am "� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Ex iration Date: 09/11/2023 p Expiration Date: 09/11/2023 0gA0)z,#z6 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date- 08/20/2020 Approval Date: 08/20/2020 Page I E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade Counry Department of Regulatory andEconomic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Alone. L None, F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. 0 1, Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details ", sheet I of > CD_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CDL LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on C) January 22, 2019� :3 _0 B. TESTS 0 1. None. C. CALCULATIONS 1. None, W D. QUALITY ASSURANCE M 00 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS < 1. None. O_ —0 F. OTHER 1. Article of Conversionfor a name change. LU C>ftelrny A. Makar, P.E., M.S. C�l Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/1112023 Expiration Date- 09/1112023 < Approval Date: 08/2012020 Approval Date: 08/20/2020 __J E-4 E-5 CL SHEET NO. March 6, 2023 PA 1.5 ,�� - /T_____iL1__1ECI%Ms`dM N14CN __ TILLIT TESTING IS ENGINEERING COMMW I .,---.--.,, I.--- - __ — WAT TRIP A. TTLLEr. JR.; F.E, , WtcGn@aCLQOM FLPls,L­*­,I4T,r ,, C I Ll­­ NI. 00667 19 PRODUCT EY—ALU ION Rr WORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEOORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QlQbali �rlpr � I 4800 S.W. 51 Street Davie, FlerdaS3314 1. PUR"O E OF EVALUATION, This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chaptor No. 61 G20-3, Method I D of the Florida Department of Business and Professional Rogulattlion. 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 Building Code, and to verify that the product is for the purpose Intended at least equivalferitto that required by the Code. This Product Evaluation Report shall be subject to rovfew and revision in case of a Building Code change that may affect its limitations and conditions 2- _F__V1DKNQ_E_8M5M1TTED- 2_,1_ PROD-U-0-EVAUATION DOCUMENT .E.D * _(P IL Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tiltsco, Inc,; signed and seated by Walter A. Til lit, Jr., P, E.; dated 0712812020. This drawing Is an integral part ci,� INS Evaluation Report, _"A",I't,il, ""'I'l No� 44167 ". I _* . 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - ER0D_UfJ_01 I'll 11-ALTION MPQR�r NOL-20-i 2 2a. —TEST.-RF,PORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 06-569 dated 08/09/1 996, #96-570 dated 09118/199,6, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and # 2126 dated 10/0$11998 witnessed by Gilbert Diamond, P.E. and Report No. 0219,01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Haftem, RE, Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc.. dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2 _3STRUCTURAL ENGINEERING CALCUL&TIQW: On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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 section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11 103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P_ E. I�M���ESI TANE.� Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WND LOADS RESMTANM� 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,15, 16,19I 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9I 10, 11, 14, 15,17,18, 19,20 25 and 26 of26, of Product Evaluation Oocument(P.E.D,), drawing No. 20-176. _5,1NSTA_L,L_ATj9w. 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-i76. Minin'111171 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. ,kJkIIIILIiIt,N,', Okk N TQ4 No .0 �,�� . � �. 1! I � 01 "N, I L , ,,;� 1, � I 4,0, I�, -V, ,i�� ' . . ­-, ,z�it:j� ., ,�ZENS�p`%� , , �',' , -- � _ -­ - , , ­_ *. , -S. -,,___ ::3:7 - , '-4 167 - 1 ��7___­ ­­LL I— , S __X � — 11 * r- - I � I ,.r/� " Z �, * I = . 4 / I - _q:.. 5 iATE OF �!,,Tf `� 'O " "iORI�37` �--'�\- e- ,� �-e " - �. "46;'p, ,�,, .., " " 08/04 - " *� N , � � - �: ,,*' I 0,11NMIllmil"1�110 I I ____1 F­ GEN R&_N=-. U 3) IN CASE THAT PRLC4,ST VONE, CR PRECAST CONIACTE RANCI.S, SaXsn 01 WCOP SQ0AU$ RE P0, NO ON T4( , , tMMXLE"JWLXAlMNZMJMM_VA%"%16Q0 EY15PRI, WALL. ANCHORS SHALL RE LONG EWNOH To RW�k ILE MAIN STRUCTURE BEHIND SUCH PAkEt_1,. I 1 -STORM PANtl SHOIVM ON !HIS PROUCT EVALUAIPON OCOUMENT MI C,D ) kMS BEEN VERRIEF FOR COMPLIANCE ,N AKPQRskGf SHALL RE AS MIJunsVED, TH 9,I) AND IN 8,2). ACCOODANCC WITH THE 420 (7th ENTION) OF T44E FLORIDA BUaDfNt CODE. LQ M­LX!E1WQ -lim-AWN. 04rflr1!11M0)�1 __"� Q.0 _", � DfISJON ARNO LOAOS SOA4 BE OETERfAAMED AS " SECTION 100 OF THE AEILW MMr,oNED CODE. 1/4-0 TAPCON A,41�4109S, 4 W-NUFACTURED BY 1,7,W �16,DEX, WC FOR '�E I k WiLm SPEED AS MrWITED ay THE JURNOPUTINU WHETTIS THESE SHRMERS� VyL, AS INSTAUSD AVIS - Ou4-10 PANEUBITE FQB , W AN' PAWELMATC PLUE, ANCHORS, AS W14UFACTUKD 9, FLOF, CONE'IsUC11CH PRODOCI$1 - , 10 41412 SIDR-riIIs PER NO.S. 'Ce A Of"ECTS"N"M FAC'FUR Kd�()B_A.VS04C ASCt 1-16 AND SstsU NOT EXCEEV THE MAyUM M,D) DESIGN PRESSURE RANKS INDICATED 04 STFMS I THRU 12. 14, 1!L If, 19 A 2Q� - ��Ilfile � ,1/8* WOOD W-114M, ,'-' OfSTRIBUTED SY ALL POINT SCREW, BOLT & SPI-ILALT'l GO it, rROER TO V!ATPf THE ABOVE =3409TON, HLTHAFTE OMG- WIND LOAD' , DETERMINED REM ASIM 7-16 - I� MIT41 UM rARWLD PENETRATION IWO WOOD OF lArCON ANCHORS SHALL BE 1 1/7- A ?- CO TE P 5 SHALL OF FIRST RFITLICED V A.C.D. LIEV40 W940 LOVIDS BY OULTIPLYIND THEM RV 01 6 IN ORDEN TO , " A4, FOR Es. FANELVA LU OWPARE 'RESS ,V" MM (A-Sa) "ON PRIESSURP RATINGS IN04CAM ON 5NECIS 7 B,IRU 17, IA, �R, 16, 19 & 20 AND PANCE)AALE FEMA�j 04 -10 VERIFY TWI ANCHORS ON T`dS FEA0J AS TESTED W07E Nor OVER STFRESStO, A 31% INCRCISt IN ALL C.2) MINIMUM 1HREADED PENETRATION OF LAG SCIRCIV, INTO THE WOOD FRALIE UNI! SHALL SE � 1/2- NO NREADED LN ORIDEP. O.AaUE ACNETAcJ ION ]MID STUCCO SMALL RE CONSIDERED 41 PART DF THTL REWkIeD TsAsCADED FrUCTRAI'LoN STRM 'of' "40 LOAGS WAS �M USED 10 THEA ANALYSIS FASICNERS SPA04 10 VIO00 HAS BEEN DETERMINED IN ACCOROANCE WITH, NOS, 1016 c -3) NAINIMW F:W DWAKCS OF LAr %RCW5� iNTO wODO SHALL BE As INDichm, IN r,rS aNANW, ST01JR0 PAMM'S AUE04ACY FOP IMPACT AND WIND REGSTANCE TIAS HUN VDANTIM IN ACCORDANCE MIN IrCHON TtZ6 OF THE Asmc WEACHONrit CoOt As PER SURRICANE FNEIINEEPINIC & TMIHO RLc, REPcRnS "_Eeq� 96-670 A, 96-T30, AND t 4) MNynM 4"CAICIPATIUM Of- WOOD SVEHW, SHALL SE Slar I/0 0-20 scv)Iss USED SNAIJ RE, I 1/2, I�IoNj vIMMUv FEWESIRArION TESTINC, LAB -X, REPORTS #2032 & #2326 . AS PROTOCOLS TAS-201, TAS-202, AND TAS-203� SHOULD 111,000 cxt-S7 AND I* MINWOM FOP. WALLS WITH NO stuccv, I AS AM AS AMERICAN TEST IAa Of SOU114 FLORIDA REPORT 0071V.OT-W, AS PER TAS ��O% TAB 207 AND WAS _ STANDARDS. �� 5) IN CASt TITTAT, PREc.kS" STONE, OR PWOAST CONCRETE PANELS, STUCCO OR WOOO WARDS OF F0041 ON THE EFAST,s`4 2O2 WALL, ANCHORS SHALL BE LONC ENOUGH YO PEACH THE MIN STRUCK OWN0 SUCH PANELS 7� ALL ALUMINUM _01M,051OLO TO RE 600-" ALI-BY AND TEMPER, (IJULWE OtMiNeTSE, NOTER) SEE SHE�F 2 ANCNOIBICE SHALL BE A15 MMMONfe IN tj)l r123 a C,A) I AU� �LUMIKOAA 54�f_lt METAL USED AT CLUKS SHALL HAVE �$05--Hh,l ALLOY, l0) ANCHORS SHO- RE INSTAU FFI FOI-LOWLPic ALL OF INE FECOMMENWITONS -INO SPECsFICATIONS; Or THE Aw"HOR's MANUFACTIVER I A ALL StELL SHEET METAL PAWI-S SHAU kA%W- STILLIMRAL OUNITI 4_7M. AWN A-0,1 GRAO�' ,SO WMMULL U-60 OALVMMFlT STEEL CESIGNATION WM. OS5 .1 �AFIER RDLLW)� is PANELS MAY ALSO BE INSTAItD WRIZOLRAW F011,01PN6 tLCITALAAWN OEVIA-S SHOWN ON StCHQN 3 H�RQUG4 10 (SKEoS 4 INPOILOW 1L) EXCEPT THAT HLAIDERS (D 61 Q) SK4,L NOT RE USFIT �, ALL SCREVIS It) K �TNNLFSS STEEL )04 OF' Mt AISI SERIES OR COARQ"N RESRFrAW COATED CARBON _�,CEL A$ PER 9 IT SHALL 8�� THE PIESPONSIBEXTY OF' tK C,WRKMR 10 VERIFY THE 3PUNINIM OF THE i�TNUCTIJPE WHER-C _1PF.N7M IS TO K YIN 50018 W/,50 s.i YIELD STAITIBIP A40 90 44 TENSILE S7RENGTH & SHAU CoNPLY IAJ FJ,OP,DA SULJANO COOT, AITAC14L`0 TO INSURE PROPER ANCHDRAVE THI!� 5HU17ER $,HAJ, OT41Y BE A1TAQHED To CONCAM_ EXOCK OR WOCLO MWE SECTION 2.Ti , .314 PRARIWIS, a BOLTS 7D RE ASHM A-M7 GALVANZ0 STEEL, OR PST 3ol SERTEC STAINLESS MUL, WITR 416 �-i WILMUM �OELP STRENGTH, 10 WO REGOLAP STORM PANU Nins LEWINs. 9,tR W-6 THITWIP4 12'­4�� AS PER litCHUNI5 5. 4, 9 & In AND ALTERNAWLS BW� 1 ANCLIORS TO WALL SH&J OF AS FOLLOWS " & IOW ON SHEM !L A & Q AEEPECVVEL'-� SFMIA HAVE A '�EQfIXX AND READILY VtS6LE wtoossa iNSTRINING a^ER OR TCNMT TO 7V-tURE PANELS VO4 APPLICABLE ts,EkWOROEMENT DURING, PERIODS OF ILIFIR4CARE WARNHO (A) 1QTQq LAIL ON _U 11 INS Its,TALLATION COWRACTOk �S TO SLAVCAULN ALL SIlLF17ER rOhlrQUENT EMCS ANICH REMMN IN CTINPHLOUS WITTACT WITIL, - ' 'gi`W ;4a 9RASEMANVOCTURED /41 TAFXM , BUILDIPIc To OT' ; T.W BIAL00, INC HA, I*­3192 P-) RE PRCVENT WiNO/RAN RITRUSION . �/4' ;�W­W ANCHORS, Es MANLIF97URM By CEN&T INC (HIM, I'­DOW p­.) - , %�iI7/8 - /�4"% X SOUD-SET ANC�M, AS DISTPIFUTED BY ALL POW SCREW, SOLT & SPECIALTY ?:I,' '2 SIORM PANIO, INSTALLATION SHALL COMPLY WsTH SPECS INDICATED 44 INS DRAWING PLUS ANT? WtLO�NG ANO, ZONING RESULVILONS (M- f'­1000 P'.'O FIRWOED By 'HE 10RIED.CM04 WHERE PERNIT IS APPLW.0 TO - it , -10 PANFINATE FEMALE 0 & PANEIMATE t'LUS ANCNORS� AS MANUFACrUMCD BY ELCO CONSM)tTION PPOWCTS, T � (4) THIS MiDOLIT3 EVALUATION 00CUMENT LP ELI,) F'ResM,RED 13Y -,IIS ENW4UR !S GENERIC MO OCES W 4RITIVOL INI-OHIM41ON �Ncl s'_3350 P.,Q POP A M SPECIFIC PPOJE�_, �, WHERE THE SHE CONDMONTs OEWTE FNGM TH& PED - 11, `4 CF TAP -CAP AACHOR5� AS IMNIAKMILINDI Lr TRU-1AST, CORPORATION (f'­3600 P�­) A 1) M M ClAgEO-0t OF TARCON ANCHORS tWO POURED CONCRETE SHALL BE 5 114-� (b) CONTRACTOR TO SIC R,5POR5HILf FOR INC SECECTTON. PURCHASE AND M4MALtAT" M-UNK9 OFT SAIT-i, Of TkIs PROMICT "No' 2' FOR PANELVARE a-VAtf aksErt ON "� P,FO� "�Cmtxtt sir/5RE: DOES Nor OeARFE FROM THC rpuarischs RCTAL,ED I" THr. WcuMETA 4 AND P4NE94TE OWE AND 1 1/4- FOR CF TAP ­GRIP ANCHORS Z�ONS�90"Oh SAFETY 4T SITE IS THE CONTRACTOR'5 qESPOKSLISRITY, , OUM CONC V . � 4 L A;?) CAK-PI ,E ScOO--SEL, AW.1404S SHALL fit EMECODfLI 7/9* MF0 THE P A Z NO risituAV5N, MID (-) PIC, P7QQQCT EVALUATION DINCAsMENT ftx BE CONSIDERED INIAAW IF MOCILOO. -TUCCO SHALL PF PCRUTTED, � 11�_ 0-20 50"S USED SHALL BE I L/V LONIC; MINIMUM SHOULD STUCCO "IGT, mc, ,' ,NW#uM FOR PALLS *mTH No Eturco, AND ARsy 9s, mWEIT SP!IERs OR 4L rNWJ.IED RCRM W/o HE_n Ld � SITE SPECIFIC PROJECTS 51IML BE PREPARED BY A PLORIDA KGRSTEREP ENGINEER OF ARCHITECT ,40*CN MLL BECOME F,K; 8111 018 "M5 MUTE �ENOINCER Or REEORD (E,O,R,) 'MR THE PRMC`L AND ALHO 'KILL Br RESPONSIBLE FOR, THE PROPER USE OF THE P,En. ENGANEER Or RECORD, ACTENC AS A DELIR"TOD fNGTHECA TO THE A 3) 4N CARE '�W� 1*40,7 5TIONE. PRFCAS" CONCRETE PANELS, PAVERS, STUCCO OR VOOD BOARDS RE �-OUNO ON THIF P � C 0 ENGINEER, $IVILL. SUBMIT 10 THIS LAF?ER INE OTC SPLCnc, ONAVANCS FOR Rnlm rVMNC WALL OR FLOOR. ANCIAORS SHALL BE ION IXIGH EACH UGH , I; Iff TO 0, , THE NLNN SNIOCTURE BEHIND S . qsr"Sw PANEL E (e) INS RE,& SHALL OEM THE DATE AND ORIDJN& REk AW SiShkTURE OF list P. i - , KA,L � Lts ANCMORAG SPAL A AS VENnONED M A I) AND cl A.Z), ENGINEER H� RECORD THAT PREPARED IT LIT) in-JUN.101fi-I� l�--cl-L-W.1-6,A,.-A�,�4�-f---9.9 - :/A� 0 TAPOOM ANCHORS AS MANUFACIORED 0� 1, I, w sumOff" INCI I4 S�VFPEP MANt-WACTUREWS IASE� 5KQ_L SE LOCATED ON A READILY VISIBLE I OCATION AT STORM PANEL SHVITEr 1-4 ACCORD&NCE eFAI SIE-11011 T709,9 3 O� FLDRW AMONG COPE, ONE LAM - /4, IF 1 71b* GALXIN AN(WITS, AS MARLOFAMIR60. (I' DEWALT INC (MIN. (`­LSOO p­� SHALL BE PMED fCP EVINY OPENING. LAOPAMIG TO COUPILT WITH SECTION s,Dq,S 2 OF ,NF - 1/, '0 . 4, SCITIO-SET ARCMORE� AS 08STRSJTM BY AA_ POINI, 5CREW, SOLT & SPECALI� DO, ILURRIA BUILDING CME J/ - I It#**, 4'_1800 P'.Q S-CIMiCNa WILL ONLY a, =111. 14-10 RANELIBUIT FILMIsf 10 ANQ PANEIVATE PLUS ANC+u)RS. AS IMINVITACTUAto BV ELECT 4ONSTRUGRON I IN 1040ft" OBTAIN PERMOS IN THE STATE A PROMC1% IMN I'tw"71 v�,,) W"Toi 11,40 - 1/4 I IT, TAP-CRIP ANCHORS. AS MANUVACTsIR90 BY TRV-47AGI CORPORATION wl�ffi A 114� f4,, 1p,v_ ,; ­ - ,_/V.14, . I, �_ SLT) M"J"kim EMBECAV410 W TAPION A%Cltok$� rtc/0 PAMEL"IES A%Q Pf TskIT-194P ANCHOR, IRO I"E CoNO, ',­��C� Z­,'�_V,:�� � � 6" FLORIDA BUILDING CODE (PILigh Velocity H., Won. Zone) - ____ ­�_-; f �, � ­1 _____1____­ I I- ­ SLOov Litof s"A&L W I F/�', _$ : I` � .. I.XNA K_. 'K 20 GAGE GALVANIZED STEEL STORM PAREL I,P OIL 4157 1 i """� 9.2, TTALA-HI & SOLID-5ET ANCHORS �MIAV_ K ELASEWCO 1/4' INTO THE COW.RFTE Eil,WK UN7 PC I rRI1 . S — — , f, LONC UlAiMom M I 4 _ - , -, INTO STOCCO SHALL %A PFFMIMM, ��4' ­20 SCREWS USSR SITNI BE I 111� ;;;;��, -_ P"� 1--mil. ,r"itea.. �_, — " GLOBAL PROTECTION PARODUM, LLO, CIQ57�1 AALO I" MINNUR, FOP MOLLS Mr., No P=m , ", T, I - - STA TIMECO... I - , P, T UP I - — NLtA o. �� $.W . ,,"6" r1a ,virm _*1W.Up"" aw-1 ON"C' H, �31� f� -,*,. �W,t,_,v, I, .- Au"', .`,,`ANI_,4,AA, 0,,NNU,_s, ... - INsl­_ '1­ tgm-, — ��'.�__A;w —­ , T, , '_ `­ CA O"Ito - - I _� ]:..-.:-, 1:1_�1!7 00tzt 6., 11 - , 1�11�1:_FMH � =_42- .- �, &R5T_ . _ W - , "' rLMR, - i ,I,6 � 1 - - I RXIAa_ - ZI I �� 1��. I DWIDu LnL","1WEEEPQU1_NQ_1A.#MW 3 6. MATERIIAL CHARACTIERISTMSAND, PECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D,), drawing No. 20-17& 7.,,,,LIMITATIONS AND CONDITIOWD"Y E, 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thrul 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 7.2, Product may 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 poured concrate,,concrete block, and wood "me structures. Product Evaluation Report prepared by Walter A� Tillit, Jr., P.E. (Florida License No. 44167), President of Tilieco, Inc, (Florida CA-0006719). VVATU.L [);� TILT ECO ADMON RECORDS � P. E. REPORT.2b s; GLOBAL PROTECTION PRODUCTS, LLC t 200AGE GALVANIZED 5TELL,,TORM PANELk DRWG*2G--T7Sk REPQ042"710.01 ­­ -1 �A& _Mm� I I I ; 11 - - 11 mm- _ . WALURA. TIL11T, nL, RE� I tilleco@W!'couL MDUCT. YALVA11QN__REE0_RT FLPIT Li_"V� "i6, till-k �­ N.- ORLT, 9 REPORTNO.; 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY! Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME; z4 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: raliatial P I I LLC 48M S,W. 51 Street OBvI Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. 7111it, Jr,, P.S. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method ID of the Florida Department of Business and Professional Regulation. This, product Is being issued an Evaluation Report as described herein, and has , I I I been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is forthe purpose intended atJoast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITT 24-.PRODUCT EVALUATION DOCUMENT (P.E,D,,) Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr,, P.E,; dated 0112W2020. This drawing is an intego�t�'O,&Q,is Evaluation Report. �,P'k , , W;�� 1, - 'K� ­ I � I ­!Ot 1. �' - �;I, IZ-_y-­'t. ,, _,_7,5;� - L _ _ y_ ' �;7Z____� _.� '� , --�n­nj_�---�- �14-4167 I., I - __� AIIPP4�* A,;, � J - .1 , I . In I ­­ - !�--",0-",-!1tORl0, I " I "" 6355NX 36thStre,ei Suite 505, Miami, Florida 33166 - Phone: (305) 871-Nf��4% .C-QMPONENTS FOR REGULAR & LIFE SAFETY STORM PAR= ______1 (SCALE 1/2-11 ­­ - I 11--­ ­ -1 111. ­ -­ � - I- -­­- --- ­-11 � � - - - 15, I es. W,& YOM)� ­ ' - --- � - I I I 11- _1­1­1 � � I ­­ - ­ � 1. - I __ I I., .1 __._� �_ - , - ­ - -,---,-- -- - -­5"Ve �TOTAL e0TN)_ __ -_____,_­1­1, I r � - __ ____ _­_____ __1 __ __ -­ - ­12�50Q, rOTsCCT%T� WMtN)-- -, ----- ­­ --- _ - , - ,------- ! � I I t I ­­­_ - - ! - I ­ 1,3?c - � "', ; I 11 , , __ " _ __ ­ I -1 ___, I � I ­­-­­ ___ I ­ , � - ,4 1/4 . , j �L3!W - � -- 1, "PO, ­ ", 00 I i i I - �1 ,� 1 '150' c ; , - ---I,. ­ , ", �k ___6.2w� _1 11__.______ ­1­­­ e I : ;,,��,'.�w ooe WN, HNICK ,­I�3w-,X " I � I I . I I , - - ­ , 1, �: � -1 -, U1 t- - -+- , -1 I le� !�_� I �_Ar,k '� _�', I I'll '1� " �. - 1 _161,1� 1 � J-�,!'-�,,',' � QALVMQfX STEEL 1�_ , f- - ­ - -;j-k; , , __ 1\ / ow- '11, I � :�6a, 11, � ion- I ­ 1, I PSTM A-M dy . � � eatal Afell 1,41`9 __ �_`, �- Re _ I I "I I IRTE 60 2-w* ,,� 0 � ,1k, .Rsr , __ 11 ,:� CALVANNEL'i .111�1 " . r Wk_ j , I - za?v �Ip� 1 , 2. OPW - *�­ 1 .ED TYP - lem i- EDRE L, _1�0-1, A ----- ---- � - - - . I ­1_____ A"Im �-651 ,Z -A -7 - \ \ GRACE 1-4 mudolm N., / As 1 V711 ."I memsim , - ; W,W I 11-111, I . �! R_63 oky. I EWE , !� \ > 4816 \ / -,I:W. A I " � ,,� � _,T/�,��,, L___� , _1­11T ,I_� ­ - � __1 I - � I 11 - , � - - I - I - � - - �N I - ,-T ",ee-.1 rL, � , I I r . -, ,-.-- ­.3w __ - ____--&2W------------- T SMRM-MEL 4 0D. 2M PANEL ,� , 2,187*, - -- ,--­� - � I -�,_ %. "z " I_ - I, ------ ­­­11-1 - 2.urs� - - _1 I Ns�R ONO JUP ,1 I 11 -- " W/ t� Emr, - �, 1, 15, " 1, ­��, It ­�'. - 1, _"EIO, I - If 11251 1, I I 1 1.2507 im -9, - _� - AW 1 _;� ! - __L_:i__2n_3 --- I I - r-r— -_ 1 /Ir-10, AN_Z()� A217 I.1?5 S&I SUPER, .0043 � "' ,1:IQ - - , W _� ,-n% - , � SIS. Sm � An I , - i 5-S StUD RIMSM ., - 1. - , I,- �' I - _ -� ,,,,�' - I I - "", I , - �m I To r to AN= a I # � � f , o A � i I W r-stow " 11 s � , ­ i . I � 1 2 C. 12 -I/.-- 0 c I Irl I � � I I � -` -"* Ame- 1100 ­ . 7.1 i 4 , 1 6'. 5 1 60- , � __] ! 1 1,5 1 ev, ,� _09-%* , . I . Z 1. >, , " ':-" - !L375- .0ey - 10931 1 , � - Lr ,-,, - ; ­ I I ,��-,k'_', I - r os�: I I , "IB-1,501 ��, 1 2 1;V i � I ,". = em I 1, SM, � , CICT'All, t I I HEM , , WA,�_ � / a P� IvS�r � � � I _ - ,=- ­-, ! I— 'L ­­­­ � .­­ - - _______­"1 — , 1 ,?5, 1�_ - 4 I _1W_ _Iti!7�L`j ,, � __ ,_ _) r I L . i I , I . i __ 1_1_._., ­5 1ssN'­­__­___ ­ ,%-2',-'J , I __,�. , J !n4- R. I I I - -I'Sw* - - _=�_l I §9MEUU0_VDKJ=&L_A , all) - ,:,<� SIT' -A, ­­--ZDQO`-- -- ­ ­2 -- POUNDED CORNEA r ,OW A,04,' 0 E340S Of PANECS , 19, ED UP W1 HEMMED EXE. (�) !e-REAM (�) viffAm (�) AN= (4 ANIAL WM SrUV # AN= WITH (i,L-,S) RUTI&W-019 I __­ - _'_­J VAM � I M DET, I ,/14 4, V14 � — = - r�j � I I I I . � I j � � � I 1 1 ; 1374, .-344' T'Al lop EM - - , - �3741 . _ a "Is -- , � ­ ­­'­­­� - L -- 1 I 2lqo� .. I , __ _ ___ I , V PAN14. f i , � I '-' � __ � . t� ��, ,tn* r __ __ � - TA-I;j�­ t - ..,;"1',_1,.,3_.,y,,_� r , ­ T#-- , --I ­ -f f- - ��i --- 1. * , , "! �5� , 1-14 � 1.4oncel- ', ,I .3� Is � c.", , I _��o­�655 . I TW' I - - 7 , 67 I- F 1=1 1 1 -(- -t � 7 I , ''I � I ­­­ I - 1 I I , - I , I 1 , 1.67 11 -,muo,- � -1 �T`w ­ L - SFASS TM TO , /2-64, � I _jQ"T0%;% I, -.- '390, 1 I.SA�� I_ " - � _4 � ... 1 1 063. I , - ;0531 i %. I 015- \ C NEI � I _,So� I COLN PMEL C.EMAR L�_" . I—— � 1957' � ,'I � :Bii� -` t � K, M." L I L-i__ I 11 '0801 t___ " 1 , � 7.=, 1, ­ -_ -, - - 2,DW'--- - -fT,F.) T KEY ROLE WASHER �� ____� / � - - "' G —, (�) _ora&Q&A"" (4 /a* *r IMM I (?) Rig ellAM I � � i - � IN, 15' 10111G : � [ � I I%Q34I, LM.0 , �­W,4T _(_ GAQ_VANAEG STEEL , I II - K 0A,HMN"Nss , , ,��44'!_ � -11, - _� 'P, ilt, P, T1 e"`�, �, � N� �r_:,, � r I , , , I - ��// - , , , I ­ , - - - - - -,- N"�. � , \ ! / 6 . i ---. I- t.063- /-*r,,', ,EN& -, 11 . y & % � . � I I y'", y \ . 7i5*it, 1 , , -. IS'S, �. �� I , . "' -3 I I . 8 ' 1 Z WI1H_=Q � , - _J ,lf ?__ - �_ , � No, 44167 k - I �� — � 2�7-51 *0 11 - . -*= �� � , . � = !I r I � L== , I C_ -1- I , l *, * . -S = . FLORIDA SuilLOING CODE (High Vokicay HuMcono Zone) 1 _4! t 50' ,-,, I � I , , ,V,_ � . WTE Of ARM XTUNI, W_ �_ . . . . . I � - g- WMAL, " I - I 7- 'L Vb MNG NUT PAH S, 1, I .1 ft C NICKEL � 12- - u5is , — _______nt --- F" 20 GAGE GALVANUrED STEEL STORM DRIPS VV7 _ , _­_2.RDC'­--_� I . � , % io% Al C, cii,.X ­11 __ "SiT �rj " - � - '- __ * KEY 82" . 5P,� -, 'Ftow�_ - ; t�_r- - _�- ' ­171- ­11 I --- I It - - - - M I , rZArl, ".1 111Q jAT _P � ­1 "TiLIREC, -, .­ / 11 ji� \ LLC. 0711111/1's"t GLOBAL PROTECTION PRODUCTS, DOC. * 2*XZ*XIIA* �, flutok �_, iNL4, ' Hoo ". tt STRAIT A1,10ANATIVID,V, USS "No NUL VOUT iii ��� �_�__Glft XN%Q�A".&Pss "M Fl- �I. 20-176 In no - .74M - MRUIA � M, . . (it,QW-MRA FQL (95,I)IM-41797 AUAANWLASMI MONDLINK A000 W/ ADDITIONAL J - - � � OUS ­­ I U, , -FOUSTILL — - � . ., =11,:,%3�rM411A.W= I, . U M ScQ1V_1ATUftVWr - PIC .---.. I UIL ---- - - uii, ; ,-,I - - � ­­­..­_._.1_ - - - _1�,Jll I T`e0QUCI`F`LsAIA�AT10NR8fflXTN0. IM727M 2 I IM.OMMInk— Laroe missile inniasict load tests were performed under SSTD 12-99 standard as pet section 1609.1 �2 of the Florida Building Code. Uniform static loads as per Section 1709.8,3, per A$TM E-330. Test reports prepared byAmarican Testing Lab of South Florida, Report# 0814,01-01 dated 011 1/02 witnessed by William R_ Mehner, P.E., Borlz MorDz, P, E, and Henry Hattern, ' P.E. andReport No. 0219.01-09, dated February 25, 2009, signed anrd seated by Edrnundo Largaespada, P�E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203--as per section -1 609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab of South Florida, Report No. 1 i 23.01-1 0, dated November 23, 2010, signed and seated by Juilio E. Gonzalez, P.E. Tensile test report No, 9CM-19$ by OC Metallurgical, Inc., dated Match 13,2009I signed and seated by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as per QG Metallurgical Report No. I i 31 8, dated Decombe'r 1 j 2010signed and Sealed by Jerry Jaclofano, P.E, as per ASTM E-8. 2AJ5TRUCT19AtAKNQWE911�1NQC � �NS-, On 24 Gage Galvanized Steel Storm Panel -for maximum panel length Vs, design wind load, aswell as maximum anchor spacing vs. desigin'wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12flB/10 and 08/27/13 (for this revlsiun�, signed and Sealed by Walter A Tillit, Jr., P.E. aJffla6LLEJMPA_C_T �RESI MIANCE; Large missile Impact undersection 16.09,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. A.-W-1 N 0 I Q AD S_ R E 6 M I A NC -1 � - 24 Gage Galvanized Steel Storm Panel has been verified to sustain wirld pressures, Maximum patrief length shall be at indicated on sheets 3, 9, 10, 1 1, I 12and 17 of 18 of Product Evaluation Document (P.E,D.), drawing Nso� 20-175� Maximum Anchor Spacing shall be asindioated on sheets 5, 9, 10, I 1, 1-� thrul 16 and 1 8 of 18, of Product Evaluation Document �P,E.D.), drawing No. 20-175, 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work 4 anon -porous storm shvItar assembly, as per SSTID 12-99 Standard. � NX., XtAVIIIIII11% ,f� A, �IZ4 % � , , I'll"', �Flll% __ M`0,0, -, E - P s , .? �g-,` )�G Ns,4.'%.,,, ,, -7. __ , ' _ ! _'� �_- _/ = " I,444 &7 *� I= ,;�Vzl 7'-� �,�trj * :*'2 � = I . ,�, / S %, S E F .1., I, - I I . IS , I ..... RI "�-' ­­.' #1 l0% I I I P1101101='EVALUATI-0A RXPORX"- 204 J7" 3 !.JNSTALLATION- Installation shall be performed strictfy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175- Minimum separation to glass ahall be as indicated on ,sheets 3, 6, 13, 14, 1 6, I 6 and I 8 of I 8, of Prod uct Evaluation Document (P.E.D.), "wing No. 20-175. r iAND SPEC >-.-MATERIAL L4ARACTERWnC-SAND—SPECIFICATIONSI� Shall ba strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of,Product Evaluation Document (P.E.D,), drawing No. 20-i 75. Ancho r specifications sha I I be as indicated o IT sheet I of I 8, of Prod uct Evaluabon Document (P,E.D.), drawing No. 20-175. 7-WMIT-ATION 0 DITIQNS Of�_USE: 6_�� — 7.1. $hall 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.), drawling No. 20-175 prepared by Tiltesco. fnr,. and signed and seated by Walter A. Tillit, Jr,, RE 9012. - TZ Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES %_ . as ciefined'on section 1620.2 of the Florida Building Code, EWJ 7.3. Product shall only be installed into poured concrete, concrete block, and - 91 wo- wood,frame structures,. _-J Product Evaluation Report Prepared by Walter A, Tillit, Jr., P,E. (Florida License 1___1) No. 44167), President of Tilteco, Inc. (Florida CA-000671 9). -.1% WAnd D_-� TIL:TE,Qd IAO CIN RECORDS �,?� E. F(EPQRT,2C GALVANIZEO Xil,_ 87ORM PANEL 10RIV3#20-175 � 1/4, 2/4. 3/4� 4/4, 5/5, 7/5, +IW/10. 2,W/10, SW/10. 4W/10T 6/5 SW/110� 6W/11 & 7W/li _,� MAX AKHM� FOR CONCRE7TE SEE SCHEDULE ON SHtM R & 9 a* MAX 4� -----. _,_____ ------- - --- - --- - I Msk 1 REP WOOD SEE SECTIONS ON S11ECrS TO & 11 1' Nift __ __. _. --I ,t�� , — __ 0 �' " 0 — - a 7 -7--= , -, ______,__,__ __1 I -11,11-11, - ___ ­ ____1_____�_ _1­1 ---- ­T_ I D.Itl (�) & I - ; 7 I L � I � � T ; I , , - - -,-,--I- -----T - I I I I � I I I � ; "' � ' � ,I I I � I � � � , , "_ f !-Y­-- - - � 11 * 7- , ! I i i � � 04- . 04-@,�K I � I I I I I i � 1(�) I i i i / I i 1 i I I � I �1 I � � i I I i f 1 i I I I ! � I � I o I I 9 i i I I � i i 1 1 � I t I I ii ! 1 1 � i i � �, � � i I I ! i 1 1 1 1 1 1 I � 1 I � � i I I , � I i I I � I JL If I i I i � � I I ! � . I i i I I � , i i I I I I 1, I ! I I I I I " �� i � I . , 1 I I I , 1 I I I � I 1 0 I- � 1� � 1 I - � X - , I --- _ �_ ."d_ � - I . ___.,___L,1__ __�, I __ _ __ 1 - __ - TX 1- _., _1 --.' i .----I -­ -1 _�_ - i- J - - .1 I t , 1 6 I ­`X � -, -, ; - .1 r- , -T, ! I 1r__ -1, -,-,I- '-' 11 ,__T­1___T 11 7 -I-- - ­� 'I- -'�­ - -, T-- I --- : . t' � � r I , I I I i - _"_1_+__1 ; — --I- , I I I l � I i 1 5 - I f i I, ,� 11 i I , , I , � � 4 I , T � 1 -4 � i � ­_ I I I , _ ­ � � ; I i i i r - �- - -, _1 I i__ t I , I Al- I .- - I - I � 1 1 1 ,4 � I I � T, 4' � I I . Aor I � L� , "As ------ � 1 ,!__F� ­i I I � , I I i . I J) r i , I 0 I - ,­ ,� i , Z I I W i , , i i I - ? i I i i I 1 � i f I 1 I r � " " I i I v i � l I � 1 1 1 i I i 4 , I .1 - - � � i � I � i­ I � i - ,� t I � � i F-A I � i i � I � - BOLTED PiNES-WI i/4*_-2_0s,_1'_ - - I I UNWOED PANELS � � ­ , I I I i ­�j I I ! I I 1 , 1 1 � 1 i ,I j��S. M& SOLT W/ 7/8 .3/37 : (SEE ONS AS I � I i � I , - - ;1 I I I � I z � � i � ; � WINGxUTS 0 Ek OVERILAIP I ,; - � I � sl� I I L I I I i I i f � I I 1 (SEE SECTIONS IS APPLLGAELL�) : . I I � f � � i � � I , 1 "I � I i 1 , 1 i � " � s � � i 9 _,_L_A____1 _!,_ , "11 �,A_ �i_ I ­111-1-i_ IL t 'I -_ li ___ 1-_ _� "'1_ �_ "L. - _1_ � -_ "_ J A ! I ­ , . __ - -1- I -A, _­1 ,�, � � I , - , --,-- T_ , � j I �J I r-,- I I I ,,-,- ­_ r 'I-,- -- , - -q, I- - 'T__ I ---- I- __F_ r- � I , I - - , 0 1 � I . f I . I � I I I ` ! I 1 ! . t I i t I I ro I i � � I I r I I I I I i i i . � "" " ; , � I I � 1 1 1 i I ! i " , I I I i I � i I I i � f 1 1 � I L I i ! I I , � � � i 1 , I I A, r I, f I � : 1 1 I i 1 � i I I I ,,, ,,� I � 1 1 I � , I ! I L , I I I i I ,I I I � � . � i I � i i � I I I i I � I . I i ! i � I i 1, , � I � I I � , i , it i I � � 1 i f , l,--,- , � � , i , 1 J , I ; (9 � -A - - , � - I -­ ,-I ! .. 4f __,_1_ - ­ - __ --- , , - ", I o.M,@,@4)- I =44ft.40. ,N_�,, I It a [ 9 � I � -, I I —1 : C LOI 1W & , I 'el , __ __ _ - _,_ 6, I , , I,W� �., & 105 � (D- @ � 06. � I I �__�� = __3: MAX " __� 1/4, ?/4. 3/4. 4/4� 5/5. 7/5, - - -, I MIN, 1 L101 T:�./,= 7 IW/10, 2W/10, 3W/10, 4w/io, _5 ; 1 sw/10, sw/I I & 7W/I 1 �__. _________ ___AN:Hm� rom CONCRETE sil scLsEGvLE ON SHEETS a & A - - - '_ - ' - FOP WOOD SU SPOONS ON SHEETS 10 * I I 11�1\ E1.5 QN I WLS� ,". I/*' M.. 90 I ' Oft DAYRUNP -1 VINULIC VWXY) ­_____ -1 f ___ - � � - I- � 7,4117-77—`-'s7t "Ll,10" I . I �,�:� , MM. GAP - On-11 . NX, ,� �, _.. + I V 11-o, I � ". 1 ,$,� V -.- - - E . , I ,�� . � FLORIDA BUILDING CODE (HIgh Voibelir Hu 'cons Zone) f__� ifi�!-` � I . enoe'Ance, .1 . � 20 GAGE ONLVANIZED STEEL STORM PANEL I DMOIN W� � Z I IR ___ '*E I —, - T_--�_�____- - -_ — \ GLOBAL I --.r SECTION A-M. *'. I _�,__ E 15�,_:L "� I PROTECTION PRODUCTS, LLC. NTISI � �,,, I , o 11L �ECO�-*-. \ 4W 54. t, SAW 1-- I � � 'p, , --,O"- OR% �- � - � ---- I I Wr Fs. =. �'. .. =44 .VW=M4".4iZP1.1N.y R� CWM&1-7ft*� PANT (AARKNI-NIT, � 20-176 - _ �'. %, V�� . ..... _ N, - / __ 11 ­MNI1­fNsP_-_T _ VRAIW4 - I - - , i i i: �; iii 1:: . - — — - . 1 UnAm- ,�_INNNF,,. � q,. I W,A�rm . V,.1 RIT I 100 I, � - - -, UM WE 9 - - ___ _______1;�__..4_;_A_ _.i_ I .4-0 0) (3) C_ f -0 — CU > C) (3) C- 4. 0 -0-4 -1 a) L_ (2) (3) I- 0- C- = 0 _0 0 16- C 0) co , C) -10 a) -4., a- (J) - a) -4- = Q) =3 -0 � M Q 0 -M -0 , - C/) -0 q 0 = C = (1) M = ;.J - 0 N M U_ � 0 - M > . Ln Cn -0 a) E " a) a %_ 0 0_ !E � ccnu -0 'f�? = .— M -I.- Cf) 0- < I ,�") = 0 = "O *= W :a :�. L" P _= =- F_ = L; C15 .E M tj V14 ��< 1=1 = ;�,_, _.; = W_ .!2 M = an '= C-4 on = CC ..X W C� � = a) -J� 5: - W =- = -� F- .= " C3 -2 1�1 . - CC_ Z, IV - 3: " - :_ 15-: i I -, - � - �Irl M - �_ f = r= 2 " .- .2 S ­ W mi - ­­­­­ - � I I — - IN51ALLATION-PUAILS FOR REGULAR PANELSCIL-k�% 20-GA%MM-WALI-FM-LNUMLO%LLN-MMW-Q%PM INSTALLATION DETAILS FOR REGULAR PANELS11) & J_A INTO EXISTING POURED CQNCRETE OR LQNCREIE-61D-C,-Y�,--$j-RVSjMBIS- OM OR WOW 1&$TAU.9ION DETAILa_fQ&_MU1LAR PANELSot-" i PEWLE ID. �,,9,1 =1MNsV`,1 I5.X, -Z I ililila, '', 1, 1@1(�� I INTO EXISTING.,11FLINRED C 001CRIM ANCHORS k , I 10=,V�M,=a W-014c, CONORM ANCINAS � , ./ -,- Y4&&LKAAA&_Uff_SWE1Y AND E _: N!'' INIQJ-XAgLNk-EDUIFD--QDN-CR&IE-Q&-o-t4S'RET-E- ja'QQK'L STRUCTUREJ - I I iSm .�Kftx ON , ,� "?TlY , . I ­_ AACRDRSI� FOR CONCRETE SEE SCHEDULE ON SHEET 9 Im - , _1­111-1 . 1. . _ � - I I I ­ I ­--i cum , OR � P1 SCOMAX ON $her, . � - SHEEPII S THROUGH i ,­I�4'- I -, I -, , P� I , FOR WOOD SITE SECTIONS ON wo t2 SIIK�am ,Kww, 1) , �__T NO= TIONOM" 0010M f � � MJ`,. '___rR GCOONORMORCCO -----,6 ONI 3' Nsiv 767' 1 (= $0,10VUL OR , 114� ", - , - I - IX 3 , 3' M­1 Cn COMIRETT AMcHORS SNWS g HOMUIPIR) ,�­­_Y.O.­­ CONCRETE 1 --,� ---T-1­-­--­ ­­ ---'-----, I � r'BOBIRER I MVAEC � PEVIRES t. ,,,, (SM StNtLImtE 0---I -, NET, �= , � .MNe, . 1* 0, I � IW QAR1A%.1�t&K)UI VALL!Cf� I - !!I, ___ I � SCHOXAr INI � CONCRi1f ANCHORS, � - , � - ",---( ,--­-(sCy c � _,= -on , " -1 I- . I � 7 " 7r, - �.Al EXISTINIC POURED , � � �' ,)2- MAIN, -1--i \ "'PS'S 1 ­(�) C � ­ COWASTE, 011"ORE _= W17 SsIEVM 0 THROWN 0) , "'; ? SCSTING, SHcre, S THROIM S) 601 - I V�.#"� .. I I (D � ��. I- _ 111 , aa , _Vq1.1." -LM - � -_ - ­"'i I � I ocr SCHEDULE ON � I ON I � D.M. I i 7 1 __J_L � I COW -1 , F0PL"4r -A �� ED ,- -,,' I _ -, MI, ­ �Rklt RECI)IRED1 � '1� W , aM,OUREF, ,4_�% �._l � ­ , -1- I I V,W V) � SPW 4) � SHUT 9) I I CONCRET L I "", __4 , �B , C4� 01, i I � -_W1 ---"-I - L J J " -. - - 'M : 11 �r I ,.,.,',,) ___��,, KY2_. -IT . p _,­ I �� i � � I � --- 7� WV` " �� ft, g, I ; - , I I � 11�11 I I � I i tIr � �i� � I f;41�1 � ! � _l � V.. ! � ­A-0 I - I i.. ;5� ,.­',YLA� i _\� I � - I � 1%�' �: ­E_ it .. - o,,`� _( �L M.M� � I t I I AW �;; 0 (D I I i _J "., 1 �­' , , P. ___71�1 frouft-01 I 1`1�- � ­1 i /__`, 'e-o, -V I � , � � � -) I \��; ­­­­ L i i �0]1 I � i I 14 I � , , m, ,,,, I � i I 1;�1111 I . , ­_� --'-' ' I , , � ill � , , , �L Ll � � Ill ­t � i ­�, � — - ­1 L I ! � � � 2 � '' � __� IV., ��'�' ­­-.1-1 ­ I- N,(V � i X, ; i � —,r2 " . --�r�� f I ! . 11 I -C 1� " - , I -, 4 _77-7" _' �_- -i � � , i �4� � ,, ! !L"', 91, .I - � �,,�: ­� 144�= , 1j, � i I I , � "� `�� i J) -1 ,1­1 (V TE-Z-7N , � _;1 ; I , , ; � I -�K"",�,,�,,-,"" I . I , _1 %_/1 -_ �' I I , I � , I SRI, � EXISts"; '091101, SO I 9 � _i� _��� - ,� " � 1 � � : 1�' � , I ; ; � � � I � , I I i I : �,� 6, A ' EBL _",l� - L I I �1. I � I ; I � i , I I E I , � I e �T : All 1 i i ", i 1 +-i I - ,� � , i I I W L, I !K .X U7i�El " v , , I I L i I -It :�, , � I - 1��,' -,—I ---------­ — i I , __] " Is 77 W �, , C�- - � I I -a � c � ; , ,-, � I I . I z I I I ­ � � I REWPLO : ., ! 2 - I BNA - J I I 5 - 1 1 � lif I � W"'n. ,f- I - I I - - 1 I I i I � � � , � , Z of V - _ , , , I , f I L A I i � � � j I A I � � 7 � � "i i , � , I : ; I , . � z k � I I I � ______ - - "�­ __ ----I;- s � �� - ,, , _ __ __­_ _ '�'­" L� 1­­11 - I I , , a V C� � � 11 � I � ­_ ��.� 1 � I el�. -i � X _W� I "- I -, �- I CID i i , , , � ,,, ,� MAX T � COALCOM REOU'Rza� � �,-,' - ! ;�� - I 11 I I i "'SHNG Poo""'� ­'i'L+-­­�, 1'1,'�` - I I , at � mm'Imin;v- I I A - - � � -� ,,,, - - ,J_� --- � , I- __� - _! , _,� : i �� , M I _ i , ­- � �r -�� k�� -, 1, i � _1111441" I` �`1111 R ) cohrilm mock : - ,�_ - I � I � 3 �,,, � 1 --(,3 � R - I , � i � Y �6 - i i � -a. A I WOUIRED. I , � � , �­ T-i I P . I i I I ­�_ 'I,' � -,�� . , , 7 7 , �� I I , - ai � i 6 �z 11 1_%I,,_� 1 r4my WW . - I L - - I - ! I � � I � � . I � 4 � ­ 1� ... - rJ ," I ,, ��_, - _ I � ni X 1 _'__'LL_` " ... 'I, UI Ww. -& I- . , - , - i i UNIT SMIMM. I — 3 _, ,,,, ! I "I �, � ; � , , . ZOO " I I r f �J,Mlw I 1, I ,� I/- IT. Ile 01C t! __Z, _J �, ,�,,,,�,,,, : i I K.% ADLIS */ � � I ICU , o!W-Li_ i i .1 I . i � : � _',�--- - it � � =,w. I.-F­1 _�� i � ­_ � , ,;���Z i � 1U110,11 I - i i 9 � I [ Id. I 6 I i !.3 i msh,� 01-W I-W.r !��-,, S." - � i I s I I � , , h;�i W. am- " � � : �li ,,- -, '�, , 1 7 I I I ! . I 4 I i . I � � I * -1 - I -IT � I � � _�'� , � j, I � � 4- ! 1 RL JUIM ; � ; 1-11 I " ­­­­­­L­_11_ ­­ --- � � I'll , s � ! L � ' ' __ = > I I I - 11 11 I I-, ­�'�-,'_=-, i�"__ _1 `A_ � 1 I i;� I .*��Rbs, TP I I , N " , , , , 1, I _,�_ 1 � , V_ Im , , �j � ,-Ut*� I lil� � I - , � s � � I � I I I I i I` � I I � , I I "I p �!" ,J I., !7, - -, I , � F- I =A - ! � �� =`V; Z I I I I I L + . I I � I , , ig , , ­_ ,T­ . I I � l . b � I : � � ! : � � I Nff-a-A I - , , V ___T r SCALE 4/16.1- r =41"' , I Aig I - - T , � I 0 -,�M"' 1 �_�_ I 9 I I ­ % = a PI ­^ I f I, 11) I - .,� IF t �� 22@L__I i I �, I I I *­ L_ I � � 4 ,,, � f- i I I I �- � ­­ i- -_ � . I I , I I TV � ,,',,-, T - � 1-0 4� i I � ,-I, L i j4--k N'W t, - "SE a (ELAM 'sit i � 1 l2i - : i ; I - � - I .---,, - I I I � a . ,I ( il L_ � 11 11 i - __ - ,_ I ag ��� � _1 z � � � � I- - " I I 1, ___ _." "I e. =1_1_� I V ONITq , � 9 � - ---- -- _ - W -1 , - � � : �I_ "I * �'i � I _� i "', -11, .1 I I -Lj , i I om - I i � ­ I - I 1,�, - , ��i �, - J I IS _ � - i GOT, 1 1 I W 111.11 ,� I 0 � I i �Jsn I �� � � I - , , WICTON IT CIA, ,r 41 ; - , " ­ _ , 11 � - i _l:D t i � ff � - I I I - - --T'L-' 11 ",- . ., �, ��xir 1 -I , 1 " 1W.1; 1.1-V _*� = O' L il;�__�nx',-'�'­', , 1'� --o 'll I I - 11 -, - - , """' - - -- ' ' -',�, �' � i ! � � ! � � , J � GE *V IV, 'L I = 1py!`�, I - I I i § F �J . . .siv a I j ! " M � i � � � � � � � � 0- i 9 i § I 1 1 � - __ t "I'll ,� � a I sz­vm';�� " � !I d It ­� . I � . i� 1 (i,� � J . . � � � n',` 4 1 -I,I =71AX I 11� I. f � 3 I I -M =!I- Q�;� � *� - ',"- 15 ti ... ...... ­­J gg'nn-� --- �1_,____ ­ � --- ­i I� I : s , , � � � I z I i I I � I - i � ON V'wt . - 11 _ ci� T-6�� RE 1 1 1� � � L I � � 0- �- _- -/f-,�7,71,',.- It � � I _,� . I - I ,� d I Wal".1r,"�, I 9 t � ; : I , 1 , , � , I i � � � � � : � � ; � i � - 7 � I .,. _= , I I L r I _� _ ,� I d I I I ;O~ y � I � 1 1 � I � �� _' 1 16 I i I ,UR (D � I 19 I--- - . I � � I � k I L�� I . - ; I&- - - . � � I 11 .1 I'll-, ­; L I � I T I � i I � � I i 1- 7 � � f I � I N ," ­� 1=-."-;­ I : � � I � 1 3 � � , I � , �3. , f, I ,,, - ___+-._, ijr -.-_- I . I L , ; , i � L Cn I � � ­ � : . � "­­­­---- -[ "� � - Ili F­ - ­­­ L ....... - I I , � I , � � I I d 77�77 -1 t -- -_ ___­ L - - ----- , 0� I ____ � "', 11 i MW 0 S I ! _1_1;.LF. I Us j,_­ -- ­­­ --r-L-�t-_7 M �!��­-_­ I I � "; f 1 1 r,�', � �_ 1 - "',, - �, * . : � , ... � �_ _ L i � IV'. . I'�, ig I I � I -='. 4 g-�-,�-j- - I- .9 < .1 = ; ,,,� 41ll�. f �-,;,!-,�;�­�,,-�-,�� " I ,=.-. — I _1% _/ I 11 � i� . I ; § �� ' ' I 111-1 .... 1-111-, . - i --71- i, I 1 i �, I NiSP -a 3 E-D ," , � ��-� -it- I � ' ­7 'P 4 , L A, - I '_ 4­­ _. ",STq4 Pouspqq, ED, LCRSTNG POURED ELI _ L__( , 77 , - I � I �. 1P U, 77' i 3 f"U" I i ; I R +� --,,& CONCRETE OR ; ,_,� -- " ;;-;;i;.;o- I I , 1, I ­­­-) ....... . ,2 � � I '1-0--­ I I I 4­0 , � I I W�'Nln 4 � t, I- _ & � I " I �,_ 4 � � , . - l _,_ , _ I co"cortE OR , 1�� X I __1__L__.__ _ , - ! "': __ . _T_ L" i 11 - I I J I . I 1, 11 $4 wfq W/a $ 4"', � !��, , �: : =A I I i - � , CONCRETE SLOCIT I I =1111M1PV_ 1�� - CONCREM BLOCI, � I I 1, I X;P_ I ��' , , : = � n-i I � ­ "­0 In 0 I � -� ,, I 1" * �, , _'I � I �' I wx : I I R&OLAkED ,2 'A* St. I I, -1 REQUIRED E'a ,,,�� I ; , : f I I _7 H-W I 1 - 1 OF IV =­1 4 W 4WIL UK � 0 1 �, COWAUF RLDCK .q F -.1I I � � , , l� � I � � � I I. ,,,, I S� ""' "P1111-1 1-1--', I L - I * I E'D - I � - (P - I'M, I AM L � , ,,,� � � I P "L* ANCKORSI� FOR CONCHIMS SEE SCHEDULE ON STIM # =3 �f�­­­� � ,�, � � ,'A, � ­_ - -1 _ -, ___ , vy�7S EXISTING POLMED - , , , -1 It, : CAPIAN) ­ 1 I . a I ,�L 1 115", JLEF_;;,L JR I A I _c --W,� CONCRETE :X, � , �, I L ?� IW--" - I I (D REWRED, I ,�, , , mr== , " i I ­ %'W" " �,� - ! EXISONG ­ I I ,,-�,, -4, -- 1-i CONCRETE , � �� � I TM POORR-1 1'�� 1 §C" 3/1 SP " CASE Q �PIAN) 1�, 11, _1 - I . , I I I : � - i I FOR WOOD SEE SECTIONS ON SHUT 12 , I'L ­ ,�W, , - __ CONORDIPOUP"' ; I a ; e 1-11. A � M .1 REWIRED � I gNORM (A : �:�-� � � I 4 ,,, �� . - c �, I � 5 , ­0 L _31."�_ 1, . - , ,� , - - ,� i i -2, I : I � , I . z, �, s ,4 I � ­ I_ ___ _,", SrAtx Aflo-il i �' 7ArWAPr � - �"' I ��, 113 4 I �%, I - REWIRED, ­ � , ,,, / - "_20 M I Coht*m RUDIN I i tp .'T, ; � "NO � 1 E i : zp -, � i : C zDn"ClE AKNUIM , I L.­S", - ,�� No "Re"I conoem ANOIW � 4, P �,,�� � - 4 IS -='. F-1 � REQUIRED - � I . , & L_"Fr � I ,_ _O ,,� I I � " � L � . � �� �,, _` - g , - C4) Y, MFUU1, , - . . Tsn . *ONV� AROAft I lx�! T �,�� 11 .M. � ! i I � I , - - ­ , � . I I I _ - � � � I L I THROUGH 0) ,' 4) SHECTS IS THRW.- 0) GAIX-M 93 , ", I I ; 11 I � I � � � � .L 11:11: ..... ,� : ;1�11­�� I'll �� - I 1 1/4, WUL CAP " " I I 111- 1- I 111 , I I (W SOEDUIE Cft 1\� - ruissa ILL '49 ,Zqaft, -0', I _�_ 1, 1 Im ,4rN&,,*. )WAM= 1 ­­ , __LJ ------ � _ I__J � � I Q 5;�;Dz 't��' - ­ ___1.__A_____11_,__,_ _ ,I ­ - . 4.100 "I SHEETS IT 111ROIX. a) , � � I (�) � I ,,, OM , ; -.%,-=- =Ie) " . ", i Lr�z I &_ -1 KMW I -i I'll i , . ="&X`W"L2MW_j D.11 0. L - ", � Ll I 4) __ -, (D - W'.., __ ", � , , SHEETS a =3.= PLUS ON a TAP­014 I L-'- I 11 I ,_ , I I .11 I *1 LIE i . S/�119��� -sr- 0 ISEE MILSIC ON ; � � : , 2.67' 1 __ OuNnNa KIIATE BUILD OUT MQUIVINQ - - - - - - I I ", �,B, I I -'-' 'L­1 (NiN -1kAR.:Lt,"W -) !A '16 a- - = __,_ ],`�"' -- - I Lci � �!,T`,_., _ " � . I I I I M w1f, ,,� `T.L 2� I ; � - J i f i -, AT IRIECIS; 0 THIMM to ­ 1, ,�� LC.Es �� � I -I M 4 : , ;,-.14'­2WD/4' S,S, BRIT � 'I" I , sE - i , M I - i . i _ , ( , ialW� AM WAL4 MOU'D ­ BUILD I -_ LL , ) I CIO ELOOR-M m ., I � � 11 L__ ,- __ _ -,--- - ____ ____ __ , 5LCUQ"5_ � i � Wjr7/8`L3,-2- WNS NLN � - g _ _= � �_l - � �_ � _ _ � ,_��4�.. *" .) 0 1 - 7771�r!7 � : ,;, 4 -1. ,,, CONCRIFTE NsCNM ,� _ __ _ __ _ -, - , NAL"r VAIM Ed T I. ", -j" A 1 0 , *_ \���_ - --- - --,-- , I _ SCALE 3/8-1, SCALE 318-" SCALE 3/6-1* �E%,� SCALE 3/8.11 - �,/_ I - PANCL RIVAL. I K101- oT,- . "I,- / "-I 0.4 I. � � I � . - =SZRDLsLf 03 �� ­­ 1­ L i ) /4' WA, TOP t - ". L ' L ­ I _­1 ­1 - J ­ ­ ­ __ 7 I __ - *'==v � S,MM-TE ANCILM STIVICIFINas ODNCRM 04NORS i I -111 L) (D R`P F ES . i,T .� tez OWMICE AN 00. - oft..-w ­1 I � ­­ RULE WNSOLLIE OR � ;__ I EA � ­R10426RCEMW * NEW I' WIDE � WFITE Em, iG0 VMS (SEC 5efftuut ON I - �SFZ SCKEDBLE ON I --c is"Fa a) SIOU 2) � -,=- *-A 4 � . I : D00 I LIE" � W OR U) . THICK muo, rusar ON u` - J-- L T , G1 = OR ! . M-MAI I 1, ­i�_, !(:,-_____] � 1- � '�_._ I WPON5, S3=01 P1 WOOD PLATE SPADEP I 11 SHEETS 8 & 4) I 11 - I SCALE 3/16-t" 1, __� I � �,I,P M 1) SEE ON - ­ REQUIRED SCA.E 3/3r�l" - mom , 1400D BVID __= = �R=P_ - I I i SH a .) I 1 F= 09L ICU I I .1 "I I ,T�,�1 I 1-1 REQUIRED " I � '�, L REQUIRED " � * NEW i"MOE . VARES, , �/a' , � � i 6 - - I � ( DI kilON: I ( I ' � J _�t MM OF =TJONS, ",", .1^1 hd".t^ i I I r I AWN, TUBE OR I' � VARIES '�� I- AU-1110911M ..­ � (n li , Al M I 0N"1Q&.QE_aC0M1 k I P T WOOD, PLATE SPAM- ' : : I I 11 I .1 I .- ­ " ' , , Nor%,_� - `bITIMID TRACK "'___ � i TOP & BOTTOM MOUNDNICS CAN BE � " 6 1 ' I , : ___`I 2" .I .� co.cpm ANO"Im 4"'� 1 COMBINED IN ANY WAY TO SUFT ANY CASE-LIMAK #, � 2112 ,,, �. TOP & acITOM MOUNILKCS CAN BE " ." X � _ I 1 9 E WIt "'INIL111001s , I � 7,11 .-L-I INVA11ATION- ­ SCALE 3116-11 S,,, I - " I _­______1­ Vl_, � WALt 3/4-11 i 4 9 L r"'B"'. COM89NM IN ANY WAY TO $Qfr ANY �, � I Ir O.N .;, ­ r-1, � -FACK GsP,t. ._ " PIL�,*J;NIA ULI J t��Aj 4e,-�tfk A I " � ,,�� -�, L , . IN kILL41leN I 11 .Me""" 1 =3 � __, %.�� 14 -1 ', -A � � . �� � !Q11 i ..... .. 14V`,_J_C­ �� il -,,I _/,-� X e�ep % , � � � & AM &I �., A, z - t C=: i , I , ,:Z�,­,�', , L . .�fPl'-,. l6t�,_!!4, !" ��,--�ll-��,�ll,�l'i�����-�I'l��- , ,_ � I I 11� - % 1� , , - .- � S FLORIDA BUILDING CODE (High Velocity Murricany; Zone) 5; 11�, SHK POLRP � , Qt'­ ...... �, -��-A BUILDING CODE ("Tah velootiffy *114 Zone) . I J9 .. -,Cl '. SXI , I UK RPuIo, Lear'ss . IF FLORIDA -, , , ,- ��"* CEN "'��" I ­ n_�= ! , - ,=.i I -�,, I � , , I � If I , l 11 !! ,��, 1, =J � � , I )t i , I I MISITNO POURED I f Is FLORIDA BUILDING CODE (11119b Vidocrit, hurricane Zone) ---==WNTs" 4."." _--­ OR - _-_.___-_! , V - - -_ ­tr _', - I ,a -1 - - ---.-I-,--- ____ - �R 4 A____-________________ 01I, .1M`W '"N' III K , � . - !_ _­_ ___ ___ � == T4TQCo %T1 MMKI 1 1/2' K­ BULK OR OR" IsMH A,IWO WPM W_ ", oxasI Tom. �W_ COWRCIT - � "', f �� � cmigy - I- Ise S:C-RETF MOON 1�1"i I ' , < ��_­­Ej'­­_­­'­ ­ I I 1. I RIEWHECII , VRC IR , -z- ,ir; * � i 1 20 (;AGE GALVANIM STEEL STORM PANEL I 'PL W III,= - * 9) D, W., WWRJID� I AMC" "Dow. = �� No 44167 '�� 1 20 "RE 0ALVANL`ZE0 STEEL STORM PANEL DRAW ay, r �� I a � -� 20 GAGE GALVANIZED STEEL STORM PANEL 0H 1, = ,� , '*� L UPON W =*- . � <7-'-r-_ ' \ OLOSIAL PROTECT __ -Z-0/an Z IN . ---'- , I . �� . __ __ zoom X=X = � 1*` e,_,fi;*,P�.-_ � - - sn/es,,�SQO - *L * _�__ , I I b It LN � GLOBAL PROTECTION PRODUCTS, U.C. I,, -_ � . \ .W"15, STREET I 1��, - -)6.' ATE - � ,� xio� - Aif5�___ L'O. ­11- ON PROOUM, LLC. IN. TOP & SOMM MWN71NGS CAN 9F 'It- I 1­ -1 - -11 - , 0 0"O s - I-,.-,-- -_ It If L INE C. Omt� COMBINED IN ANY WAY To SUff ANY �, I -, , ;--. - -,-- - IL S-IMTS 4 TRINIU0. 59 SO." ­ I-, LORAL PROTECTION PRODUCM LLC. "s"UHM' SCALE 3/8-1- - � � 9N. As YNEFT tj It 1� 4"L A_ 3114 S�T 10, , ,31M. - - "' "t ;&-, g ____ go "AW, ML FNSrAU W Z I ';g _!t Z co-PANY I P�� BMANIO-Isk6, F3A`E, On"90"t-win' _. AW Sul 51 VRW - -I, flurr Cott Tof Tenvio It iNowitioud, OR,~ CEILINQ A No". unlu " 'N'RI , Va ,;.�,, . 0 Z PIT - AM 20-1176 __ ;n0_11_._', - o - , _ . - ..... I �� M. 20-176 _. Oo,1Neo­7`i"61 NX O"J"ARM-11n, 20-176 - � 04jt -I - __ sUL ss� �)!r= 'N MI. , =,� MI. P"ofn 0"IU111-7"o r1w, ("ORN!"A­15'ef , 85�tUM '9101M 4 1,05" "I J , .,­ - AH tasswe PR , SCA'S 3/0-t- `1h IAL �1-1� WIL _9=� -I'; 'y ! 4 -i - LAM '-- .,,-::­ < IE - _T ,_,2W0-_:-T.= 1, __� "POsouir ;::: � W, � ,'I , .&TIN I - ---4-i —_ i �. !'; nsoylsm. 111114,14HIMM.N.- W"WE �,rfn �'Iuxr 4�lw � ff! ---- !!!!t!t - I _L '!� , , - , " __ � - ��___ - UIL.OI LV, I .NI7 -ZLE: �­ - ��_ n 10WHI _7 !� �l!� ! .___T___T____._r ---------- F __ '5� I .-...,.--. ."AUR,"li - i 7 NA1;:V,V Agwone,TwE CA'. -4- , , At I MATURE,"DIX cl . � - �N t 1 �%--- _ e�_ � _, �,� ,_ i I- - - I , I " - OWWAis'"fts __1 - it LiNn�_± r � :! T I ".. Pt ! 4*� i , , ,X �r I-- I'm .�� __A_11�� I _ ____ __ , � � 11 �_ I - �E =-- I L I I I SHEET NO. SH 1.0. — I,m ottTom I� ,, . I Om 9w. WALL AND FLOOR MOUNTING INSTALLATIOR-EP-R- ,=n womm AwRo"Is o, Ila Mp-wll , I w.1mv Amp`atm (m 5PA.tax 0, �, s 4) �, ----,, :: - -T �- 11, � ,1­6 I ------- -- Vjjl -ANE-11 ��J— s-m a * $4 ---I, I T I I I ­. I , I . , vI./r..,;,Ipw I I � � - , � ,,, �11 , , % , I'll, . mn 'A --- .- --- v - --- - -�-- ­ - � -- --- - - - ­-T - , � 1�-�si 1 7 � I — --J----j =,ar, � ... - r "I , 1, , 1-f am, Yet( t--- - I.— -W�=.Ir-e I I � I 1 '77-1-11- 1 1 ", I I � 1 , , I" --i --ril somman "--e! I L `�;-�9"w*mnao) Fill I ��' , I �� I I mu I r 0 i pro, --in. , I I ; � �, I , ��-- [ I ;�, : 1. , , Lj I - � . " t, 1 - - t I . . . . . . I -1-LA -1,1. ILE— I , - ", -mx" -f- � . -- -- *1 I 1-f I I wyalo. �, " " ­ - , � ­T11-, -T----- -1 , 't �-, I rr t 1, (A ,44. Aft amn ff [1' ��,: " , I i 2- I. � i 'I .) = * Ow, i I I 1 1 1 , ,", 11 I � I I , � I , -- 1 1� , i , I 1:� � 1 11 I I I 11 , � I t I AIV1111 � f -r- I ", � , � i "I I � ; ,1�z 1 1 11' I I I 1 1 c�ZIV , "t, i Em 1I ma V, 1-/` I. I-T-- I ,� '�­ I I I , i I I I i " Ap"!x- I- -- %==Z, 1 1 ,, -543�­ Hi i �1* -�::� av, —"-. I � I ,--I. - -- - sll, � � ­�� I __a ,z, - - - I 1 I I I I I I- 1-1t] i 1 1 j , V2' I I JJ 1L J-1., "L . - k ­J ','�',,-�� -7— 1 wN. Ea, -XIO fux. � I '11] ", TR I If I � - - " ­1 " - T� T­ - i �­.�, ­1­1- I I- I I Tftz � I --- rl T 1 , I I 1, � I jl�w I I I I I I !! f , t I I / , I �t I I ) � , i ��' " I "a'. s ! 41 "I"UP, "'. '. � . � �t u 't, 1. . gel "In, I I i �,,z , I I I !- i ; I , I AE1611-1 . -- - I I I ,q, it - —,, , , ------ --- , I , , , , ��',� / I I 11-L:-:], � �­, ,,��­47,,,,,, I ftYw 1.1"-­,�1 I I 1 -r, .4L,I* - m -&-w - \ t oll" I PI 11, - '�' ;.o.4. 'i-1 '1A dr- --R7. mm"I 1 Tl� , , i 'f 4c.,,, -41, +H4', -1 -4-- I noo� 2 I 11, - AM —.;----,ei-.-I-L.'iLj';�----.--tl-,,-,-� I u-n-1-j- A , 11�1`N` - A""-11 `� I -i Al- I , , ­r I - . A�1.1111'1' 11 A�m" oo I'* vlom ­ I 47 ; I-] , I-, f ", I, , 11-11, !-I � T �, r-,--- 1-FIT-IT � 1 1 ,I I 1 ! I I I " ! I i i � I I I 1 1 1 � I � 1, : I[ i ­11,14, t I t 7 I i 1. I I � , - ------- �1— I ill ji i � I - ; I I --Ill-, It) 511e..P=fi III, P�V',. �- - -r I I I I I I I I I -,, I 1 1 i I ,, �� ,,, , 7=-.110; - , � , I i I I I I � -- I I I 1 , � � , i 1 i * r a`0 P, : 1 I � i I I 6i-q I il.�IijwF v I ',_;�­—,5 �1; I I It, 1] - I - I , "t, L 1] I 11� I IR ; i � I I W A i � V� I ,` - 1. , ,� , I � 1� I I * - i - � 11 -1 �l' ! --= Twl-v �l nvaL i �,�, w �/.,,t, P� ��, , t- -, ­ , - `�, �, -I, -, " ' I �� , �..T "mmftAvA 1-- , N - -­", - , I -r I I � 0A. TI-1, -1 � 4KLKLV� --zz,--- , � I �` T 1 - - 1. : i - I I ��- 14e," . - ` , � I . ! III if i I l!"11 r ", I I � I 11 I .1 -z/z--- ----\ I -, � I At� ��­`- �­`- - �� ­L --I-.- , ,--rOnoKIId�*m i I 3 -U-ml \F,?�-­��-/r, r ! ',,,� —�- on, . mmw) 6 0 I ... � 2' "' I sKrI 4 v " i ,6, I I I 1� ­1 1-11-1 � I I ", - Z,�, fx, ---,,-- I I I 1�11-1' N 1, � ammi i �, ALOW&A--i i I 1 � SM­F qe-v SCALE 1/4--v -r -1-4 I '-I' , I I � Eta w OEM" ' ,, ,��­ �11 ,3' ,:-- - �,J�7,,� ­ ."� T , f,77T77' 4 I I - , - - ,,-�-.;ErF-,,",j4j -'­ �mm,mj ,1,,,, jl�l I � � , �� ,3F ", ', I I ,�;, � , (� I6t , ".. � , � I I ', MUUIQN S=R= 1`15�1�� i , I - =111111�1 � � I --,�-�., '�, *.l Mv")ON REOLARED mo, —M) I- - I 11 I spm � TURE &ILLIK)NI - , I , i -,! It - 001KNO-10-01- I - I 11, I ME "ONAL , .. -,. i, � r . va' o 04,00141% At, " I v, I m staLlt. &'D , A ,-- I -- ! I #----=w lm= � IM T'. 4'� Ile .: .!§;�11% -- to,". It , . �.­ 4=14,4 V �o , Mum --- � , V� % r.- ��-- - - ="..., -nh w, " -,-,, , . �� �7 S%� )/" - , 1)" ct`­�r Aw..ft I 1--­ W voemulL � 11 -----f O`XT0K` 1� 31 . I -L� � ,,l Q4 loem a A; .) ,-�� -- mim. A C-14' to W-D" 2'. 8, � Ile' �, No. 167 1. I i : * .-* = � SPNI vA G 1. I z , I �g ITIK fs.? . , , 13"Goi Pmwez RaNG FLORIDA BUILDING CODE (High Volocif tP I �j 0 C'So IN -... - ­- - I I "It Novicarto Zone) 1:: I - -- -­1­.­--­ ----- - I-— -­­ ---,--,- � ,4 I ceeNTEG '. " . 4 11 � Si� Gr - mnml "r =L K I,- .. ON .. 20 GAGE GALVANIZW STEEL STORM PANEL I "' ToV gjQ� SKQDQKA - --.;i;","�-1 1, I — D'o" R61 sc" 3/a.v I , ,-.-.-,-.'..-.-,-----------------N - ��C-- �ol:,T io � I- 9 --- -- — ,� PROTECTION " 0 \ GLOBAL PROGWli�. ' ' JILIEC ­­-, 11- I c _ — toIc O.w. �, �Tr,m Amu moLruix FAR INSING' A/c sToRm PAR"s ON Top 1, mm" & t"walm " , n- 1 rr Is I, TED ILI nuir myx - Aco sm?e oft TOP OR mmm OF OPENING. / � - �U,14= - -om (o0am-l",to. Xwl, (-)Q-?A7 I 20-176 - , , , BE tow Pmm oofAwo A/ row TOP & wriOuT I Fz s��/,--�- CA-00047A iiii; , Itum; . L� - .= I - a . e, ', !!!�� — Win_ - I I — — — — IN� rALLATION DETAILS FOR REQ ", PANELS (j) "' F INTO EXISTING WOOD STRUCTURES I , - , I -- VlVi=r - 7 ;P±=;r, - - -+- - ;= go rn=�mtm­­ ------ -1-1-1 ­­1 I - � �[ I. � . i��= 11 I J-777 �� 7 Ir-10-04 ---- ­­', - 11 =.b.*.. 10. ,- -A' �=� - I I --- / ,--C4)­ 11 - ;.", , I y­­�� , ,��­ , l,p . "��,�*- - , , — I � - � �11 ,1 ­!'= T - I Arama III Ic,o .ftx~, I � 1 I�/ , = ­ Aloor C. � I , /-O- / i ,I 7 �IT, / � I I " : � I I 11% I , 11 't"', , I _p",j M , I 400nI I 54 -,:,..#, 1 n , " " � r­ --I ] 'Ii� I !� ­­ , ­ � Ir , ,=o, � AW,n- ! I � , I - I I �, --,- --- , - "`,�, , �,� , ------ - ! -, I . , j �, /��l 1, , . 1! *`W `� - I � I/- 11 1 M1.1.49 1 - A i 1v..-1'�,--.-j- 1 i . t I I I vu-' 1;* - a I I �� 14 11 - - i , � ,� - i t � I - I 1=1 6 i � I ; --rj, :i� ) . IM i i - i ---Ci , , i % WIN :1 I 1. � I I I ==`O` I =v`e` I I 1- '. k -, 9 I I&M -� ----o I 1'. I -41 ­4� - - - - ­', ­­­ � i i I --,I- -- - I I -- � = Lo 0�� I " 1­ "' "­� -, I i 19 W", 7' *' - , Opp .=no. I I'll ... �� I 1. - I i I I � 1 Io ;;,,,vi� Uk JdQUN I -� i I 1 . f I " 1 � �, RIUNJAMN - AUM&M " I AMWI.17m- 1; i I ;- I I SMALL- Ile - l. �W- �, I,- , 't- -­`i Wrim..; I - X-00II ew - Net, I j ­­ I -�, 't � ---� - -�-i - , � I " - � kL 7��-­,i 6-- := -- I I ei � i * I I A -Z�\ . I 411tv I �� 1.11 I - ­­ ---I . T-, !`�Ii I'A'Ir. 11 15M. I - �; -- - ­1 BWLQ=W 1! L , I Mmam I � , �� ­ -­ �'-�41- --� I I " 1� .,*' ­1 - INSIALLOQN � ­11-11-, .1 I - ., ­- - 11- - ALTERN&M-n ` 'i I& 11 00 ow- � SGALE, 1/4* - I* � I, I� � Q N it ft= MUNT L am,.Noum .z Q INSWAMN INSTALLMNS - ALMMM SW (actioN AT TOP is UNITED TO +-,xa5-67.0 Aw SCAM 1/4' - I' INISTALLkTION - AMNA-TIVE 2W AISID, DESIGN PRESSURE RATING) SCAM Ile . 1, StAtz. Ile - I- �� ih'?.-.-,-,. 11 - ! I � I - i - ...m - "I fN`II­nIc ZL M&MAimamNa- -,-- INSTALLATION - SLOW MW -�� "'IIIII0,004141, SCALE- I/*- - I- T I� INSTALLIAXI NS AR ONLY VAUO FOR BUILDINGS WITH kS.D� DESIGN LOADS 1,5,�:­!I!4;;,% 0 E , .1 �, � 1A, TO AND PANEL'S LENGTH UP To 8'-B' .�, V, "I UP +515�5. -72IO p,s,f� i� ,;I�'r �- \),"'. -� 4 - FLORIDA BUILDING CODE (High votoujim murriconq Zone) 4 , I 2� rOR Nut WOOD FRAME CONSTRUCIOW WOOD MEMBERS TO BE SOUTHERN 11 ­ ��, ., . .04o ELTXmm 11� 1P. PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EOUAL Z " No. 4167 '-. 1 20 CAGE GALVANIZEE, STEEL STORM PANEL 0.401, W. * I , - -.-- ­- , - ­ - - — - * � (�D--*.4o=---x- ,-, --- - — .. - JQE-51�,T,�m� - 11 - -:� GLOBAL PROTECTION PRODUCTS, LLC. " , E 51�`T�m� I - �. - - -" ,.I". , �-­- I-- s� ST EOF ­11 1/109M,--�\ .." ��-Il W .m 5,W. 5. FIRM TOP & 90MM MOU"NGS CAN 13C ?;)... "f -V�­t� ma PAT A momimem, cwAY, ',.X� (" " 3"0 I Fit& , 1'. /� m-A0,II,­�3P, PA; rv�tmttt-gto, 'I" �fj;;- =- 20-176 COMBINED IN ANY WAY TO SUIT ANY " / I -�=' A "' 1: I,- One J­m i 14-1- I ,� �, I 1 E,ALI� �-" — INSTALLATION, ,I ­ III CA-00WIP :-afEm� bwm IN; '' 4"otHe SiAL/96"An"r - , - � � , -: *Act - -: - — - - NIEL&UL , . � - . - . � = I " - PONCREIE A0,HcRI: CONCAVE AN&PM __f*R LIONCREIT ANO+QM1 SEE 'O'C'" lAI SIM I,,,____ (SEE SioNDULE `� 'Al (SEE wevwx Qq--N,\ Z�,, l 1OR WK)OD $��Rlnt. SEE sec'm ON 1O`W Ib , �-`r ,,,, ,,I " , SHEET I Z& IW/15 '41 1, -1 1 �� r*t � .11, POURED COM.4m - , , , - ;' r0AIA 2/* 2A/4-3/4 a, 4/4 ? & IW/15 5 r"� ­�----­� -1 - - 15Q _ � It I* m­ -1 .500, -- I , -j �T- L -- ,Z= - -11, � 1 Z50, -\ I , "" I_& . --=�T -:i - - -"Zw M. , -1 , . I � � I - . � - I I.- % � I i , , ­ ­'­,...., F, VN� - ----------- - ­1 -` I - I—- � - 11 ---- - - --- � I I Ili I I I " it'i 1 -4-W ROOMED \ 0 I I i 1 1 I POUM COW)WE \ 1 1'1�,� � - - [ I ir ­,, � I-, � I 1 1 3i I I I , I I , - , F-�­ -, � �-�, a "a � I x �i �, I I I I 1 I i I I I I I I 1 1 1 1] \ ", i 1 I- \ I ,\ ,,,, I J i I I I I" 'ill : � � � [ I II Ll A 1- I I I A , I - - , � - � ., � - � � - - - - - , - 1 ,��,:�� �� '14,-� -��� �� 11.11 T �11 � -­ --j-T- ­­ 1 - 11 I -11-111. i-1] ­1 ,- I � -- al - � I �-(j 1� - I I I i I i t-su Vstoua o#- z - . I - I IRIN, ii-Em 1�— PNRL) "R pmw (00 PANII)i FOR TizIWATON I I � r -, � I � I I I � i , I I I ot � i 1�- : i � I I t I I , I � I � ' -- +4-4 � 6 ",,71 --t - -+jR­[­- --L [- - 4+ ---I-+-J--t - -4-�� - ---L � iE ovoc� I I I II I 1 1*1 H --I :t1-'1= I -�,' , I I %� F I, ikFMim'... AW QK- (ckst 1) / ,�'- �1 , � I I i I i � I , I i I � I I yn, I I � - - � "­ I I �-R�P I j 1 i � I /a- W,, / .T.,�,,�--; '.1 11 1, - (.� ,,'-'/',,! I/ g [ To tT ­ ­­­ -I- I L-1-4-1- I- J 4,111 � JJ ... ,I I i , mI, OJI� l il I I . - i I i , -I- - ­ i �, 9 ' � I I -T111 I IT - --I- -1 -- - � -- - - - -111-11 ""' ­r j,"'j- -- I I I - I I I f I I 1 I ... I I I , . MAMTWE i I I I I I . � � I I I I i � I I [ 1 i , 9"`A- I 1 11 IVAIT,� , I I I - I F. . -- --* . , � -a "I I I 1 I �� IF IT ­ I 'I'll 11 f � , , - I ", , i I I I I f * ?jIAf I I (ALTERNATE tWAtWA ­- i I I � -. I i I 9 I i fi - " I "" I I Al UJI PAIEUS) ,, f �) , ," 1 - t�'Tj ; 4 (11, I ! 1 i I , I L ME avnLs I/" I I I I " I i I i I � � 1 1 1 I � � 3 1.) pooAro,;ONaAETF . I , I& �,/ 1 I -, 1 I I ­ , OR COKam �`� � I � �1- i L! I I i � i Li , -L - - � ,-14 - ­ I , ,� -� : I � -L , -L� - -L- I .1. faotlmm , � .1 t , - '7 ' � "�� I I /k 2/4, 2" 3/4 . 4/4 L*1. 21 &,�W/15 [��I, � & IW/115 , 11 f I i ,,2�, ! I ; I � i i Z. -, - , I I ; i AITERRATit LOCOKIN i --P I- - Z, � I i I .J1 ON LNE SAFETY PANEL L- I I '. �,,� I i I I I : �� LOCATION OF LIM ISM NOTE ISELOW) i I I ,_­____ AREA W/140 UpF SAFETY PANEL$__ , FF , ,,, I I __ ___ , - I ,�,;, I 11111-1­ � "Ill -s)-R-- I Or, I, SAFM PANEL, --- I I ( --�� --- )A RED LAIT PANELS o/ OR - " r - - -- -- ----- � I 11 ­ - ­ - 11-1 - ­­ REG["R TRACKS (S%IN I -- - ­ - --­---- � --­ ­ cz I aonmm ,victott; �,`� -Y ," ­111 7­7777�77 ;,*_,-;�,`,'1,:1,v/�1,­ - LAST ANA S%j�Vlol=lr AS , _ ", ,f, 1, ­11, tfft , NI 3, I .1- I ALL � I ,, , , f", F QHION Al FQR,LIFE, SAFETY . QRM ALWAYS BE Pgom Xotk � rr 6,Ev,41 ­_1 Mu'" �L-& 1 411. -- -RWUKW r � -5i _ 10 FAC40AI " = � � to V"D OR Rmoym PROM NIEOE O� -t -- PANEL(D DN-j t _" of I Vert '.) ------f,*- I S 3 --I- Z:-� I SCALC� 3/8- - I- ---1EQ1W&2 SCALE� 1/8' - t' I-i/., #., O� @@.IQ) Ow I �* I- --,r -11� - � "J. ---- NOTE5-QR.�Ua"�AWI.-TML-F&g�-.IbSffAjbMAUAMtL� Y.­S�� �, �� 771���� -- / �� f, LIFE SA STOW PANEL CAN BE LOCAMO AS AN END PANEL (FIRST OR LAST FANEL) -�---, I FM OR At AN INTIERTOR PANEL (ANY PAwi, LOCAPON IN BETWEEN M PANELS) �i PARFL$- o m =1� ZTLm-,urno UF5 SAFETY PANEUS WAY OR MAY 140T BE 19STALLED ADACENT TO RECUtAR PANELS (W/ Oft W/O REGULAR TRACKS,) SEE WJTE I� 2, LIFE FF SECTIOR PANEL CONSISTS OF 0,0�10' GALVANIZED STEEL ,%TORN PANEL AS _B-ff PER � SI.TET I? of ORAmma, -I* $ME 3)32' 70 Aa ITS BE RENNED GR INSTALLED FROM7HE INSIDE OF TH'Is 0 STRUCTURE, J. I TO In"IA111111 I t K COMPON AS PER SHEET 2 OF THIS CRAM O' %4 ............ COMPONENT BE INSTALLED WALL OR FLOOR INTEZ FOLLOWING SECTIO S I a . , �� THIS E 11., I, 2 ON SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14, � � . � � � -1 % f z ­`1 FLORIDA BUILDING LODE (Wah vojoo4y H one Zone)[ 4. W, LEN07,II FOR COMPON IS IS = �, - -- - � -1 --- ­­-­ ­­ -----I-- -1 Mo.. ANCOOR SJIACINI� F==, 4DANCtIORArE AT 80770M IS GIYEN ON - . * �= ALUVII "tc 20 GAGE GALVANIZED STEEL STORM PANEL - SCHEDULE$ 64 4 SHM ". 1 * ,,,, �ac I 0�0t` 011 - — COMPONENT MAY BE PERMANENT 09 REMOVABLE- � I ATE , — \ T sv-o�p%. -­ C 0 ,iN.. \ GLOBAL PROTECTION PRODUCTS, LLC. I 5, SEE MIA&S, MR WSTAUtAtION 04,0 WOOO FRAME SUILDINGIS ON SHW 15 WE, ., 0 74- � / IRE -m "- 51 New ­ - ,�,��;; ­.", ... 6 I'll, 6 Ot4 I - - 0. - 14� =., SEE SHEF! A FOR MAIL APPLICABLE to THE NECESSITY rOR THE INS,AUATION OF , - ,,,::!4 � ,�� WAND to F01, (FAf)dft­AMZ 20-176 SPACM AT TRACKS INSTA.IX0 Qi"Ehir AND SEYONG 70 SWOW/WOOD EANOS. "400N /I 'a-�-r7 1#04 - -owl,. --IZT---a;.-;6----r--�-r----.-[-----�-----I -- ONIAV9 II� 'L -se.k/S.WWW"WE #=A 1W ,o, PC I � , - .. A .1, I - Awn' Is IV 'A ­. ­ - I I I 11 F., 0, 0 5 ag= VALID ONLY F"M h��-- ir &O INSTALIATOM AS PER SWITORS A PM 10. ON $11MEEM 4' a * 6) ox.tv AS 67- --- = -�, I,------,- ­ --- ---`Tm-v7m"- "'; " W" A�� ...4 rm. D06 amxnm - �.�I, I "'n` - III, '. I �-14- � 'v . , " -n�� ��— :��-�� —*15� *=. -7" --=--f-,---R- —,"-' �-,. I � -1. 1 2 ve U"aLnu I T; F .i, , " "' - . -- I r- l`wx, ­Yza - ;;--_-,"C -I,-, �� +1-i --.I-. o"VVIRMINIA, I 0 - 1 1-114, , -- ,7::;�-,..-`TF a yr - V0,&,-mj- I T7-.I---- - WTED to/ Vk""W" 3-s. AS, A "mm Al OMAN, & 0"m W PRIUL VioM QN�T FM PAwLSQA, 0 REITALL4MOS AS PER StDOENIS I TIM 7. ON 94MM A At 5) � I - WJWLN *sn --- WMAKU matmas wl,cw m f-0. . o "r � ) I ---��� APKIFAW to 1 MON TAP00" INF-GRI. C pmawcr nm.m 0 n: m= M= .­­� -- comut � , ,A, 1 MQW0 oAREL ,MIML,pr �:=---W- -- I --- IW 70 Coto" 1 0AXam TI Lum. v ,'.A,) An= ("I) I -;;.- " - l� I-, OQNC� 10 40K-Fk-- DOIXRETE I. I -nrF. .� - ­ . — mo:k INDIA VA" I OL%K --------4-- - - ­-Zl- --e '. 1 11A -- -t- I- I ."A W. RIIA o� 7, I P'�, ­­l ,:-- -- - -- -- - - ----+- r R/* IFIA r r IT, I ,�-- ::�-:1-,­ - I I`OTRAO I ---.- --- ­ ---- - - -- - �- - 1� WA IV" WA a- I m/. -,Oop) i IV, — ---1-f-- ­­��, --- ��-_7 , --T----; r I NVA 4,1A 'e, I v N/A 5* 4��--,- T . N,eA 2. Monom) I . - --!�--r­ --- -- - ---� +5&5, r = 6' I t -VA ,.41f, 1 V III% I IN/- NiA 'A ­1*4mp) 1 r­vootcss -!� , - 74 - ---7, ---� ---i OR ,;;�z k­f-A E, � - I - - -W 3 tuamomf 11, � � -2 '41 1� i o. I V I i --1 ---L --- :­ L-4---- -- i "/,, 'T—W i I L a. El --r-- I 4,1* X/A �`A T i 177111 I I r--;� 7- -� ::�- er N/A tmp) I " ,I,A i - , --��11 ­­-4-1--t-,--� (--�;,-j I , � 11; 1� I r I S' I -/A N/A I r I e I � r I - , - ­,I�l 9 I 40M 11 to a 11 I t FDA = FOR RMOLLAPOW. KW WOW PAW = WRWUA0== Mmmm ON, 114t; somx�4 UAS XVV= TNNI Wota A= WSRAIM An RKMA= se�tlho ST WATAYM WACING Vick" 0" I00JUE 0 THE FOUDAING IACTDSJG� FOR INS OPERATION TO BE AQSMIXX� RED,= SP00% OSTAMM U%4 f'AMOI OW, NOT X LASS It,% MoOdAt SAWAM NOICOUt POR DION 0CRON TIM M *449S =14, mo" TIM !I- 1/!:!, ­­Yt�!., -- --- I � - - � -- - ---- ­ -- - I /A�-11 ­­ ­­ ­11L � Mom. 0,W-W Am"Itt `I,U5` Q,,,-A .X.- ----- - , - , " ­!t_-­L--,L- ­L­!----L---1--- - -� NA­,�w t!!!!�ft (�t ) ) 3 a I A 1A -- - 1 "..4 Ia�*�#.) 1 4 " 4 I?2 --­ - - 3'a - - - - I Amm a fam twom - - - ­�vk Phdra - -I ,,, = I— ­-, - m `�-- ­ - - - - - - 7- = " - -:--. ,-.--- 220-, - 7 - - � -!AL ,:E-�-5 - --------------- - ­­.- 1. 1, - I'm ­ , ­-, -- =­f- , KI ,a -- � " I r - ----Ru - ;� 11'r),a � SYS* Lomit amst etomm W/ %/4*­Mr AS WS, 0 6 1/4' OX� FOR - -1 - [ON DETAILS FOR REGULAR PANELS (j) & (IJA -7 ; � � I'll RARE, LEVAP14 IP TO C-O � � ro UP TO$ r Zm1,1I`.1:1Dc` �R 1"1Q-xxmumQ-WQQPL1v2mC1Tvm 7 I%:11� to &%A PLUS 0 11 �; - !X C � onm I �&W.. 1HRIADED 'j , � -�-� � T, _714-71, 11 - T " � I- ��., I FTO IE­a- m,o, - - , ­ ,�', I', � I I -,/* M-M.A�A a* - i -, "ll r I , I 1, -, 7 I I I 11� . I VII � I , .I � t I � IT 11 " ,X�l , � I]t - I ; I I fi'� 11C �� , �t" I ­1 -,�I� wv� ­z.;%.j%-,s-.A � �-j ['�� I .­ i . , GG, ­­­ " - -. 11 - �l �., �, � I I I � i I � I I I I I I f � ­ I - 1, I 4 I ti -ii � N'. , -A,.. i ,�� I , 'i . I 1­111-11 - 1-11-1 i .j tot , ED, EQI 0 11 " I I zt i I I Wr i ;j -:� i 1 "I - ) I I -- I"o' ""m 14c,"m i ­0 - I 1 1 5 i 9- L I , � I � =0 � � � i � i I - i - 11 Cl) ; 11 . -It- "A"on I I I � WOW 000m --� — I ; � I -- --I- tg � i -9 1 W�RNAME IN SCALE 3/E�r AJW9" —� I "­- --A - 1 1 I � I I I - — - I I I SFE: SNM" Ir-­I-� - c* m I -1 I I -11- I --t 9 I iSEE v_-xvia I 09 SHM a I I... � v --- VOR"SePeAm.-I. I to MASS- I , 1/8"w- j � I . I I I iMR WARVION r 1 i 10 01.kml � I � I I I c 7 I i I � 1z I I � z 1 , - " l4 ,, cjos-- - ,�'4 11 : j I I � t EQ � -1 - ,-,- -1 � - 111--, �, "'., , W Egi I ", . . F , - ED �', t� 11 I 1� 4 7 j t - l.4, , I ,� � Ed � I I'-- i ml�--- I L - ­ ­­ ­1 — -- ' "I Fla t , ,-- I-- -7�-- . -0 , ,,I j ­ - -ri 'r Ect � ­� - -1 , " -- ­� j:­--r !I ��, � � I 5 , : 1, � I--,--,- L I 11 1 , , 1 1 l m I, I I . - , I 14. ,.b. " 511#1 LOND "'o" "Im - - ,-- , I " " I -11, � x I , I I I III ,, , I -1 F , -� , , � -�%�� 1\�o � � I � �, �� 1 I I � , ., 11� - I 11'. � � ,: =- 1, I ; 1� I V I ,l - 1, , I � - . I II, � 1 " m I,'1z2*a` IS, m,v 0,6 V.- Ito �� . oR To ,-,. a I , ,,� � � ', �, ,,, 1 1 I QA& 4�My`.;-Ry- ; 1�j moomm —4�— � A,-4* M., ] � -," i v, "" — - To I 't �I � I v I . I / - I . I 1, � ��,�,,,,, OR j,,..I- I 1E`v11F 11 oe , rIv , t1l .1.1nolm1r,", III- a, I- wan I I � I I 112I M',, TIOTAM PmEtArOu AT � � �, r�� � ,,, I, : l � , , �-� 1 21", RATE qe. SOW" a ­­ IAI`r---1tmem1A,1W%- 1;Z4 'Mm WVE-m SCALE It/6-l' AaEamm - SCALE 3/s.1 "I W 0, I � p OF &W*4 WOW PiAn M4 ,? I'Ll LEAGAIS UP To s'-w 0- �, �, � 'I W-aim 'r I � I I - I I � I l - 1�1 I �, I ,, � .4-- � I FRAYE I AuAm I I - 11 I � Aug"" - - � SCALE 3 -I, ­­­ - N=­1 M"WONJIF14#04, ,g,,*,e� N, 1`14#11%. I . INSTALLATIONS ARE ONLY VALID FOR SIALDINGS WITH A4.0 DESCH LOADS UP TO .S5,5, -72,0 PSFr AND PANEL'S LENGTH UP 10 8'-tr o,�� ....... , I ­, tqN ;6W.- \�­­ ... -s FLORIDA BUILDING CODE (Migh WkNity cone zone) 2. TOT? NEW WOOD FRAME CONSTRUCTION,, WOOD MEMOERS TO BE SOUTHERN PINE NO, 2, WE/ SPECIFIC DENSITY OF 0,55 OR EDUAL, 44 ! � , -- I I - - ,, F . III - = � t4q� -.* -5 ---.--- 0=0 nklmol Me, _ - -11, - 20 GAGE GALVANIZED STEEL STORM PANEL I ORW­W`W� - -4 - -- -­ - -­­ � � - c F ' I= - - Im 11 -,i n -- = � � " = ;Z­z - , , �. $1 OF�<;:**- ­�'11 , 1. I - - -:� .,r­-­- , , TIN't -;"- - � , `�- ,W- V� / / � \ I 11LIECOledc, GLOBAL PROTECTION PRODUCTS, UJC, X 4m �-*. 15I vmm AM 1 031. -O"'"WT%C1m­ I BE' OM VUUNTT= on & BOTTOM MOUNT'INGS on v ISO =­ rOMBINV 17� COMBINED IN ANY WAY 7 AW 'a 4 ANY WAY TO SUFT ii�ST' iNSTAILLATION� � � , - � - f ;� I Y"IT UATING a R�.mftmg.r= `AN - "ION`-. tw)lm *AAAm �, -1614 pot� IOU, - 1�.ml*g ­001it'n- �-­.�r - 1-7-1 �, r-- 04-000019 2 0-176 Own- - 1 LLATION . . I AN#$ 1*1401 sekkl� N=' -m, - 4l U I" a - - zj:j::!E:=` M , I - � , - ONW i, or 24 1 -- — - — (-921\ , ALTEWAM �- A ALTERNAIM Q - 8 AT LOCATRAI - - Cl ,�-, , ( 1 I AT 0=2111 (D-11 C1 )-� i I (�h END PANEL (�� I (a) I -­ - I ---- T -- SIUDS - - . - -7- i 4 I - I � I � � i � I I v I/2, a, cl) I I I I I - � IT i I 1 1 1 1 3 i t i ; T � - i � I � I HOW I I I 11, � - - ----�- - Ve ok�� 0 I . - -- -- ­- - I I I � . I I - - --"-- - 1) it- -- 77- --," , - 6 ,� I I I Z, No, (I 0 1 STUDS 0 EVERY I I �1 A ! i i : I ! ! OVERLAP --- - - -+ . (I T/2, OX') - - - 1­1- - I � i I . I TO 0OLO PANEL �, I . 11 I I � I ! � � I I I i . I � 1 i l 11 I I - - � , I , -) I N I . ! I I ­j � I i i ,�k I r--r OL, 0 1 - i I t­ i (INS) � —L —L�. I - --J— ­LL zza� '- -- I �7 I � l . �JE JI , ScNFDL" V-- � - ' � ar : 11 - T SEE, !V � ­­ an l � - �� l I 1, �11=1-11 I L-" � - , I 11�' SCHEDUIX Y SWMULE i' : ' @ (a7­/ 3 � rok 0-!-- UA OR 3� ANCHOR ANCHOR I � - #2 m -�­ #2 MR � 3­­� tw ORECI NOWN1 � SPACING SPICING � � M­ ANCHOR V� AN'"' ; � � � z SPACING SPACIRC i I -1-1111-1 1'-3'W­-- --- I � ­ - I'-31 FAM - . MAIL 1 , WALL MPVNTLNg—lN5TALLATIQN--CAP—ELLCABLE—TP—IQHEDMV,I) AELM-2—i'i i Q�jm � . L�j - i —!- 11 .t�� I saxtra Vie - I, SCAM ElIr � I, m&&kWL&u_- — �, i MAXIMUM A.S& DESIGN PROSURE 9 AIRM Rq-40AA11-m I -A EL LENGTH N`L" 4 1 - SPACIN AT 4) FOR J i � i QQRm WRLI[QhA�T 1­AL-4,AMA71R­riv-0L-1A=� ,W I Mam"k-abu"l , JALWIONS INTO CO - -- I CEM I oomm"WAID, -m !----,;�Nw-mvv,�- RNNo..K" - AQ41. � fP�lQuk-aiamy- )V-L&--- .;f­ux­! Iill� I i2k"; F-----------] V-d=u­*-1­"-AW­MWffL I "A'A""' tv"Offm - mAmum "10, wook or TM-W ou-­tx NiMOJAME AURE ID PROATE W4 ~'MoZ TO -SA -= - 23Y., 1 WeIm= I OESION -------- # . NINNAIM PAHE� I I I . -v -T" -;� " ­� .�gEIE z"Oks to I � : Room"$ 0 li7 , Oftleam �.. W.Tonm = ­­, ,= -I" 1-11CNI T, 11, TO- � ,,,A - - or RIC4 FEE SHEET 14 FOR me"m A, WAINIS RP #WJUAn0NE WM WOOD PIAME BUILD"'. - -- ­­ - -­­ - -- , - ­ ----W ------- - NOORUM AIC"OR VACM04 ANo "11011M WOE WAICE IK INOWATE4 ON TIft SciE(1011, 1IW --- ­V- - ­NlN -- -�/A ' R/A 6� N/A `0� lA ii; N/A_,2_!�2_aPj ED, = 11" INWIlm 04 SO113SILE Amn "m W"a IV WLTIP"a SPICINO -,G, -7- ­R- -7 -a- --4��---9:7---,;�---O'-"-'-i�-'-";:--v I (BOTTOM) -"--O' Oc LEIS StIONII ON SM'DIAK, Of let fOUDWING FACTORS, TOP THIS OPERATE. TO OE POSSM1.1- - - RED= SPAOM OVAINER LISINC FALMII 0,141. NOT BE LM AIM RIVcfy SOACW. — -- —';7*-7W1-A­ -6 7W/A -N/A -6-- - - - s N/,, 6 Hit, 112 00CAME MR thot, ANCHOR Tin AT AMOSDIS tmml L- .564 -710 - -- -- . 51-01 TO 71-VII - . - ­1 - ­17� --.--.-F=l I - -iiW. - 9, 6' 1 I A. q. 12 1/2- '. 1. r, 1,4..� �� - 7 le. v 6" , A' I 2T *400 1"m -- - =�? 1117,��­TW -- - 4IOMW 67 N/A N/A N/A I' 6- I N/A 1. �-/A -r -Ir 7�/. � I A, 2 (TO ) " � -- - I It FI11-- ­­- .58Z -72�0 . — " -- UOR) -e TO ff.- -±2,:-, -±:-".,-- � �11 I � e a- r W A.0"m 3 I 'I -i -1/2 1. I (sm-mm) - =6 :�= �, =ZM) L Lz � .Llrl - -- *0000.01AW 1-- -�-+;-1 - - , "".4 31, 11 ACKPLIE40mamm Amurm UWWALA-z �­ IMLOMW-Cgdmma-6�L-Q--��-i-v-1,.-, , -S5 I "­11, - ,- I—- 1­1 ,!-r1*-, - ------ ­ - - -- - "' ­-­ ­­ -,----- ­­- ­--------- -----­­1 I - - � � - ,. III, OW) cog 0 (PA 0 r *� Yr -, -- - �: - . ��vm "D, �Ia i NOX, a Sir V., HEM Top - IAW IW or ph" APPLICABLE TO IMUM PAN) -11 � ­ - ­ � r :j__-_­,­­-t ­-_-­ - - ­1111 - ioo­ `­14--, Demm --TA`RWN SICATIONIS4111, CON 'ARM I MAN 11 CAtX-1k -IN ­ N CALX I rt, ItItINION11 ­­­­­ ­1­11 - ­­ , --------, LENGTH �L, (ft, -- pocokin ------ I TO To � 1. .. - - lv A,Xem , � I, ED O�F ".0t "?, N. Tit -- CONCRETE �� N , ,2F , 4 114 , 4 WMIX-11 �- WE= - --,;.-.- ,,0 -- 1- , ** ,,, k " ,­ � � --Tyr-­T� -a -(--) z--f'-­ &� ­.­ 2 I" 1.L�t --s' S 777 , tE 4­ '--. /1" ,e. . � -- ;�EC72,0 2 1/2. � 2 1/,� 4. :, 3 I/2* E (sortom) 7-e OR Lrm z : No� *. , ; ,I * ,-__j Ili^ 1 2 (samw >7*-S, to W-O,f !*: 2 -1--,M ! /A � FLORIDA BUILDING CODE (Ifigh Velocity HUT too". Z*tv*) I i ,r T 2 (BOTTOIA) 'r-6. TO � I A, l 1- �0% Ilk ­- - .- . ot�----- - , Tin� FP- 20 "a GALVANIZED STEEL STORM 1- .!::,-i - , It, --- ."Pumv011". , I — , � PANEL ,,, , I _. 01/2vlm , `R41 - - 0 �­,, GLOBAL PROTECTION PRODUCM LLC. alIT-1 il� - J11 I J4.2-ATAM-ML.-�--. 1­ i - ­11­ � cI� Mom �* 51 mw —, OWL =',I 'Ame-74SL r^ twxIee-MI, 20-176 I-tw.l m� 1 ft I 11 m I 1. - A-1.1- m :� 211�0�771-� - E -=�-- 1-1- ­� ­­ 1 1 [­- - --- - - i, ----� Mix" IA;Jo! 1111 !!I 2 L_M4,ij�RE RATING (g.s.f.) AND CORRESPONDING MAXIMUM-AN-QflPR "I I IMAM I ^­ (VAUD Day FOR'FANELSO& OaMALLAMNS AS PER: I THW 10, ON $HEM 4. 6 A, 6) I . — I" -- WX"W MIAAM SPACING POR ED, - Z VE' - -W�AP-CW -- -r"44 -;� -- ­ ­� I Also,. MIX" TNICON - �n�tMl 7ID Lit ;�us­ - --- ­ -, -- -- --��i�;- APPOOMM 10 %CTIM 4 & ,wimw vM40, "'s,", AIRING - TO OP"cam 00"URME i TO - EI I To � III To ONNARSTIF ION40RETE To 0041mm CONCRETE a CONORETE CONORM To DONcRE's cohmEm To CONINIETE1 CORD'Im we comsWAT" LKNM V M) or It" (A--f-) - - SLOOK I DIM, mcck BLOC, BLOCK, A -- I E BLOCK . ­- "­ , ­­ �� ­- 1. N/A - - �- — ­7 WA 1 N/A NIA --.t--;;; 1 61 fil' N/A -�� /A I A - 1 (TOP) I i. I — C ---- I- 11" —r.,* ---;—Z- -­�- - lk j ,/A . 6- .- 6- _�/ ­� - _ NIA 1 MIA ­­ ­ , 1 (BOTTOM) I --- er or --- R/A - h?A -- _­ ­2L­�­!j_ - --- - — t;/A I N/A 6. 1 NIA 1� I N/A 5 . A T/A r 6' ' S � - ---- - -_�� - -;: N/A '. N/A ?4/A I NIA V I N/A .� Wj_�i N/A � � N/A N/A, — — N/A R/A 2 CIOP) -- z (BOTTOM) cr!) �554� -7,ZO I— V 1�/l __ _ - — _ — ----r--�/ ---! I N/A i NIA I A I N/A '. 1� 1 ,/A -- -- WA I N/k -- 'I 4 , (1UP, , '71-s" to 81-v C-j --- >� M LERS -=-­ - , --t---, --- -------+— --- - -- - - iz A 6 4 N/A I N/A e 1 er 1� I 6. e��, D­- N/A IVA 4 (WrTOW) --1r­- - ­4--�/�— t-L-1— I ____ ---------i-- ------I-- N/A 1 N/. '. N/A .- NIA 6. I — --T---- �i N/A — -­-"-­�- ­t­--�� —f---- I i — — N/A N/A ­ -- -- 7 (TOP) -- -I- W- / ,F� -- N/A A. — NJA 5, N/A N/A '. j -9 0, '. I � - 'T�/-, - -- 12 1 12 1 2- 6 1/4- t 6 1/4- � -5 1/1* /-.1-i ;-1;7- - � -, �-, /-I - I I ­ I N/A mlA -- N/A NIA 4 & 7 (BOTTOM) — 5 (TOR/BaTTOM) --J, ----­------­-­-- t$0,0��3�3 4/A ­--o- I— , 1A ---- -- 12 1/2--i 6 1/4" 12 1/2' 6 Ile - I/ 6 1/4' 6 Ile L-�� � I N/A 1 N/A 6 ITOP/sarrom) �W-8- To 11-2- :::) _ +554� -724 _L_ NlA _L_ N/A � - - — �� 71,17 It/. � I 6 -,/A- Is I/*- � N/4 1 N/A IS, (TOP/SOrTOV) 4-8- TO I 1 �-2- --% ___�/A __ _�__ __,_!/ - N/A 1 N/A NIA R/A j N/A 6 1/4' 6 1/4- _ T­_ __ __!/ — _�_ _ - - ---- ----t , 8 1/4* ' , , , "" — , �, "' ", ` -- 11 " +4318� -41i, O[� e ' e ' ""A ,� N/X ' N/A N/A N/A 11 " " 6 1/4* 1 6 1/4* . a (BOTTOM) , � OR LIVES --I 6 �N/A, '� -;--- �JAN�/Aj ----- -;-;-- --!L-=:-:/,:t--!�--- — 1� 1. ,� /A �.'/�, / N/A I N/A � �� --f-- -7- — - -- -- ' - N/ --I- N� -7/A Ell/.4.j 1 j" ;;�--j 12 -4 OR LESS 11 Ii- Q111) Out < I - - I/A A � N/A ./A I . I/L J7,/, ­t/ �,_ ,1]11' A . I . , I IR e-, ,;p ( v '11� -1-1-1-1 I— I I - SEE SHOM 'd, 11 AND 12 FOR ANChUft t1K Af SPACM MR INTAL)ATIONS INTO Xm MAW IRALONa- - JTZ 00144j" 0040* SPACIN MO VNWM COW , An 'OKIAM ON Tlw� ScIdmIs. MR m LESS P" 00KATIED 00 SCHEDULE VICE ANCHOR tmme or WAmmNa SPACM SWAIN ON S*Outc W I - mimw FACIORS, " 7'a '42 am.-IONTO BE POSOMILC REDMED SPACM OBTAINED USING �Aan;* SKALL NET x Isss "Ttm MINARIN SPAI*6 INWATIM MR Emol Im"OR tm AT ANCIKIRS L501`100 . MON" 1wr - Ile. � ,;;nW -yl��­ - 41�� , qe,­ . -- - - � --- ---- - .-- W-�W* MKS to W soa�n- InIVII01,11'", -- - 2 �A I xx%S`J�?, A. Tit ,%v -I . ;\ -- 1. .� �i " , 'i��,,,-Fk, **---- !�- � �­ -- 1 , I . , "­ ., . � ..... . . #%-7,�. 3 .,A I 11]=� —I II:IC- � Im'"I. , ­ .� , , . 4 2 1/*� ,� -, * " — FLOW DA au"wo CODE (INT91, velocity Nur Hur no Zone) ­�0�0 :�- 0- �-#*v � - ­ - - - - Ji --� R, 11 VA I a --�­� = ------- FA-C I 0 A - 2z * 11 NO. 4167 I - -1-1 - " - I . s . . 4*m lorm W STEEL STORM PAN 20 GAGE GALVANIZED Ef. rplo, 0104% I4jr ------ - ------,­ � � --�� ,� �-------- -�% - �- -1w ­- r---- - - I . - � -- -- 7w- —44F -:�,% s- 6 -IV - - S. -V I., ZN'j E , ,-!, �, ­11V - 'm I -m - 11 - - r��V ­:� ­- ,-- - - - I , 41� - - - - ­ Im E �- O�'* 'r4 IDIN - 4 --�,-W- -,I- � -" e . I ---- ---------------- -- / - ­ — ��IOBAL PROT c' / 61ILTE C 0 mat\ 4=.ftFj SrWM -- i�E��� ECTION PRODUCTS. LLC. D'IT,1 ""' A '0* ------z— � - — - - I'M - - 1 1 I'm I - , ,�,,� ''I z .. _" , "I" / — 'ml 05,I)MI. 144)w ,Vt)W-760� I W. -I --- W� -OnI — - 20 -176 ORMIA414. I I 40 � "E, � ­ - , � — OA-OW019 j1- IMMILL"I", 4tio -� # Fz �� a 1 - I — #LJIAUMON DETAILS 'FOR REGULAR-RANEL%�' i MILENSILNUMP-s-TRugm -r-, �, ­�`v -­ p - - , I '�" I'- I,,' ,,, ­-­-,�' --- , --,� I , , I I . -­-,­­­P--7ro ­ V I �� 7� j -'/1 �1� r �� I I 'I - - ""I" � � , � ., � I- -10 !ANELMATE PUIS � ­44 Ili I A , ­ -­ -',11 J�i� I I , 1.11 I - � , � , - � I - " - I - - - -10 PARSAOTE PLUS �,� ­414 --�-�:-, U� - "I 0 Ile 0'a W/ 1 7 WOOD �, T!"WEA00 PO4EMIVN TO - - �- � " C, , c , - 7 "ISTE'a MOU HIAM " � fl 1 � Asuumff � ; -, , 1� 1, I ExIsnN., AW, READER � I � I : T � � I , , - i I � 11 i 1�j � I , , ll; I " , I � i , � I � -, ,,, I , ,'I " � , I ! � " � I I � CC u I WWO READER- a I I - I ------ ---,-, " -1 ,--Alw/,. � nm sm 0 1 II, Ij4'*,t, � I � � l i i , , , " ;�� , 1 -- -­­­----­­, ­­-, i .3 �, 11 �, I �,� " =,. 1 � I ; * , -Z4Dt`,l`,X,e` � . '/t- *�, WOOD HEADER - - I . R � I . -, , ! lc - I �, - 11 ­­ - -- t , I , 1, - I I I - � , W : � I ,,, I -- -- "Ot I . I � � � i � - i � E� �. . i I ; , k* 5! � !� A Ile " I - I I � 1 � "", - , - � W.Qumv 1: I I I , - I 11 , � t � � c ­3 I I � 1 s � � � ; I REQUIR5D i : ­ : � 0 - � l � � i I - I 1, . � , � "A � � I i � � "l � � 1 1 1 .1 : � � � . � I ; a I ,�­� � , I i � 1. : � ; ! I i i 6a SOCOAX 1 � . � � I I � I . I � MAE ON i � otev a no Itc. tPAPATIA I l , , , I I FOR IIttl, SEPAAMAIN i , I � frA V. : I 'o -11.1­11- , ­ , - ­-­ I'll, I ''I I Im/.*F?Om�7);;�tt-' IV a i%m ir I , .0 I ,� ­­­TG� �� , 1p , , I I 1'­o�, 1411 - Mu PNI6 1EM71, -- 11 11F - - - Mo, PANEL LENOTH ­ - - :, - - 7 ' ; "' -- m- PAReL trHo i I, I I I , � (sa N I OTF 1) i V." ;,.7,- - 11 , I , I (SKIF NOTE 1) . I 1, t (GEr Nm 1) , � .. . ; � I - 1 �m --I - ­- , , "' , 'I � ­.-1---+­­. - - - -1 I � ­ I-- - ­.­­ 11-1 il, I 0 T " I .,1 � � l wt.L-�a i I ., l I I I : I � � i­­­------- .1 � � I ­­1­-­1 � I L--­-­--P_-': A, �, J ; � I l I I I- -- I I A � r I I I -- i e I 1� ; r t I � � - - - -A- -I I I � i I , ; � � I i '� I � I I l i I I � I ? � . l I I � I �69 � 1 1 Ot: v � i ; I I : 56X I OF IL7 I i I � � I I I I 1 F6X � 1 1 � or V � I � � MAX I I i � MAX � ! . I MAW ! I I � � 9, � � ­13 � 1� I � : i t , ; ­1 (- i . I � � j I I I ; . - `31 � I ; � ! ­1 - ­zwT;'dr";.,,,, � I � i � . I � I � - - , " J­ =n; ; '141iwr F­ . �', ----, ,, --- , I : F77---�- -w- ­ " � " :;p , I - wv� � � ) �, 1M.Y.M. 0 j ! I � � I , � ; 0171/2,04, 1 �61' I- I 11 - - - - - � I 1&' I - I -, Z. ,I � 1 Fla ,�l " " '--v�!A�, I—. I k , �LL - 4,1' 4 i ", l; i , I � - ,i l I ' � i ­1­1­ � ... 11-j-11-11i �- , , ­1­ ­­ A- , t-- , ", '�- � � - ' - 1"', ��- - ­1 I— � I', ��,L � ; "I , "I �f ., , ­ i I �� ��` � ; , .. '7T/v , �l 1i 2'.4­0000 MATE � 1 , � , R - ­- 1 -- - Eqjmw � � � � l, -, F� � ­- - ­ , I JI�10 RANUMATE PLUS " 1/4' I, I il t, ­-­ :,, i­4­1 l l , ! 2'.4, V-D PUtTE � t , , I i REGUIR �,� � I , " , , - 4 Ad, 2".,�* It= JpPa _-, -L-11-- I � Pext. "EADED 1� � � REOUIRED I � � ETRATION AT i � I ,l I 1 '� �­� � '� , U 1, IS 1 THREAM 11",C/t�-7/01' WD WATI)i OP KATE I 1 , , , � � 1 1 , � , , , 11. , , , , I , ,� V40.CW SORDES 6 ,. � , , , - " , -, - � 1 , i � x- 010101611" OF PLATE , : ! ;, -, , � ,,� �!; I- � l � , , , 6" I � 11, �N � I � ,'I , �� c � 1," ; ,-'I � I StAO"m W/ , 'I 11 fl 11 I I , , , I -- I I - LK I sm W/ I ,/� THREADED PERETRA110ft ,�, , I I I � � � , ` l , Ti , R?IR .INAW#JATM I AT Mv"TH 01. PLATE �­,­, -- -11J- ­', - - Rm"*1 SCALE 3ja-t- SCALE va-I, ,4 NSTNUATONS FOR ALTERMIT&S OW, VW & IOW ONLY VAUD FOR SuitOoLOS WIIRI A,S,O DMON LOADS UP TO ,43,& -48,13 z*,C AND "10101ITNA, 0 tri PAW LENGTH UP TO 12'-e .. ...... 11, -Cs .,.. ..... -.,. . . ... . ...'. . . . , . , , , 2. FOR NEW WOOD FRAME CONSTRUCtiON, WOOD MEMBERS TO BE SOUTHERN , I '. , , � I � � � � PINE'NO, 2, Al SPECIFIG DENSITY OF 0.55 OR EQUAL- I . FLORIDA BUILD I i � CODE (High Velocity #"fur one zone), DE J= m I - -- " No. '41 b . !� s- " " * = =,*,I . = � ­--­7� ".=, .�- --,--- 20 GAGE GALVANIZED STEEL STORM PANEL p?,y, 0A.W. - lop A BOTTOM MOL"1111srs CAN BE COMBINED IN ANY WAY TO SUIT, ANY = . 1: . - � '�� 7� -It'. sl IE , )Irzz, �1 -� - ­­ �Vo,�, Iq r�— / 109�r-o­ GLOBAL PROTECTION PRODUCTS, UC. a/ZVN.o am l ­.. - INVALIATION, --,-- ­­ � RIIQI�: -"""',6�i Al:�4--;�-:- 4aw &W. 51 sow Mo = M, 3314 20-176 -A 2 / :;;�� . MK" ­tK.-'A* "WAW 7"44(Mv" -7&0�r,IxjW)S"-vv 4-J-1.1.1m ­11ol-0, ,,t - - 141, IF ttr� N�� '. to, -00"Ia I I!!�, I N­ - i - Pa. I ---- EAL ,X,Z TAIR O� "Ll, ­ ----- � -434 m1m OF M I � il:i I ;,;ju:L1' i� DETAILS K A ; mj­ FOR OPTION k 1 FOR LIFE SAFETY STORM PANEL_$Y-ST _" ----I - 1 0 A, a1c *11 INIQ-t �T[Nb WOOD & Sjggjr,�R I ;7 �,"�v 11 � "­­-,�<­, I I I , ­­ �, il'i � � 1, ��Jl I -T7: 777- - T`­ - , , I I I - �A, j I I", VJ N I 1, 4 , � 1 , �1, rm 14 k=r­' -1 ,�- � ! � , �1 I il A , �;* I ,,�g` r-------1 1"­­ ­­­­­­, i 1; � 4`11i I f I L---,A�, ; �-] I I ED, -I '­ , l Ll , 7 - i-, 1 i � -1 �3 ; I—, I � � - � � I I � � Miiull �1- I I I I I(D � IIt. 1 I otcoe� I I ; I --� ft 4'1-i I 1 E%j -1 J -, - 91, - - - � � I I i . - I t -� ­L�­A­�L----k-­a- I -I I wwwo" 1. i It -gg� I - I -610 In Z ;m I I 0 5 I 9 ALTERMT- E -4- KU&N-AfflYL-2 1, ov, " - —i I /V. I' W ,7 g,� "O I . 4er i I -T-*4,%" �­It -4- -t � � IO I I I � I , I I 1 `C" SM14 I ; ,,-� PIR 1% - - f-'411 i 9PARATION I 11 -, r I L r, To CLASS ;- i - - mt - I " I- - � -- 7ll I I zl I � 1 i 1, � - I . ­' I xt,� -1 , , ED , � � 1 � ­ I -1 6 I � i I I a �, - I---' - So I I , h­-,� I---- � I I �-, - , I_- +� I- I - I ---!L­! �, � ill r i I- - -I - I I � - I I � r -;�'� � I c � 11 ,1 � I � % i� � ", - , �j � I l�j Mxto RA, , I wm pt'n � �j ROAHRE , 1 � , � ,� : �, 0� , I ; l , - I ­--­ i , , -­--­­­­­­ -­. . . � t , I--- :!!!:7::!::! ­­ - I , I 11 � -. i, I I i , I �� i i K I I , � �, � �1 " �i ll�ll I � " �­: !j � I s 1, i ko " I V" ALIERIAM ALIERMT /f -4 -11 ,4 �,�V ,�j L Il � to W/ 1 ffr . v nc, &� � , l � ol . I ,:.,!�.­ - ­enro.v ��l � I �-- "'. W " MA. 0 " — - - - ALIERNATIVE WOOD FRAME CQNX -DQNS A AN098 LQ� "V*-Em pmamit ;FmkE * W NIMPLAITE: FLus 6 tr ag At I 1/2;,��. , ve � I' SCALE -ATIONS TIRDOW PENEIPA" In owmRs . MATE 4m N`mTA Izvn W IN00N Tot` VIART, VAU-MMUNUNWALLAIJON o"Ist"'OnIN, , 0' �,JIL17p**S, sIALL, SAr - 0 %, . I, � ' 5 f :1 � t4o� 7 '! - z . � FLORIDA BUILDING CODE (High VoIocily Hut cone Zone) - - -I= . - I t ­. I f 1- % � Of - 'Cr- -am ltn= ,w-, 1 20 GAGE GALYARIZED STEEL STORM PAWL I IF �9� I !39 AREMOXV " "WSM WILMUS W"n, ASO DES101 LCIOS UP 11) W ,%. I't R% �,�-*F --�� LOWH un In 8,-g,, , s O - �z ­'> - - -* - --- L --------* 11 - ---- - ­ - —1 N PRODUCTS, I I - - - \ LOBAL PROTECTIO LLC. IL ECOteit- \I -.!! vi'l2va" 0-.TE- —� z tog MOP m FRAREE CONSTIft"ONCInmw TO SEE sgunloq� PO4E v I SPECIFIC - � SL �r WV, �,� ... � .00 swr 51 smm TKW imimp & Ulm R­ 3W4 , ,Z - "1144- ,00iy N "A - Mto-, -,Fg� , i0F,)mq­75.IL Fm muMme-em 20-1,76 ­­­­ P't, m�-Aamyow� E*-00"? 9 - — I -I -I � ImT(NA Ituff'.- P-c � -��11 !== I ­5=1�11 � -0--i a) (D = Cn -Fu (D -1--i 0 1 -0 > c- = C) C) -4-a " III- -0 a) a- = 0 a) c- 0 L- c Cu -0 a- . 'Fm-I..- (2) a) 0 — vj -= (1) -0 C, -0 -0 C= 0 -2 - = a) L- s_- C: 0 UL- — Cu L;= ,,- M 0 ku 0 > .(" -0 E a) 2 Cn 0) L- -1-0 . W ku CL C- CU ,�2 -4-0 c- , �- -0 . c U) < , = C, -0 := cu -0 I > LAJ C) -= 11 � . �;- g .) =- L = (Mo C.) C, cm , IM . _; - E U_ L 2 cc 4= 1/1 -= ��, W tic 2 C- � 5: i `0 , " ;_ " 4 -ra 3: :5: C" W = . - (j - > = , t-- - m =- = . - I, j2 = 7 E _ z Ca 0 a: u 8 1 z W mi i " a) (D (1) = -4--j 4­0 U) :3 m > 0 L- C/) 0L CL < (1) -4--j 0 C— = -0 (OZ 0 L- 0- 0 (a) L. W Cu " m :3 W 7i; < ;z 71 < __j a - SHEET NO, SH 1.1. ra - - - - - - ______1 ___ -- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A, 20) -- � .1. � � I 11 � - - I ­_ 13: MAX' 3A/ I AA/171 U/la, wm 49m. 50/ts, 3" MAX.: I MIN. sw/lq. 7AW/19 & SAW/20 sI 78W/iq a eft/20 I" 11� __ 1* . D.M­C4�- ' , 1: 0-1 , , ____:_­ - I ---. I � _. I 1! -] - -_ - 0 I I I-o ___ ___ - 0 __ ___ ___ - 0 - __ ­ -] ___ 0 ______ - - 0___ I �_ _____ 6 1 � � ­ ., i ­ _7 I— __­___ � , t I . , 7-; --- 7­- I I I - - - i . t , ! I � I I I - 1 � I ; I I I j 1 1 1 I I � j I 77 i i i I I 1 1 1 I : � iI ; I 1,� � I I : I I i 1 1 1 1 , I ,, . � � : i I i 1; t I� 1 . J i � I 1 1 � I I . I I � 1 it i � , �i i I ! i I . . . I I I I &.0, 1 T, I � 1 �, A : � WToxAA voev Poa � � I I if UFF swcl(�. .-IEL � I � � I.E.A. I A.. ,�� al " DNIO! I I � I I ' I I . I : � � � I I " : i I . I I ' ' .- ­ - � - ­��______._ I - 1� 1_ . ',_ - �--��..-�,-,--�-,�---,�-II.-��-� __ _t I - _____ ___� ­_ - -_ - - ,:-- I I 'I _ ___ .L. � ,� ---------- 1­1­11 ---- 71---7, __ - _­ __ ____ - - - _ I � j! I - - � ; , ­_ � " ___]�__ ---,-" `_­__�__1.__.­­ii . I 'fl �.tk PANEL LENGTH _11�v I i '1,(.'.-"'I SA, US, _�__I - __.11' � I � ,*�4z, I ,-i i "amm W/7/6-. . 313e I it I f vpNR NUT wkv" Ar � ! �, I HEOWLE) i . i i . "I', i i (SM SC, � i � , I � - ­1 I � I : I S. : ," - -, �� 4", , ,WWI I _F 1w """ I� I � " , I " 1 ,,,,,, - , ''. I ; I � il . '� - ___r - ­ ­` I � ," I—, - �, t I - - - , - i I- I , i I ! ; � I � i I � � � � 1 1 i [ � I , , I I J, � ! � � I I i � � �1101`1 I , 1 1 : I � I . I � i I ? i I I I - ��_ - - -11. - - � 11 �_[__.___ I I . 11 � I �_______ 1. ­ I - ,q I— - I � I, � I . , I � I � - � � ­ --- - -------- ­ ­____�_1 L-11'' __ LLIL-1-`� ­ --- �� ­ I --,---- i­11--i , 11 256- , � I � , ­� r r . I 1� I , � i " - 1 te � . . �� - PANEL So"O. CORKERS -�, , I � I I -1 O.M_`;Rar@� 110 : , 1 - i i __ , I I - , I , I I IA , - - I .. . I � __ � - I ��_ax� IL*3A/17 &A/17. � 7T., - eNGNJTo1vT*Rw - t;%�-, w". ./I,, 3- Lw. I" ORC "W/Ift, 7AWJI9 St SAW/20 EXTERIOR .,�. , nw/19 a SOW/20 I* MIN. - - - - -- -- --- - - -ANCHORS (SEE SECTIONS 014 SHEETS 17, 18. 12 & 20) -- ­__ - ___ � I I � - - OPTION 12 EQR LIEE SAFETY �TORM PAL4EL�j ELEVATION SCALE 3115--l- 'Ir - w i'�, i (DOP 9 2.47u� __ 11 F 9. 0"��,.' � .,m UIT S.El cv-@ I - � - , C, I PANEL . ­e_ I i,_ �-,�-�--,--�'..-;,*,-",�m����zz�4-��- I '. - I I, I �_t -­ 1/_ ,­­ ­­_-��_ " , _�� � *T,L,=­­­7-, i '. � , , �11 , � , wN,. uLKv I --�, ,,I 4� " � ,� " - ­ , i , _,� �­-1-14--NI, N ,- , I \ / , \ ,/ ­­=­��____ I ­��=O�� _ �­_ - ____\_,/__�-. _z__­1_s, .:i/­.­­A EXTERIOR L SECTION A_ -A SCALE 3116--- I.VLV�iLVILVITZM�lm!]*ILtlma;44.,t.11]ZI30;lu- a mkmr.xm I I$ .j41W4*;1;1fj?dqJzLwJvj.1j AWjr1m;r;1_z1q1mq_:q U411111 MAXIMUM A,SO_ I I Mflx� PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE i L (ft.) TO GLASS OND[T C ION � I (SEE - RATING (P-1.) - SECTIONS) I +55,0, -72,0 8'-B" I __J_ - 2 3/,,1 - i I UNBOLTED INSTALLAIJON DEIAILS FOR OP11014 02 FOa UFE 5AEETY STORM PANEL SYSTEM INTO EX19ING WOOD gfflj�TURES � I 1 Z - , 11 -- - F. ,- �� 11 11 -1 . I ___"T'm ,- - - ­-1-11.." � - - ­ �­ I , � i I � H ,� . I ;�� - 1,,�j � e �i: I � 11 � f, � 4111", ! - , i I __L;_� -_ � I - 1: I ��': ­­­ ,I , .11 - - -1. . � . � - - ­- I --- ��;Ii 1, � ., I - I , , � 7�1 11', , , 47000CIRrER " - III V10,0 HEADER I , �< �. ,�� - wow HEADER , - � � I , AGOD WADER V3 ,,, " - ;*a, 1, - t) IIIFOUREO �, _� "I! �.,�,, - tO.I.- I - I , 11 - .1 I ; - - I a Cut I � ", 11 11 1, I I . , I : , , , - I � ' � , ------- :L' ", �- 1_. ,:L, .# 1��__ � I �� f TA C. Y � ,� 1/-*O TAPCOK 0 V 04� � "I � . - � 111� ____V ,/, ED . 1, 1. ,.". Ii 47 1 . � " -1 � , ,_ __ 1'� ' J',� _ �_ ,__ . 1/11 TAPCON 0 IS' 0, . � �_ ___ ]� �11 AT MIN 0 T". � THREADED 11 " 1, 1 4 �tl � I�lg N , "J's, 'Q4 N Nit WOWED 'i�� N �j , : , , "We , IN 1) - , I ��'. - It� / L A" N AT WOOD lt.1 � '. � , 4 ": � � WADER I I . � � , , '[� - I � �, " � �' lrl 1, , I 1, I � r �1 HEAM �� � , � � � / � . � I . ,, , HEADER " : � HEADER I !�! 'I " �,/ I , I �, I - 4� I . : � � . - � I ?" lij/7. - .E416i � i� 1044 " : = 'I I � I i� = "i 1i 'Ife - � � _45RO114 �,,' - ,L , , -*S. � I 2' , - / , 1 "/4, . �, � - � M,Nt , ', . �*­, , ;_ 1; . /2, .� I � I I i /91 , 1/4' ,, , I 1/.' 1� 1, � I I 1 1/4 I , I -_ I I I , 1, � , ! Ma. , � NIP, X L'' a � I �. � �__ _Max_ I � I . I , i 11 � ,. I 1 : 2 � � i : � I � I I 1. � I I T I .� I I i 1 2- , I � . i I I I . MY, , �, � , � � I I I I I �� � I " 1, ban , I "I I IA. - ; I I I I p .1 %] �i I I I ,� - . , il � � � a ,�, - I � �: ____A_�l �"l : ; , a ,. �i� - ,____j I - - ___�,�. L - � I I "' I I - a I I , a � t � [ .- , - I : T I " , - : , � I � ; COW. ; I Dow. C- I , " L ' --- - _� � ., I . I � I I �_ - - : � i -, , . LIWL�� � I _� _jtjj_� : � I i - , i GI I � � 13 1 1 rs , 1 � - 0 i I , . : I EXISTING 1 - v­APoN � ; : ; , , c . aUs, F I In I EXISTING I - - ! ! i � 'L, V_ LASS � .L. , --- I ; � PANEL LENGTH (SEE .C�.E - : I ! ; - GLASS �- ,.'=. - 1 : I ON � 'ej i I (SEE NOTE I BELOW) ; -1 "L7 i I PANEL LENGTH ! " 5�� 'a) � 'L, M- I I 1, PANEL U_��CnA � (SEE NOTE I SELOM � I I 1 __ wnw� : " I. PANEL LENGTH T. .Umn I I � �, . (Sa NOTE I BELOW) EXISTING I i I m4c�� - """e" - : . , -%I- - �) TO 0,eS t EE NOTE I BEIOW) . IVX SCHEDULE I I , mm��Im E3,6:ZAT � � 11 - - , AV I- 'A. I - I - -- - I , 1 4 . oK ovr� To) I � __ I m � IS) : I^,­20o,* - 1. - __ I f I I ,�-­ I ; i .,- I - - 1 , < : I S's wm +_ , z I - -1 i ws. W/ i - - , - - 1 I i I � ! 7/8"t , 3/3� 1 1 i I I 0 3/32- 1 � 7/8. I WING NUT .� * I I I WING w I I I � : _ I -��_ - 7. ­_ 1A - , � - 1-11 � - I I .], � I I 11 � - � - � -1. 'k, '* _ , :�-- -.Ie�,�, - - I - 1,11, - - "... ., - - , �� - -­ ,v 1­11 11 I - - ,'k - ­ - I - ------ - i I F , , , "I -1 � 11 I : I T � � I I I I I � , I I I 11 � . � I I i � ! ,4 _'_ , il -- I I I Ie4-0 TAPCON # 1 1 i i I � , - 4 _ 11 i I I I I I � LO-TINW11.1111/1* I �� I , , , � I I i � - I ! 1, " _­ . - - __ , - - ­ ", I - - - - - - , __ -� � IT I - - _­' , , � w , __ ___ - - i PENETRAT , ; i i � femim ,0,R LTE,� L7� -, . , , , - 3 - i F I I , j � , -_ - � I � � i ! I I � I - n I r_1 : � 7!! 1 11 i ft- 1 - (p , ! �% � a,- : , , - 11 = � � 1 I i I - - I I ; - i i � E6. � I � I* - C I. I 0. - I 1, u I M, � :1 - . - I-- - - - .- __ I I 1� I - ,� ,� -- , . . .. I - El . k � j __ - __ - - i , � - I ib .1 ; I , . - 1-1 I- - - ,;. I ��_j I ,_ __ I I � E6. - : . I a � I ,� , . � I � -Ig cow, � � , I ---@ cow I i - - � � � 4'S.S US- W/ k 11 . � I - , I I --- - , - � , 1/4-0-20,3/4-5 & M.S� W/ � p W01 NUT . ' 1, � ,� -* � 3/32' WING t : __', - /2 . IT T ­ 7/8 0.3/32' YAW NUT I , � , . I I ;� �� _1 IS I i � 1 � I 1 4 � � 1, WASHER 0 12 1 ' ' C I � �" WASHER (WMND) , � �7jfl*. . 3/32' WING NUT I . WASHER 0 12 1/2' O.0 . 1. NET WASHER (BEYOND) I I , . � � , , 12 1 -0 T!�CON 0 V O.C. - � % � . . I I " " � 1/4 . '4"o i I 1_1_j � 1AFCON 0 S' O.0 � 11 . I a a' Mc� � . . - �. __ __ - � . - ,� N - I 4=1 / STUD) 11 I � w; PE/"/ 2 , , . If . ,=. THREADED . I !f; STAGGERED W/ STUD) I I - W/I I/ LIN. THREADED OF PLATE �� , , - - - -1 I j *"'On T1qAD1O I - I - MIDWOT14 I I , I � I _._ ._ - � A. .11 : - ------- - L PENE= At WIDWIDTH I V I IT MOMOTH , 3 I - 'I _-, ��_ , , " - I PLATE � 91 WOW PLATE � � L_ OF PLATE I OF PLATE ,-, - -1 _�" -- rp.U-0 []_- _ I __,,_,_­_ __ C�I RED __ __, WOOD PLATE ,��o� 0,14, *000 PLATE ­_­ - 'RED - -- -­ - Aidum 1INk INSIN"ItON WAI I I ION w&"f%WW WALL MOUNTING JHSAIJAM EL V AWN .2 KMAM PAN ALTERNAME Zft SN ALUXNAMT-M SCALE 3/s,_11 it LJEE SAEM 1ANEL 2 RMLAR SCALE 31jr-j' emu 0 LIFE SAFETY PANEL - 't,40101444" Smt 3/r.1, SCALE 3/s.." ol" P, Titz ,%, 41�� ..... /P %, ,fr,-_,� *��0­­11+`,� "P& ..* st , �� "k FLORIDA BUILDING 1, nVITALLALIONS ARE ONLY WLO FOR tLDIWS "IN A.SD. DESIGN LOADS I- .1 . CODE (High Velocity Hu Pon. Zone) a* UP 70 .55S, -710 PSF 00 PAWL'S LENGTH UP 10 W-8- � 11 t4o� A I � �� -, K. FP .*= - I . - 1 20 WE GALVANIZED STEEL STORM PANEL ­NAIPI BY 2 FOR NEW wow FRAME CONS;mClow WOOD MEMSM To BE SOUT"r," . - z - :;�_ -, _� , - -----\ PIKE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR COUAL I * '--. S, E (�-,_��__2_- ___.'Iz� / GLOBAL PROTECTION PRODUCTS, U.� '�'-'ooc __ 11L1EC0,.,_ \ � "'I'.. PL "S?�-­ -* - S.W. 11 STRE , ,� zx� �m . A ....', �.6� I 0,514 "I" IL � 1(.x.._..1 20-176 "� �� / -x - . - - - - � - )WIT-5, F� - - " 11 C:,.,,Ii 1 - - - PPO ­­ a I I I w jk� - I,,* 11��=,I, mum,N0 - !�-j -0, ... Iiflakll"�F mm,� . i - i I - i - iw 4r, wlllpit F`q I - - - ., - - . I I POURED CONCRETE - OR CONICAWFE BLOCK REQUIRED INSTALLATION DETAILS FQ8 ION 402 FOR LIFE S AEEjY SNaM PANEL SYSTEM INN EXISJING POURED CONCREJE OR CONCRETE SLOCK-ST CTURES m T,�4- TAPCON ANCHORS __ - ,1,1�4' TAPCON ANCHORS : ______1j4' TAPCON ANCHORS 1;4' TAPCON ANCHORS � 0 2* D.C. * 9. OC, 1 _;6. 91 DIC. I I I � ,,1: 9, D.C. RETE L I "": I I I ,_ POURED CONCRETE �'111 POURED COW . �, POURED CONCRETE I , BLOCK ArOUIRED --,.I ! ___'1 -,7� 1/4' . 1/4- - I .... .I Lw, �, j M... %. - - - -­ -1 11 I : ­_____f ! �. ... I � : ' �­ 4 zI I D-4 I . I E.. A .�,� I :, . I� I , � : � , k,,,� , , - 11�. 1 : i I �-� i'L ,,-, I , I � I 11 �,i,T �: T_ � � , 1 _.,nI � � - ,I,,""', 1111��" ql� I I- ,=.r. - , � saIF w � ! I � I Ij e =1� � j CIE K i ; ! f I 2 g i I � g I � I . J. ,, I �; . ; I , � I i � � I i I i i I '�77777 � . , _1� 13 . � -1 . F-0. " � I � 1 4: " , :41 �* ___ I "' �[.___ : - I I �,, - I" -�� - t, ""va.. , vsr "O KITT � WASHER 0 12 I/r OX I I W TAPCON ANCHORS . _ , a 4 1/2' O.C_ (VAGGERED W/ STUD) CRETE � " MROtnNGROENE BLOCK REOUIRED WALL MOUIQNG INSTALLATIQU SECTION 3A 0 REGULAR PANEL SCALE 3/8--l- I � ". , , - 7 "I ; - - �-,:4117: ",-"�.., �,s,, `� - I . If : I- WNWON . � Cp � � r � CM M. �. - � - .-I .11 f I 41Tj I -4 i L I � 1� � - �,, , f I �, g - I "",", � ; 1� : � t i 11 I ," -.9 z I �, I , '' , I., Ir ­­�,x. , ! , .., , I � �,In , A ; WII4w. I- 11 r-1, - - 4 I . I OVID WIP � i - I I . I . ­.. ; -_ �_ 1�r - �­ --, . . i . i � ! 7�7777 :7 I � I .. ,-, , ED:. " � 1-01 � :�,-, I I i Lr�-- - 1. i I , �_& I I N L I - L_-) I ; � _1� i I I ". ! fl � ,VS** . 3/32' � 0-t NUT WASHER (af-vw1c) PNMRS ­­""TAPM a ac� z (s7=21 MED W1 STUD) -OURED CONCRETE OR CONCRETE BLOCK REQUIRED )UNTING INSTALLATION SECTION 38 0 LIFE SAFETY PMEL SCALE 3/8*-I' SEE SHEET 12 & M FOR ANCHORS T"PE & imam TIN I il!70 � SPACIW FOR INSTALLATION& WTO I= - .am VACM IN I FRAME BIRLDNIG. QP& ANCHOR SPACINGS AND = EDGE WAMOL ARE .mICAtm OR SCHEDULE MR F D LESS TRAM 0mr-ATED ON SCHEDULE REDUCE ANCHOR SPAM BY wUUTPLym SPAC.0 SHOWN ON SCHEDULE -, - - z_ i ) - �=W, __L , Amk Em am wX0 FAMOR by THE FOLLOWING FACTOW FOR -1. W BE POSPOLF. REDUCED 'DWRON ' - - _­ -1 -1.1 ,�'/� - _ --- ____ __� SPACK,C WWNOD WNO FACTOR SWA� NOT ER LEM I, MINIMUM SP.C.4 INDICATED FOR FAc, 'HoRt TYPE ON THIS SCHEDULE I ". ----.-.- I � -1 - I ____ - , - -_ �7 - � , _ 1, - ­ ­­_ ??_1 I I 3 ."r - OR CONCRETE � BLOCK REQUIRED a 1 50'. 1 ' , - OR CONCRETE . - I " ­ BLOCK REQUIRED ' A -1 , __ � I- , I-E � I I � ' � "' , � �,� I "' '_ .. ,/,. - I , 1_�____ __ I -- � E�a - ," I . ,,��, ��. ' 1 � � ' - �, '�' �,,��. �j � , ,� , - 1 : I -7 1 � I I , - . � i 'I" I CONT ; I i �_. I - t� I � I I , ! � , I I - 1 �a _(3 - - r = a, I.) � I ! - I h mfy;._I � I I I r I I �, I � 16 " ". � I ". I � , d F, � � i I , ! 1 � .4 �f . ,q I . I 2 ! I ; � I � I 1 . �1 . I v .1 til Y.4- -I' - 1� ., I I �', I � 0� �Im -,) Ia � W/ 1/8..: " � oj� ��� , F , I -1 � : I I I i ... - - tl i i I - . -1 -_ __ ­ . �1_ � I � ; : I 1! P., � � � I I .. " 1�i`l�"­51`."','�':,, , , � I I I � ; I I I I ,� . (3, 1 , - En. ", 11 ­ ! o , ! [ I . . � . , � I . 1, I I I � I L - Z�, ___­ ­­­­, 1 _E­�� �1'. 2 " ,�!� , �*�;"2,0,3 ,�l ,�,-Ss, ma W/ � ,/2* _7_� _ 1�1. ", � I. , - - , WING NUT WASHER r ._R , � ,% , , . " I f " 0 12 111� OLE. � � , 11 .1, I , .. �, 17 � I I - 'I- � -,- J,___ . ,)F"� I 1�4::;�20*11,'S.S, X& Wl I � - �,�, i - - I � _1/11 /3i W14G NUT WASHER , I 1�1 I ,. 1�1 (BEYOND) , i I ! � TAPCON AN Oft 444' 1/2" O.C, a i i � I : I ­ _�=0111 : a 4 1/2- 04, , -, POURED CONCRETE OR CONCRETE ELOCK REQUAED WALL MOUNTING INSTALLATION WALL � eaumo C - ONIcam OR CONCRETE BLOCK REQUIRED MOUNTING INSTALLATION 0 9596MEL 2 SCALE 3/S'-i- Ljff�ANEL SCALE 3/8*-1" FLORIDA IN5jA_LWI9N LDFJAILS FOR QETIQN ,#2 E0_R LIFE SAEETY ZIORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I ,_,_,7__.__1 _�­Tl -1 11 -.1. � ­­ -F- -- . , , , I I :­ �, � r I ; 1 I------ I I ii , i-I ��q - . ;; I , .� �', 11� 11. - "I I -, - � 1� , i '. � , I � - - �11 �!, I , �; I , , ­:' 1, �, L­'� ,�"j . - - , �;; I - , li "I �,_ 11 I I - , 1-1 , �) I ��, I ,,, ; , , 4 � TAPCON 0 O' D.C. 1 , " � � �­ *0 ,� I 1, I , , I I/ # I'll', .... .... W4 TAINCON 0 V ox� I ; , ,--- __ 11 � ,� , W/I 7/9" M N, THREAM I - I ,�i 't /, 1 /2' LAIC THREADED ..... I I � I I " , . . I , I 11 � �!� 0 "', , 14 , , PENEMPON AT WOOD 11 �; � , PE14VPA110N AT WOW � , � � I , � ,�� HEADER ", � . , HEADER 11 I " i " � I', 1 , I, � , � . ", If , , ,�i �/ j I I , �, , ii� . - - - I * w� , �. )j 11 I I . I : I , _ - - , li� :: ,/2- 1/2 -,J4 1� . I , I , I , , � .11 ,I/., i , I I �. 1, , ", 1 =4- -, �. I -_ M­ --- -., � I 1 . I - I -T MR., I ­­ � � WOOD HEADER I , "' 11 I . I I - 4 ! -11 ' � , - , � ".. , �. WOOD HEADER - A - - -.: - , I ,� NK, � It 1�_ : 1 I , h I REQUIRED REOLI IRED 1 7 � . � . � L--31--.L � I a .� I � � - a I ,,�, � : � CON't . I , I . I ,- _ - - � , Com� 2 E �1111 i__ .w� ., I , - I , i I i � . ;4 , ; � - �L_ � GI I . � I I '-p I � I 1 .� . ! ; i I . I -_ - "" � ! I I � � � m SONMAUE I . I I 4 EXISTING i 00 SHEET It) ; I I � 1 VL, wmeofa. � , CLASS-1 I TO CLINES I 'L, M.. , , 7 1 ,L_ M.. i -- __ I SCHEDULE- __.­11 I—- 1_1 -1-I.- �' - -_ PANEL I PANEL LENGTH ___ -I--- - - ­ \ LENGTH � , � , Ism ; (SEE NOTE i BELOWJ I - _j A SKEET, Is) � 1/4'0 20.T;-, -t-, - _ -1 I � (SEE Nm I BELOW) , , , Is �s 'i ". , S, 1.1 , I I . I I , , � I , I I L- I I r.. � �3/3,2- 1 � , I 4- - - , , , 7 '�­:� , -,� � I NG NO, 1� ,---- - 11 � , I,-, ___­�-,__­__. --: 1: -1 a. V 1�1__ - "' " , , T 1"', I - i ! I I f ---- --- - ---,- -_11 I ; I I i L. i � � ....... I I � I 'I � 1 � - � - - - - � � , i i I I I I � I - --- - - , --- __ - - � I I I 41 - I I ,I -- ---- � ,:�Ik_ - --'.- �- _­,_ , , , I � i ! I � � � I � . I I I (1) I � � - CD I 11� - 7,77 : � I I --- ,-, I I �, - . � - I I � � I 71!97� - 1 I � It I .. 'I i , � L_ I �� I . , � ' � I I . L . ED, . i , � � - - "I I ---- - -, 5 - , � : ,I I , �.: , A " I I ED' -- - --- �u � ,I- � - __.-- I- - ___ __ ____11 $a .*, � I I , , - L , � ­ - ED - ,� , "', 1 ED. - I � . I I I I� p, I--- I - I , I , ___ -1 .1 L-, I I � w - I � . .1 J 2*.4' WOOD I I � I I i , 7/&"O s 3/32' WIND NUT 2"O' WOOD PLATE . ;� �?/8'0 . 3/32' WING NUT PLAM - I WASHER 1-7 1.� i 0 6 1/4' O,C. REQUIRED � ;. I � � � WASHER 0 (SEYOND) REOUIRED I : t �L , il� I I � - � �'� ; #14-10 PANEIMATE PM - - � 1;�� � PLUS I , � i i i I - I I il ---- ­_­­ 114-10 PANELMATE __.,_._, , , f! I ...... 0 6 1/4- O.C, W/I 7/0 . . I I 0 6 f/4tAC`C W/1 7/8 . I _____ __ __1 s " 1. - ­ I ! � 12 ' � � 1, �, 11�], MIN. THREADED PENETRATION _�l � �fj MIN, THREADED PENETTINTON -j i i I �; 1�11­rj AT MIDWIDTH OF PL47E J � � � I I I AT MIDWIDTH Of PLATE 'I � ­1 %'1-L " � __-.- _', ,_ 1". ��__ ­�,__ 1_� - - . WALL WINE INSIAUA]ION - .1-1. I A,.-,, - - - - - - - - - -.1 "VIA00""knN 'A'Ai pk, Tktl IN& ;� I,, � - SCALE 3/0--l- e,�N. .-,-- -­."/p, ENSe .,.. 11_�. SCA14 1/8- T . FLORIDA BUILDING CODE (High Velocity Hu Come Zone 1�*"No, I 11 ­_ � - 111=1 44167 ". 1 ox** � MI -1 Wm 1 20 GAGE GALVANIZED STEEL STORM PANEL ry z : DRAWN 01. � * B _:z- I I BUILDINGS WITH xsb� DESIGN LOADS z � � � � ,fWA, Uk"S ARE ONLY VALID FOR * ­- - - UP TO �5 5� -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' B *,� SATE (�F,1'2 -----:-.--.> - j.rr--�� - / - - S. - ___%MBAL PROTECTION PRODUCTS, I.I.C. ',�,,_ S-O'. JiLrECO... 7 FOR NEW WOOD met C ON: WOOD MEMBERS TO HE SOUTHERN , .8" &.1 51 Sqw , _nrX G - " oR0w.Ap;v__`f!1 tam � , . , PIKE NO 2, W/ SPECIFIC SnY OF ,55 OR EDUAL- %,A�l ',,,,,�;�,,q .. Twr I - .... �Tuo_ -1 -m7 20-176 -_ (..)MW­1-.S- F­ (".)m � /� 1 ��.,$�T _.oPM__,m -:� �, IYAW�. N,,. - ' o"t 4.t�t�:Z/.�/mm (A-00001119 � - - I- OLTM I I , I - -- ii, I n '� - - M OF U I . TAUT ,- P-L Lk__ It '"P2 1 1 POURED CONCRETE OR CONCRETE BLOCK *4OUTRED INSIALLATION DETAILS FOR -OPTION #2 FOB LIEE SAFEIY STORM PANEL SYSIEM , INTO EXISTING POURED CONCRETE OR CONQRETE SOCK STRU9TURES 1 1,14' TAPEOR ANCHORS ,16�'4'. TAPCDN ANCHORS 1. 0. 01C. I , q O.C. 11 I " 1. POURED CONOWTE I �'�- I 1, 'T ___ - �, - ___ � � E.D,- , � , . � -_ I I � I � , � ,__.'*I � - , : � I lt��,, ,­�:§�*-13 ,��, 1, _-J : %1� I I � 1 I I I I , -w-,rn ; - �D , �� T_ iK- -- - I �, I : � EA � .X- a § 4 1=9_11 I 1 I I I ; I I i � 9 . ,� i I i I I !a - . '--, - � - ,, �11 , I " . I x � .N I : � I � i i i � i iI � I i I ; �_ : : i : , ! I � -- - , � -�,�77 i , �e�j'r ' v I I I � � ­0 1 ,,, 1 ,:, � � EoO �, : . � I : - i "'Irl � � I � -, � � p I , I 'mimm� I 1�� - - - , , O�-PANELMATE PLUS 1118 __ ,� W/ I.-I OTD'O � 1 3/32' WIND NUT WASHER ; D S 11, , OC, i � I'Ll, I I& K REQUIRED WALL MOUNTING INSTALLATION L SCALE 3/8'= 1 " SEE SHEET 19 & 20 FOR ANCHITISS " & 06101" TIVIC __ 1/4', - / I -ift d SPACING FOR 06TAUATIONS IM WORD w, ,mcKoS Iwevem (�) 3 3 1 FRAME BUILDIND EDGE DISTANCE ARE 0MCATM ON THIS SCHSAIX TOP ED, MESS THAN ON SCHEDULE REDUCE MOM SPACINC ST MULTIPLIT14 W-Cm SHOWN 0. SCNEOU`s� AT __�__ 3 �� Amm Ism ow mvmo rmm 61 THE FOUDWIfet FACTORS FOR THIS OPERATION TO K PaSSTSUE, ASSUCIED ­1­1 .1 - 11-m1b I - I I m ­­ - __ I VACINC, OWNWED USM FACTOR &IIALL Men WE - THAN MINIMUM, sow," wwwTED MR 01014 WOM TYPE 00 THIS SCHEDULE � � I - . � 11 21 ILK- - � _ ...... - - tr-'__ 71__L____LL_'_'___ , - - -- I 'w - I ­i]ii " I I I - � OR CONCRETE BLOM . _� 1'� REOUIRM I Z_ �, - 1, 1/4" r �, MR.- - . - � - � I E.64 -'� I : ! " ,�;�� �Jkj�>�� , 0, ­\­ Epi`-...!�4 . I �c se . - f No. 44167 .1. * : I "s, :, 1 1 � I � :�il "' -�, i I _,,11�1�._ �_ � : 12. i I I 4 I i- � � I ! -, a I I- ,9��_ . T I;HSD '.) ; � - i i I I f ! � 4 1 -,.- - I" I 11 I h �_ - I � _,�_ is s - ,� ­ ­­ __ I �, � � , I'll I __ . I - ,- , !d i I , - t � i I d � il:_ ­,",= - - � " __,, - �__, 4 - i 6 " 53 . �"Sa �_ - I , I . . � '. !_ 4 , , - I � T . , . ; � ; � I -1 __ i . t - - �- -_ - -, - 1 : I � I I i I � . � I I� I I 1- ft? S- ,� I . , Ca- �, � I r �� � I , I ­­17 , 7 -:---j __ - , . _t I I �_ .1 _ _ , 111t4i- IB�* PANCLUATE PLUS 1* , 313r WAG NUT wzm fSEYOND) I _,PW.ROD CONCRETE ON CONCRETE: BLOCK REQUIRED WALL NG. INSIALLATION SCALE 3/8--l- mr, sWjSwtURE10A1t C" v " .41 q_ _j =) AURR "ITIECD - :GAGE GALViOkNMrLtD SMIL STORM PANEL .11 .� __ . , " LID P TECT GLOBAL PROTECTION PRODUCTS, LLC. IN /24 0 *N. � L2O ADD s* W STRE'D QIW- TL SIVII4 X�,� , INNW.-- Nmpft-'$N� is" . . RWR_M? :�_ := � ,/� __ No * "`RW . .. m .0M1_001Au11y. 20-176 9 .�_Iw Z7 - 0" 11-1.1 - . - . - --T --I - . �--T -_ . _ I ; ITA0,94 N. I E-Z 44NC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D-) HAS BEEN VERIFIED FOR COMPLIANCE IN S I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELW,E FEMALE TO & PANULMATE PLUS INTO CONCRETE ACCORDANCE WITH THE "20 (AtI EDITION) OF THE FLORIDA BUILDING CODEr BLOCK sHN.i� BE 1 1,/4- LESION WIND LOADS SHALL BE DETERMINED AS PER SECTION U520OF THE ABOVE MENTIONED COOL, ELZ) MINULAA EMBEDMENT Of 1/4'0 X 7/15- CALK -IN ANC40PS SHALL BE I$ 7/8- INTO CONCRETE, FOR A WIND SPEED AS REQUIRED UY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INStA"D NO YMBBOOMENT WTO 44Y FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECUONAU'ry FACTOR KO-0.8$. LIM AS -GE 7-16 AND SMALL NOT EXCEED THE Mkx[vUm (Xj� 1/4 9-20 SS VIDEWALK BOLTS USED SHALL BE EONC ENCILIGN(SINCIAO ANY FINISH MATERIAL E)OST To � ) DESIGNI PRESSURE RATINGS INDICATED ON SHEETS Is & 26. ENGAGE 5/4- INTO ANICHORS. W ORDER TO VERO THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 7-16 $KUL RE i'TIRS1 REDUCED TO AS& DES" WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER To 8.3) A CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS HE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX� (AS,O) DOEIGH PRESSURE RATINGS INDICATED ON SHEETS 25 4 2$, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 8E_49NO SUCH FAWLS, ANCHORAGE SHALL BE AS WENTOINED �N 8.1) AND IN 8.2). IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON IRS P.E,D. AS TESTED WERE NOT OVER STers=, A lmx INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS 8_1O4 DETERMINED IN ACCORDANCE WITH N_O�& 2015� (C� ANCHORS SHALL LIE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7K ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT M40 FATIGUE RESISTANCE IAS BEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING ULODRATORY, INC� REPORT If 2032, AS PROTOCOLS TAS-201. 11 ff %LAL1 BE THY RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTIER TAS-202 AND TAS-20. 15 TO BE ATTAC44ED TO INSURE PROPER ANCHORAGE THIS SHVIrIER IRALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2. T1415 SYSTEM KAS BEEN DESIGNED TO K OW,ALLED ON THE OUTSIDE Or THE OPENINO ACCMINGG �RE OPENING FROM THE OR WOOD FRAME SUILGINGS, INSIDE WIG THE USE Of A LADDER OR UFT THIS APPIJCA7ION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUFIZR COMPONOWT EDGrS WH" REMAIN IN CONTINUOUS ,ROM THE INSIDE OF STRUCTURE. CONTACT WITH THE L'JI0DWG 10 PREVENT WIND/RNN INTRUSION CAULK ANO SEAL SHUTTER TRACKS All AROUND FUU. � 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN d'ISTAUATION Is RIEDVRED M. SE LENGTH. PERFORMED FROM THE INSIDE Of STRUCTURE- 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INCICATKD IN ING DRAWING PLUS ANY BUILDING AND MINING , 4� SERIES 2000 INSTALLATION is APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTA, SLICERS STYLIE WINDOWS WHEN REGULATIO-45 PROVIDED BY THIC JURISDICTION WHERE PERMIT IS APPLIED 10, INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z MANG STORM PANEL SySTEM- IS PeEWIF POOM 5. ALL ALUMINUM EXTRUSIONS TO BE 60463-T6 ALLOY AND TEMPOT (UNLcSS OTHERWISE NOTED) 15� (q) THIS PRODUCT EVALUATION DOCUMENT (PE,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE , INFORMATION FOR A WPE SPECIFIC PROJJECrI L*, WHERE IRE SITE CONDITIONS DEVIATE FROM THE P.E_O 6 ALL ALUMINUM SHEET METAL USED 0 CIQSURIES SHALL HAVE 3105-MI4 ALLOY. ,L W CONTRACTOR TO BE RESPONSIBLE FOR THE SOLECTION, PURCHASE AND tNSNJ.ARGN RICLUDtNo LIFE SAFETY OF 7, ALL STEEL SHEET METAL PANELS SHALL I4AVX STRUCTURAL QUALM STIEEL. AsTM A-651 GRAtr, SO 40_ akVANVED STEEL THS PRODUCT SASEO ON TRS PL�D PROVIDED HIE/SRE DOES NOT DEVIATE FROM, THE CON0011ONS LIFIMLFD ON DESIGNATION W/ry- 58.5 W (AFTER ROLLED), I'M DOCUMEW. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSASUTY, 0 ALL SCREWS TO BE STAP4,M STEEL _V4 OR .11S AIST SERIES OR CORROSION RESISTANT COATED aAr,WN STEEL AS PER DIN (c) THIS PRODUCT EV&LADON DOCUMENT WILL BE CONSIDERED INVALID IF M.WFIFO� 50018 W/ 50 ksi YIELD STRENGTH AND SO ks; tENSE,E STRENGTH & SHALL COMPLY W/ FLORIDA 001,01"In CODE SECTION Z411-5.3-4 (d) SITE SPECIM PRWECTS SWILL BE PREPARED By A FLORIDA REGISTERED MINEXR OR ARCHITECT WHICH WILL 9. BOLTS TO 8Z ASTM A-307 GALVANIZED Sttn, OR AISI 304 SERIES STAINLESS STEEL. WITH 16 kti MINIMUM YIELD STIRLHOTIT PECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROXCT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE CF IN P. .D- ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO 1,Ht P-E 0. ENGINEER, SHAU 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUEWJ TO THIS LOTER, nit SITE SPECIFIC DRAWINGS FOR REVIEW (A) Mi_EL1EjW__eQUffLU 'Ll _, �.-RM� (.) THM PELD- SNAEL SEAR THE DATE AND ORIGINAL SEAL AND Sr,-APJRE OF THE PROFESSIONAL ENGINEER OF - 1/4 . 0 TAPCON ANCHOR-S AS MANUFACTURED af ITW BUILDEX. INC, (MIN. t'c.3122 o�j.) RECORD THAT PREPARED IT 1 /4- 0 9 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY OrWALT INC, (MIN. 1'­3000 D­ij : 114-10 PANELMATE FEMALE It, & PANELMAYE PLUS, ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS UL STORM PANEL MWUFACTUFZFWS LASEI- SK41 BE LOCATED ON A REAWLV VtSilEILE LOCATION AT S70RM PANEL IN ACCORDANCE WFTH SECTION 1709,9-3 OF FLORIDA SUILDU40 CODE, ONE L48EL S-HALL BE PLACED FOR EVERY OPENING (f,..3350 P,.,I,) LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE sHAa BE i 3/4� AND 24 roR PANELMATE FEMALE 10 & PALVELMATE PLUS. A2.) MINIMUM EMBEDMENT OF 1/4*v T 7/5' CALK-.N ANCHORS SHALL BE IS 7/8" INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH W,V&'V, SHALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH�SHOULD ANY FIN$Sh MAITERfAt "IST) TO ENGAGE 3/4* INTO ANCHORS. 00 'j"".1#0419", 'IV -�HE A %. ,��_rj A-3) IN CASE T4AT PRECAST SIDAIE� PRECAST CONCRETE PANELS, Oil PAVERS BE rQIJND ON EXISITNO WALL OR '. _w," . , , `��r FLOOR, ANCHORS SH0ILL BE LOW. ENOUGH TO RCACHI THE MAIN STRUCTURE BE C" PAWLS, ANCHORAGE SHALL HMO SU, " -EN,g'-:1�"o, e -. -% BE AS - MIF.NRNEIT IN &I) AND IN 1. 14..-- A,2)� '. . I z : No. 44167 " z = (5) 1Q_jmW7jNfi_QQwsw_m=_xA1`, *. . z = t * * 1 �: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY t1W BOILDEX. INC z - .. - ___ � - R FLORIDA BUILDING CODE (High Yeloolti HU gone Zone, -- - - -1 i*____­__1_ _p� ­ - 1/4- 0 X 7/B- CALK -IN AMCHORS� AS MANUFACTURED BY DEWALI INC (I'm.$50D pK;,) , � .- 14m uffEco W. F.P. %. " . 20 GAGE GALVANIZED STIEEL STORM PANEL - FEMALE PANELVATE _,iA�., AZftot'. J14-10 PANELMATE ID AND PLUS ANCHORS, AS MANUFACTURED BY ELCO CONIMUCTKIN , , , , I I NM_ IN, PRODUM V-2071 P's.11 11� I I - '7/2qza" __ __­11 __ "I - . GLOBAL PROTECTION PRODUCTS, LLC. I I / IL EfCom. _ ItAni, Am S,x 51 STREET IINKF F_ =LI I / __ MI.!-, __=�Ocor,"Y "w (04)."_�_!� - "Reo-am 20-176 " "" . (.0 ­_ C � oPl .- C-IX0,571. - DA,mnc .. -I! - I P-c SEAL/s*mA,.vImTE Wkm A. - .11 F.E. RWRE.�_ �f . 1, . !?i I FLOW - , W., . i - , . . , , I I _6­0 a) Q) r- Cn -0 _C'a > (3) C- " -a L_ 0) a) L_ CL CD_ a 0 0 L_ C -6) Cu -p-, 0 -0 (1) - 0- (n . (1) -L-f (2) -0 Q -0 - -0 = 0 L_ 0 cL -0 C: = -2 a) 3: C Ca = 0 0 :-� CU LL ,,- 0 - M > -(n - (n -0 CD E L_ a) a "O ca. F= F__ cuu) ..0 'R = . - -cl-va W 0�. < _= = a) _= > LLJ 4=1 :!� 6 r-L r- = = C13 C-) - -= M .-; = Li- U) Ca C =:2 n - C'4 U, -- I in " 9C= -X - C,4 w w 3t -a _= L" , E - CL, = �5 = W �G �: 3: =2 .!R "S 4 = :I. = CD .2 ;;. C= I ,,, .- 4wn =- = E 2 CD C_� Cj_ �; I z z w mi I------- ­ - - - COMP)NENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS '/24 a Non 2 ft-LM INSIALLATION DETAILS FOR SERIE (SCALE 1/2-l') W/ oft W/o & 0 9 STQRM #,.)- S.MT, V/24 4'/24 00, (p fsa NOTE � ov-0) 3' Mo.. 2'/2-1 I'/241e NOTE 3 iSETTWI PANFLaINTO POURED C - �9,,, - MIK' ---. -ts"W61 IN ml�� I COWPrM ANCURR$ I%lr " FOR co"m A.D.0m sa T T A' , [0- " ... i I 'a 'Im2wOR WOOD SCREW 3­ !:_ I f__ 4 � I * hon, I, --"- ... 259" ­- 01 L--�- ww 2. 'AP, (SLE SOMA" On '%Iw 25 �_ I K [ 1 I ftmlwa - I , ,� -, , *_� AT 2 � I I I I . - �­ - �, 4 _' R;, I L� I --­i I - I - , -i) - - - - L - I *'m� ---< __o I I - _ - - ,-- - - , 15.196- (TOTAL WIDTH) -- - --- - --- - - - - - ------- - 2.2&D -2.591"- 9�- mll "C' -- ­_ �-­t 40 - - ��, 1 7 � , . � I . . � END OF �n) \ :,� �, 4:) - I= ., w&=_ -�­ -P. .- .. Cn -i-0 ­ - - 12�500'(EFFECTIVEWIDTH --- --- - - - _____ � - - - ,,, -------L-, ' - . I - ;r-2.250'-1 ,,), 1/2- - I 11 ". = -1 ,,''Pqr, - .-.) " / r� , - v I �x ; 1. 1i i� r � 11 I I � I � i ��__ 1� . ,INEa Z) \ --- Ll- I : � - ­_ I __ - ­E 1/4- __ - , ---. f!- I 1 ?I ! j I I - 1-M /- &13�14114 - - ...... ......... N - 11 1. 11 T-T - --- ---- T . - I- -- - - " ` - - --sw- - 1350' ,-sow i?�_. __4 � ! i I -- T � i1p, it N I H I M 11 ? i i P? I ,.I -11 -1 OW4_4 1 - -, -1 I , - �� -1 i - V�14 ­jZW-_ I I il M i I m I I'[ � i I � - _0 X, "I . " (D � I , - _� I __?" T___j � i; I � I 1 1 . --I-_- 1, -DAmm -­ j i - I , . 11 W 1 ill! i 1 I i I , I I i z I I ; i i � i t I 1 �! � `� III-1.- , :��­:.'­�. \ I r - - 075' I i I t � i i , i ! ! 1 1 .wA.P ____4 L" i__ -51 ., 4 - (D � I � 1 1 1 1 - I I - r- I 2,500' � I I I - I � 075, TYR I I i 1 I I 1 1 " __�_ I �_._ i � I w I' -.41 III 1 +-.4.1. ll ZZ- I - L.A -ILL I 1, � � � . ![I I !I I T jl ui - I 11 , - i I __; I I � a I M-1 . ��, . I � 1 4 1-le,,UNI, ----, I `�. - - I" � I \ P� oEP4 I A 6 , - `� 'T 1� - . - r­_f!�1­1_11. I - - --- - 1_­ � 'i--'�,,-�----�--",T-T-",----L�'-,--', ­­ -1 1 61, It -L1 - _­ ___ _1 I _,� _____r I F �_ a) - -1 --,/ I / , �,- jl, _�; - I I 1 I I - 1 . I I ' - ,.- D.Om- M., THICK I , 1,1OG' 1 .71, j i --Ill I . , - I nv I .1 �__ I i I �11 I - \ "I I I � " ­,,V4 - C ! i i i i - I 1 i - I I . , - 1 ; I i-"- rt 4u\ zB57, 1 L - I 1 AL I !, I . � - J, - ---' I 10 - T'(fii� T ­I.4D!iic� ­ q ,z, ��_ -1, IMAM END Pval) - I ! jt�D PiINEQ 11 - ' ' - , - __ 1 t ; 1 4;EV , - - I I � So -.�, PANEL) li&w I - KIM 4 1 1 1 1 . I - � _!.�ILTM EDGE - If , I 1 1 1 , 1-7 I I � I FIWIN�� '�Arw) . - � - f__ �'11 2.000' 2 Z� HEMM0 -171-1. ,;Zm STEEL EDGE I 'SOO, ,.,Ist� 2.2�*41 f i I (INTEMOR PANEL) j ; ( . . I fig i I I \ 1 A-eu � GRAVE 50 MORMLIV DETAIL �_T � � I 'SEE NOTE I , _�, �',�I,,�, ,, " "L.f, �_­ ',": i ).,_L� 1 07- U , \ / HEM"" , , I __1 � 1 1 1 ! 1 j I � � ; SEE NOTE 2� 3, I BELOW I F_ 5,q � TE 2, 3. 4 BELOW ISEE � ME NOTE 2, 1� 4 BELOW - ! I .,�. I - R I _ -+--a U) t I A , 4ILS G_ I I I- '�, _J. It I 1 ! � � 1 7, 7 11 I � , I I R. , I 1 5) ; I : � 1 i - � � - - I I I I I , 1 7;j),, : it �6u, -, ��, 1 1 1 711 -,i* [ ; 11 i ;, --I 21� f m 5 11 1� I.?,. ,�� �_ L "\ - ! 1 1 I I - All% Te _ _ _ , _ _ _ _ _ __ ___ _. f I jj�o_L �! i � I 11 I I 1 I- I I .!.. ------,-, , I � * Mr. 1 I; ,�O, i I I I I - I I I I I I -1-550- 1 , i I H, O'", � 1 1 �OL f � i , . - - I , I , 1(0�, i � �1 I I I , r i H -1-1- , 1 ­V­11 i I t'�� - - 11 � . - ­ I - i w I i , jh-,3�uw i i I I I us, W/ I I ! ! � I j I I I Awe I R I ­% � - --------S,250`--- --- � ' Z L 5 , ___9 ';��' I i � ; '-' 1- OMT6) P I i i I : t i i - I I - I h, 470'---J � �wsl L'. ,:q �,�_ ,f = m - w [ I I 1.1-1 11"i - L� I I I - I f L - ; I I i I 1 7 A- - - L, L 'I .1 , � .JA_I:SIORUM` -- ___L,�_ 1 --C) � (1) 2JORM PANEL - ---2,17Q ! 1 I � i '4%yERLIIW , I f j_'_'j­j_j , ,�, 'I [-[L­1_ 40 A 1L. _T_­�_ ,� -A,- - ; I , - I _ " , I � - I t , 1 1_1 I I J. , W_ -V 0 It -L, 1 1. Tv-r � . I -11 � t - J.. - - I I _1L -1 L_ - � k, -Li I -[[fl I'Ll' � I > I f H'i 1-t F 1� - � I . i, F1T1jTj-"­-' I I i'� I �� 4 1 1 1 : i l I ; A , �f , I , , , I � - 1-FI-7 i f 1 1 i I I I i I � E I! 11 -1 I I I I I I � 1 11 I j 6 . i 1 0 I i i . . I I I i 1, L 'A " � , L , 'I 1 1 I i 1. 1 L �I i I I , - I I �__ I 1 1 i j i I R ( i 'i i I I , i ",I f'l I 4 d! _11, - LH _ . - _� 1 sEr spaxALr ! 9 I z;/ 'I T (�) wmm_nr� IiE - -i ,"i ill 4 �; I _1Hjq i L I 4tr ,1 _110 L_ I _-1, . I----- --_7_­F- ­­_�­­,_-, lu A 4 1 1 � SEE scwws ". I . I �7---V_�--j­-_ N 4ift , L � I',- - i �, i_:_a - , _­; � __i:��=[ 1"w"WrE (r),R) Few Wn. __ SHIM 2. 1 1 1 ON sHu- I's 1111-2 ,;� Wi� - .. L-,-- � BILE ;aTE ; �Eq-w_ -7, I - 1 SO-104,04 1 SEPARPION I .. . " FOR 1A, - I 11. SEE SCHVILAX I!,M= A �1' L � Nm1W ­4 I (v_ _­,v­_­ i : gy I , I ,/`�Z`4v, . UK, j '. �, I �Z, L ! MR CONCRETE ANCHO"; SEE k�,� Lowa, To MASS i To GL,M- ?ja*..3 -vw ,-,nN-,.AK,_ I , i -1 zr, 1 1 ,_ .� . !AM511*5_pND_p1 Z44 PAN t OR* 11 , I CDL - I-, I . ­750, - - __ RAY BE LOCATED, t I w, I 0 � To .�_ . W/ HEMMED EDGE , , - " 1 1,250' 1 1 : _1CWDUM' ftw-ml& 1501HOWDO's 1r1"__ I* - OR OR Ir 1 1/2' � EM) I 1, 1 ,- � I I - M%19. I I w . 19 _R 0- "', , - ." ­ EvERY � : TO GUISS. 1=�;, I I-, 1___� � ':h I W/ Oft vxg). (-Z) SEE a&O PANELS� '5� 1 � i Q4 . I 11-vIew I _f - - ­ - ,,,5��-) EACH AILUS INSTALLED AT EACH 'L _,, -, , �Dm L 1 No at PROVIDED � - - - YATION FOR. REM HANDLE TO PACIUVOTE M.W,EAD / FOR SE IES 100 FAC'UTANE -ISTAULAD9 I - I j P& , /,�--�<: - - "" - I __ I JJPICAL ELE w,NyEWEI I , �1_ - . 613-f­ - mcpTE, 10-a) S,� AL IANOLL TO SEE � : 9 I ---- �_ _____ IJ � Cn OFENPANIft I'D BE 9111'=E� =. .T -4 4 I jj : , � I , MYS E REAR HANDLE I i I � I < I - I ­,-, I IF INTENDED TO ai TYPICAL ELEVATION INSIDE OF STRAICTURE, i .I - - ____ - I 1 1 - 11 ._v I! /Z 'I'D 5-- -12 * I - - - I il I! I j _1�, 11 ,Ic - - I ,L2�: E-Z HAN I ! I 2 I � _! E-Z HANG MRM PAN INSIDE OF STRUCTURE 1 4� - Bow�fl- ---I I ----,--I- . I - 1 - SCAUEI�_11- L----- L____A__ NY I - J, L I -i I ; , SCALE 3Lm- - i I m � : N g � 0 '/ _2;�� � �* . I - HEMMED " � . - � - 1 _____r_7__ , 1�1 - I __ Q� 1 3.750- i I 1, - [I - ft . ; I I ,�` , I : (3-1 - I 1 1 k4 I " I iy , "I , ,/.- - w IX - � r/., � w 1/4- M. W--J-- I ; *1 !I -e i i r", � � -J � I . �11 1 vr-, .-. � , W =3 1 I i i ...... j - .. I I I I I 4 6 iff� 11 �12 . I I / I p 'L " . ;� ;_ 000 I I 11 I i g Is . ,,��,,',,��'��,�',I',.";�,'��", � � :a* � 3' _T ISOMETRIC VIEW DETAIL A '61 ! , -7 77"S /-\ i \-/I \-,/ \_ _/_ - I .. I _" I I I � _f t - e C -0 --- � . . - " "Doo. 2, . 7"K 1_\� I I I i ; I I Aj I 1 , pj� ROUNDED CORNER 0 ENDS OF PANEL'S �L T25- I- I I ! ro", cz�- (1) w., OR v. @ � Q) 01->-/ '"m i u I ,� I ! 6 � , II, !! I � i - I I 11 ", _';'___"' L ­ - - - - 1 I END UP W1 H ED EDGEL L I - ,,� I i �__z EMM I 'Do I i_._________ T I'S SLOW A; 2EQIpA_"_ iimael - cRemst ONZ, 'i 11 ­ I i 0 L i _1 Lj , i i 1. ' , Omit v3e . I- W`XX L � - , -_ (N T.S) _____j A ,- - . R�C.lm - �� , �- "; L , , I - 3 -, - ` - I __ __ I � L_ �� wzff ;, - -,- - ftza " ,:,.�7-­-,-z,. � . 11 1 "� caa� '.. 11,11, I I 0), 2MhaQLQLSEW_=� t - 2 HANG STORM PANEL SYSTEM CONSISTING Of PANEL . I AS �, �, 1 ,:'.-L�7"7-. `,% ,,,�, , . - ... (4",") - . I I 1 1 , , � I � -L-1 �01 - Tr ,- - 1/.-1;Av4,,, ­T1100- ­` 11 ,� PONem0o, - L ` I Cu BOTTOM W1 PAT 4BMArES : ��,� - " 7 � - " 5' M�, - ­ - NOTES TRACKS AT TOP & PANELMATE PLUS OR 15' LONG 11 I wou -i::� 1 " I I �� I- �It/=NiL. OLM I I, 0- (1), 1tffiTWbL_QF,,.S98&1_=: F - Z "" STORM PANID, SYSTEM CONSISTINO OF PANOL � (e-11111 � _-,, f � MWI_1*11 I- " ", - 1 1 1 �'.,- will='--IV0�1­ --4- __ __ __ .=\' � - ,-"L L SHALL ALWAYS BE CONKCIIED TO S Of , " � : 9 zj."_,/,1 C�t� TRACKS TOP & 9OTTQWL ��, wn G v.-Zyr ED DO 'I " %I*I0,ZD -1 - , N" --- (�) -rjum ('2) R=T"ESS - -- - I," � 1KNeVa" CUT -- �� � \ %1=111�1 (_�) EAW- H ,�SE �� " ;;;a--/ .4 .pfnv� - I SaIM,) 0 a) I I /,PA M 4k C1 11 "r �v Ai ..XE� � , , ,,,, T 2"x5"(MOxJ ALUM -AN= (2) (FIT PANELS SHALL ALWAYS BE CONNECTED TO 90TTOM TRACK MERWISE A STOP BAR ,g"T END PANELS I Now I -.0-1.) , ­-, SkLhLL BE PROWDED AT Top OF SUCH FANELSL .- IN 105120z/4 �S, g 7/ f2c, L I0 _14 11 .`m - r : . w . ,,-� � w To , � -, 6061-76 Nurn. ALLOY MSSOREW INTO TAP ED T(?/XCE2' . . _ 1 2 uu am __j _____fL.._ MIT cd.bm4) 6 .,r 0, SHALL $C GO �� .,/ i��L __ _ 'r. � v') � (�') WING NUT OR 1404;0-2W MIP PT AS -- ­ + 0 -,F­ 125 IF NO P CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF DESCRIBED ON E (3) BELOW), , WALL AND DI2uft_MQuNDNQ_ftw.. -) 6-- m a) ,/,� ; I I, � WING NUT OR 1/4�ft3(4*7 Mtn. THUMBSCREW , INTO jf�p `!� 1* MAY a A � U/1 �%_, -111. (3), FOR CASES WHEN END PANELS ARE jFEW,�DT5 OF FASTENERS EITHER Of TWO T;4ON 1 T4(n,(p AT WALL mouNTiNa imSL WERIOR FLAT FLANGES OF V40 PANEL in M PANELS ARE NOT STOP BAR lEmmH-1: 0 W&F FLOOR TO CEILING MQNTING INSI, WILD-QUI MOUNDIN9 INST� L. m t (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM fi... A STOP EAR (r.1111 11 PIE PROVIDED AT TOP OF SCAU 3/8." I- i __C8) -",CF.-L. - 20pmLx 2ECTIO14 4' 1 I L - IS ONLY USED ,AT TOP) AT LEAST TWO PANELS SHALL ,E ,,,MArK BOTTOM TRACK (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIM PANELS ARE DIRECTLY _. - SCALE 3/4-I' SCALE 3/8-1- rn LOH -0 EXISTING SILI = EMS OF PANELMATES, ONE INTERIOR PANEL I I i -C., 04 REDLAREWBAn, I I 17--t ,I NECTINECTION OF PANELS M"A0YU1T[0U JOINTLY W/ milf`� SEE E­> � " A"�0.441,4 USING SPECS I DIDATED ON NOTE (3) AaOVEL IN SUCH CASE, STE00 AT BOTTOM ATTACHING BOTTOM TRACK TO WALL m � WF AS V4 . I - T BOTTOM TRACK WAY OCCUR At ANY PANEL LOCATION - 4 . 11 I F�l , W PANIELMATES FOLLOWING XING SRO" ON ELEVATION 11 IN 1 1/2" ,� 11111117111111 I r,-.;, - -j W POM - � OF (b ,Wl .%�'q/"'N! . S-E SECTION 1% 3' & 4- ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25� EDGE DISTAINM FOR HIS LAk'_ RM ,/ 1! 4 � . W. ,N-1 = OR ,,:��\ %. TWO . . NOT NEED TO BE CONNECT WELL,-, 'A -,,��\�. � 4 , To . ANY. USED - , OE CA, ON �w 73. s . ..... � '. .I, Sz, �' In ALLIED -, * I/ LIJ I '"111 (5) "0001171114,011 - � �,\G N,Sj­.:pt, i � , x *rP� L rl Np�l , E . . 11 . 750' -1 1255 III, ... , L I I �Q I . \�CENsi%��\ SUCH THAT ADJACENT PANELS (TQ LEFT At RIGHT SIDE OF IOR PANEL) KAYE � I - ,,- -�­ E � � =) 11 . 'tg� � ... �Q;N THOR OVERLAPS RETAINED 21 W I ; �LIVA3 - 11 .. t . ". .. ,,�, z : . - .� , I .1 - M�CMANS&M US . - - -. z �E i , " 2 .44167 -' � . \r I-,. G I - = : NO.44157 I I ( ! 1 L_1 i 11 FLORIDA BUILDING COD loono Zan.) "' ", . FLORIDA BUILDING CODE (1419h Velocity Hu cone Zone). _____7 lop A a - * . FLORIDA BUILDING CODE (High Velocity Hur 'cone Zona)j < I *: . z v jEN , 11 . : � E (High Velocity Hurr I- � - i- - - -1 -_ L- , I = I -I - . i * i , 1. . - I ; ODWINED = 4 . � ____ �na­ - 1 -% ! TATE OF .- tam I r,K I *-.,*** 167 -. 1 �m WOOL. Iml 20 GAGE GALVANIZED STEEL STORM PANEL rp. I I IMIMLIAT =. � - INSUR ft"Em - 20 GAGE GALVANIZED STEEL STORM PANEL rp ; '1000D. m = .. I z i 3' mo__� ,*,, If 20 GAOC ULYANIZED STEEL STORM PANEL 00AWI ft - � NO, 4 vewIII IN, A\ _%. STATE OF ;�; f I I = , F ,I I �,�_,A 1-5-- 7,--5;;, 1 _____ 07/2./2M - ------I �, I . �F � - D"ZA", BY, , ,; - , * �. - - L-L-1 Fu -­i� w -m 0" Irl 1,41 I lk�o;',` 't ORID _*r____­`A__ _. I/ PROTECTION PRODUCTS. Lm Imm, S-_ -" O 1 "! _- \ GLOBAL PROTECTION PRODUCTS, LLC, DETAIL I ,_.� �rlll. __ 1'�, "" , , . , ;�d !�_A �, ___­ .... 3"x3:(M ­,""s, � �Qz z wz� SCALE 1/r . I* m1w t�l �-14 - GLOBAL PROTECTION PRODUCTS, LLC. coE, z �NJHA*Ij \'X__-L ------ z it �.s �, .T _> ,� - �_ (2) (�) MP BAR .1, 11 1�­ t /� I , 11LIECOINC GLOB w S., 51 STRIM I , .". ST -,--� 4 11LIECO."L \ on S.W. III MRW .. - I U- "� N' I . , , it ., � IL Colmc \ 4503 S,.� . STREET - - - ,� I I' LONG , /���� DA,�_ � = - S�0�., ,�zo lov , W, , TTUJT TESTOW, A 20-176 11 / / , 1-m In. M3. 20-176 , , , 6063 / / TLUT TINFIrm . "'We"VeW COMPOIr u "RHE '26.1 W-1 In- =1. - I-- . UPWRESIONO C�ANY .. - Ir -75 Alurn. ALLOY _1`f�1­9:. 11":�=_%, " I *;-,-,-,,:%;A,-, ,­�;0,7 / it �, w-r.t% Fmf TLm,,L%f­a7v7 Im Al. PNDIII.� (04"-75.5, rm,. tw)w-ml 20-176 - .., xl� 11rT=r .. ��._ IPA _," < , . I 2" � .1. P"M'(WRfW-?M, FW ("4)6811-10117 CA-wavi - ON -NO 8111 I - - - PIAWW ftr 4 ­­ 1. w i .1-1.1 n. N. --- .AL'SK , .1;-. I - , - , - . - I. .-T---------T--- ---------;- .L sc,"SIC"PoRkAm CA-0mm , mm .,� P-r - -, SPEC, - of 20 �.E_ !M.-�EKAwnMEAMTE ,,m 1� .. _414- �� -)Wqfw-* . - - --- - - ------- __ - "1111111-10,U4�00111111, SE"IRIAWREMATE I ""Neo 4-111 i � Wmu or 26 L_ --- ____ __ MLO .'�'R;c __j - =__ - zf�� I'll � a_ I I SHEET NO, SH 1 .2, MAXIMUM A.%D. DEMN PRESSURE RATING (g.jN1.) MD CORRESP019DING FOR SERIES MAXIMUM 1000/2000 E-2 PANEL LENGTH `YLN SC14EDULE HANG STORM PANEL M SYSTE X&JO L --QNI Y EON - 1- I 11--A --E' __U1:11QNi. -f-11ft-A _Sbm_,Z!;, $ Z8 : MAXIMUM A.S D .rm.py, w., ! - I YEL I (�T=­ I MIN )MGM - 1 --aw. .66.0-75-3 1 70' OR LESS 1 I I 2 9/15- 1 BOLTED - I I "I "'� "' ' �W- I 2`W A, 3'W 466.0. -73.3 1 __ OR - , � , , 16 2 7/8, I . . I - 1 A. . —,Iw - 00 W/ I IAE47 le%Z 13 4 GIAM )RED FIROM U�S�S M.S A, Wifif PANEL AT OVIJ?LW & AOX OF PANEL LEN61H MAXIMUM A.%D. DESIGN PRESURE RATING (16s.f.) 6ND CORRESPONDINQ MAXIIIIUM ANCHOR I , D. - . . if SPACING SCHEDULE FOR NSINIADONS INTO CONCRETE & CONCRETE BLOCK STRUCTU A jy-wo--Qti�IQLE&I�,--it6"-N.,A�zx,-n�s- c_�_1HLE__,AL MAXIMUM MAIN" AWHORS SPACINO Fair E_ M - 3 1/2' - ALSO, DESIGN APPLIMILE TO . SECTIONS 0 & . Affv COMBNATION I MAIIINUM PANEL 1010TH, 'I' I-) PRESSURE 1A..00S ! CAUX-R, I PANELMArE FEII&QUE 0 1 PANSIAlar I RATING _j�_L,_� P 1-11 , TO OCINCREIT j,B coWFER, b_rdiZ_Wff Ma I a -- _ApCJt -, ­C',"m TO CONCRETE I T, ... `� , ant's mm _L__ _ - 12" NIA I w N/A i-- � 12* � . - -.-- 141A 1 V A 2' ('OR) IT" — 3' * 1 IQ" '. - 5' __!��� 4. 1 5, A- 1 I* (BOTTOM) IES �2000__, 12' � '. 12' S' 1 .- ­S--1--w_ _Z�S t_ - N/A - - __L__j"F,;j-%-,-).1 12 1/2. 1 N/A +68-0, -75.3 __ N/A NUA ­_ I—— MIA - N;A ,I. ___ ___ 2, (BOTTOM) I — 70' ON LESS 7' N/A I 6 112' N/A 4 112' N/A A i/2' N/A "' 3' iTap) ­­_- — - _� ­ N/A I 12- N/A ----I-,--- I— 9 1/2. - - - . - __+__� NIA 9 1/2- NIA — --- _ _ , I.:12* , of;� 12' -_ N/A I 1 12' 141A � I 12' MIA , 12' N/A i 4, (lop) i . I 1 12' 1 .- 1 112* I 0 1/2- 1 12- 1 it- 1 Ar W 1 A- (BOTTOM) 1 — * LIMITED TO MIT P..J. AS D. DESIGN PRESSURE RATTRIC A SEE SHEET 25 F ANCHORS rmt & SWM MR POPAULATIONS INTO, WOOD FRAME BUADW JANDIUM ANCHOR SPACING$ AND UNINFUll EDGE DISTANCE AM INDICATED ON THIS SCHEDULE. FOR F 0 LESS VHAN 00CATED ON SCHMAZ REDUCE AN04OR SPACNC ITY WINCTIPLITING SPACING SHOWN ON SCWUNALL AT THE FOLLCMNG FACTORS FOR THIS OPERATION TO RE POSSIBLE REDUCED SPAGAr. WANED US1W FACTOR S� 90T OF LESS THAN MINOAIJM SPACINIC INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND YX:`�-- '/4r. ANCHOR TIM L ---- APOIN A�� � __-!��-, � I'MaMATE PUS ­-!-/4--',0­ 1 cAU(_ , ANPHDII w-am 0.) A , /I Nw-i. 3 __:L_ a ___, a 3 r4r, �--.-,�)- ;4 _3 - _� -1/2 __ _�_ -,/I __4 __ - AMK EA �MVMQ IIAMM � , 1/2' - � - - _________ Z I r__ - - - - i7:��-� Li :�-�� ______ -_-:�-_-_ +_______]_____­ - IM '. ___ TO TO __ ---;-- , I !::::,:. _t :::::j - - - _T - __ I. Im I — -i.11 -- f I i+ Reou"Res m- IISTAI BETWEEN BOTTOM OF PANEL 9, AND (2) TO BE 112' _A,/�­ -Im.,, Ffl--O ++ RWU,Fms � OWANCE BETWEEN UOTTOM Of PANCL AND (D TO BE, ,3/je 3/16' V_ I It- FLORIDA BUILDING CODE (Hioh Velocity Hurricane GULAR, LIFE SAFETY & E-Z HANG �TQRM PANEL SYSTEMS I i 1 (SCALE 1/2-I-) - - � __ __ ___ __ __ __ � -- 15. I 2V (TOTAL MOTH) -- - - - - ----- ---- -- - - - - -� -- va?'- - I ---,.- � --------- I ! 5'., _�_ - I.350, - , �, � . � 11 fL I � 250,� I � C� - - __ � ... __ 12-500' (EFFECTK WIDTH)- - - - __ - - __­_ ul a 1/., ,­P-) - ---- - - - - - 1,3�0,- - 002", MIN. THICR � It— '/4*0­20-11 L, I- I _i�� - 750" -, IL!L STUD ". - '. � .I 25* To AWLE w z+, 1 . Hut! - OR 4 12 ,,I! . I L2SO t,""* I - I (� K FROVASSID) - 1�350* - I - 00' � f- "";fQ- � I : I �Saq' ! . 4 , �1. � I— �, - � I "' - "_� I I I � 11 I F __1 ___ ­_ � ,OW,4 II.- 67t " + 1 ( .3"V51 � ­ , , III " � I - ' ' I S� 1 1 1 1 41EMIAM I EDGE ?N=� O&VANIZ STEEL ASTM ASW ,�)_j I � A � � 1 094, - Typ, 2 EXIO" i .084* - - � I "�', L rz-OF'., I i GRACE so wNwv 2_0 Ew". � :z,1w __1 ' E E I I I I . [ " - 1. I 1, , --- Try O$4* L_,.,QC­_j i I - DETAIL A I"- (1) STDRM PANEL - -- ---- ----- ---- - -_A � - `A- f- - I � 4 .�,:, - - . -1 - _�,YP > (TYP ) I .... - 1.350 PANELS SHALL BE INSTALLED ALWAYS FROM LETT TO MGMT W/ 1/2- LEG PANEL L - 2.000 ___ - - 2.M7* - - - (�) -H!-.HEADER (�) 'F' TRACK (�) ANGLE MUM =2 1 AT END AT LEFT SIDE OF ---"-, I " - '. �. - I� TOP EDGE OF P_ 0.074* (mt,,t.) I I PANI END Lip � � I � , 1�' ��. . - W/ HEWED FOOS > , , �, -,L� - -5 - ­- , - to.05" , ,�-av _:��"_ -- - I , 375* r - ..270* - PAM! 't, I I - - - GALVANIZED STEEL I � ,� I � ., � / / ) '_ " yl- I I I �1 __� , " - , '-' - / '133" - .270', - , I - - ,__T1DO1 - I T ,� ,�- I , �7-z�� ,�,,;�� ,7 ,_ :_�_ ,��O,._ �__:4�_� rl�� � I I I � I 1 0.62SL,� . - 0. all'. 2�-IF 115* , 1,11 P"f". - 1 -2S91' - - /1� - . HEMMEQ,_. ,, I 1107- . , MSU . I -.11 . . . , 00.0no. _",� I I �, )7�'. ,�_ I - - 2,250' , . I I ISOMETRIC VIEW 2EIA" I - , tm)0- I �', - � "I I 270* - PANEL I ,,,, 15) OR . �,� f, 1�1 I 1 __ " I : � . I R ROUNDED GOPHER 0 ENDS OF PANI ! END LIP *I HEMMED EDGE. i --2,378' - - I ; (10S) .1 n - wEil f - AAA OW � t'll ,,- - - I , 1.� �mr , I . - � tYp FKATOM - 1 - '141 PffAMJ 3.750* �� 1 2LSO*1 I _. I I I 001� O,&p7, 7 0 .) U. � (�) KEY HOLE, WAM 3105-HI54 ALUM. ALLOY - I I EDGE OF PANE, AT (�) KEY HOLE PANEL 7 --- 072, I 1 I- -4 2, 124' 1 'O� - - "' 4 - - � - 1 I . SEE SHEET 6 FOR ADDITIONk ..131 UMfTATIONS IF SUEM LII t-S I J-. I , I I _� _�091 I -- : I 1 �17'5' (�) SLEEV1 2 1/8- MAX, LENGTH I - - _ � 125' I (TYP 3 ' , ONLY VALID FOR INSTAW71ONS MID . A� I�__ WOOD STRUCTURES �� I I ,-, t-1 - lu. __ - I I __: -2..ow* - - 2.0 I w^ '25, L_ 2.0w - ,...w L 3750, - 2.5's, - "b" � I- I Is" 11050 . 0 'U' i (Ty--I)i L - � i I � �750' 2w- - (�) REK HWER (�) HEADER I f - - -- I' MR. TO 5" O... -- - I-— I ITTI, ) (9 SuuE_1:_m6x. 2QDO"_ - _j .1 UND18 A, @ ANGLE (B "i JWK g PANEL HANGE �4' V I F - -.,3 I " - &- , l � - - - 1 ___ 3,000, 1384i . - SOIN-TIF AUOY I , 1200, ISO. -­ � - �4 0, - '_275� xe?'., :r' -----,, � I i MIN , I I - ----I - i .01114-14N, '>, ,,,�,,'!� A. TQ/ �, i p tk.�-��i�i -... A&A (USE ONLY .4 , '. - � � - � , .,. S SYSTEM) , I - tk ^ ,,, I 1 , . -V-/ . No. 44167 '. z (I 1/4" WIW TO OE-Z HANG STORM PANEL RS 63-T6 ALUM. ALLOY Velocity No Zone) 1, 671 I - I - RISC, 2100wo- f,� I I 11�, -A�, �., I � 1.2�� At, - 4 3t "l-, I� " I A_ N � 0 123* If . T FLORIDA BUILDING CODE (Non High cone � - � *­­ __ - . � - �Q MITM.- FIP. - PANEL '. _.: f , ,2 .!? v ", , ____�L ... , I i I . TATE F * i _,C 24 CAGE GALVANIZED STEEL STORM D'IANN aw (08S. , , TyP) : - 2.ow*- - L 0501 L.- - I- - , I&. t--- SEE SECTIONS - - I �i� - .- 250* !� *.�. . , . ' 1 MIN - . ' GLOBAL I;- ...... ' ` I ,-.- , TALLIt TEIFT!"'! a EIR'll"mus"No ___ - 07117/w" PROTECTION PRODUCTS, LLC. tATI, ls,C &W. 51 STREET (�� BUILD -OUT "F" I (j� BUILD -OUT 'E' TRACK @ & J�� WASHERED A , 11 , , I l WINGNUT - ... - .. - _. - - - - pINc Am_ � - (-I -1.1 CA_� MI10 t!I-i CAME, 111, =I'l DkSI)Offit FAIc ")W- 20-175 - on, I - i BUICK ANGLE (ZAMAC 3 ALLOY) P.E SE.,_iANwURvwPE I *=-.I'm .14.1 1 -1 � ---,. I i ,NvAAA%�_ _I27I 1 1 i EST 2 OF A r I L . . - INSTALLAMM DETAILS FOR SERIES 2000 & 1000 E-Z HANG STQRM__2ANLLff) INTO EXISTINQ )YOOD STRUCTURES - -T--l—v"', ?/1'. LAI SCREWS a a' Ox -1 . � -� -1 - � , �7_ , 11. 1 1/2' 41, 1HRUIDED POIETRAI �, �, � � I 1-0 EXIST-4 WOOD HINDER �L . � �� =1 7W �w _­­­ � OF, IF ,,� O�. -, I - LAG, UP. . ,_ -_ I', �/.'. -.1 I , m:m1w,O :/A*0 -Aa SCftwS 0 6* ox ,- - " 1/2' va, THREAbro PENE'RA" �' . . - m � , FIAT 08 M EDVE ,/1 *_ THREADED K.f�­Ot` t:�L�. 11 i I ', ,-,, - TO EXTSTINO WOW ,EADM - I -_ I I � � �� ,7 1 1 .1, I! .. � I I � 4 TV "PlIm WOOD I I !� , � � ­-Ci) ;­t� 0­,- S..�. . I � it L I, __ III I I �, If i - A us ,.� , -1, �i ­20W J� - _­@ 11 . 1 �� I I ___0C­. p4w EMS. 11T 11 "' 11 � I .1 / r-Mi IV," I � /[L �. 0 � I IT" 5� Il I� �� 11 .; , __ I - , /-. - - �j , _� . I - . ..614_�2,0.c, - 1 I -IrC. - r i ;4� 'i - i . i I --� ,_ . . , - 1-I, LAG SCRL-S 0 5, a 11.1, SM,� . _� I � I I c. ./ I I � I i � ;! ". � , I I - I A , ,',/C�%2 /` 'RUSS , - - - - I FA- END 0, 0 ..A I I 1 i i � F .... ... T" 1/2. . �:"j/ ...... - I- ­.". *;=z _ .1 I- , , 'IF � .jT NOTE A SOON) I ,I - .% m.Ii 6 Mk" 1, , , I -, OF EVENT (7*F) ,SEE DETAIL 11". . IV V NOTE � I I I -14t ul , - -, - I - Il- I � 4; . � -W." 1AL-MI-OW) I 3/1 S' At,- PO R`VT A C� 0, .1, *,us, i j----It, I 5 1 a %PDAMPH 01 AVERY 0 Ek END Or ; I L'-T i , �_, - , �,, - I` 1 2me. _�ir. q) � - 5 __* 0,,,I) � I I '§ J_ (7) I " -- -1-1 I - 1 - w '144 4 T I I mir"Ell I -a_o ------ 0 *F I , � - 1, I A F�LOW� - � - ) I , "', WO111D HEAM RFOU,RQ> I -cl � 1 __71 1 1 - - . ,N_ ,IS. i _� � - V� . !i-I z - jq.-N - 1 , � . i I 10 OUIISSI .Iz,v.-t- � - ­1�_ - 2 R/IA` ., I� ,.,�,, . 7 I?" - SEPARATION - I 1�1. 2 . IF I , , � Nj, . I - TO a" "' "'It ." 14 Ox - �� , I i 2 I/e. w I . IS " -�,,,A - m� ILINCRLM' R - t W . . �, mjm OVERLAP .� I I r- -- SEPARATION - 1 , " !, � If, i !T_ � . : Y`ICA*,,�,`�' - 10 cuk_$ �� 'v.-_imwo, 9 I .1 WS, W� I , , Xl*l�p 'SS *1 _� I - -,,- - . 9 � I I '! s § L /-. -1, - - - SEPA-Am. - WN T (�,,,,, � - - --y- I To GLlSIF I rVIR, OvmAp I, EVE-1 OVERIA1, I I i j . _ ___4_ ­; i � 0 I i�l � I I- III I " ; i I .1 il- f - - ­1 � I .. . , J_ ! ir - P 1 U, ;', I � i �. _��f - . i '. __ , p i 2 i I - - i I I N ;� t , : . I 82 1 ,P==—_7ft� - Z! - - - " - � I , � ! I I Ij ,� I I , , 1 Is � , , � I I Q se ;; �, ; , I � . , �, -1 I ­_ � � - I- ... j N -,, �, 2 , -1 � 1 . I I , I I - : , j ii __ 49� I , i � � (� C-1 I �T ! i I � -i , - , , 4' M Sr I . I , , I � - a J � - - "Im- � , I 1 1 41 I 11 I - - �___ i�116 � 0 I J __ � '.. ,�,� �_ - I I - , I - � � 'D� 1 4 ` , - 7 -I - I � �, � , ', ��11 - I a 12 -\ I . � . - I - 1� d � --- � - , I'- -, I I I- I I I I p-.3- ...I 1 -1 . � -- I F , 11 1 id -_ i " I 21 � � _,� ] i 11., I - I � 1� J___ I - ,- " , 1, -- __ - ___ t/,��­�ii;.314' M�5 W/ , � ,'��! I, g.". -ANkLNArE KNALE: In ,� 17� --- 1 I�..._2"I'34.- m,s, � -� IN - - / a 11 -11 1-1, �� ! 2 -- 11 1, � � FA�. PLUS At &` , : 17, --- , � � z, I 11 ,/, lr� ""REAULD C-t ___ e [ __ , ?;,Oj � IA . ; �- - i__ I - - � I LO.Z., p­ -, ,j"w.S/,,,,- I ,A -1 11 WING `AOTE PONT"OTIO1.4, 12 112' ac - I q I " I 1 � RDUI I- �� � " _1� , I , I � . 'I . I � -` '21w 4- ALT, =4,._1W/*1 / AS -1. I L � - �IIA_1T1SmM1D`&1ml 1-'141i11i&* P. - I � 2, A, � -ZORU E., ��/. R -- A * pLAr ,,,, ,I,, REWPED , - , , y,z� X I ! � , WX mcr) of PLATE AT SERIES 200, 11A, � , _�� - " I � - MCC I -0 e . �-_ _ ,� I A.*,;m/-1�Ng-,Cw/ 7�s,*w32, �- 0 PANE,NAIE PLUS V , ,�z fwM - 41 � , � �," � t 0, HIRE i� KL?*) �' 'iMH - j % ;( I, " - ' t 11 � � , I a N% pvtEMITA, 0 1" 0 WA MO�IlrlT!No , � , J, , , I � StAt �Ow j I I � LAG, SCREW$ 0 11 0�cl Arl, I �O LAO SCIANS 0 R- OC, W/ �__ '� It _I/A � " ; . INE&LATIQU i I 4' ,�. I � � �J, : M.. 2 L � 7� ", .1 I IWA1111 AENCIFAIIIN Nj",*'­j ", 1/2 mt," IMROADED PENSI-INaw -POURED � "` a I,f,W*t" or ,"IF *OOJ AUERMILVE 2"W " A= , Mw I . � �, - - -or i .I', FlAT OR ON EDGE SCALE 1/4'-" : PLATF"R"OUffQL` qAT op ON Fm I I , 11�1 "If - ALTERNAME I I I , , � � - I BUILD-O Mr, SCALE 1/.�­, � , 1 IN � t=1 I" ., EL2Q8 TO CEIUNTG � tUNTINQ ALTERNATIVE 4"W ��, -1 i - - I INSTALUMN I �_ I - ,ARE ONLY VAUD FOR SUtLDI'= WITH kS D W��9�4 IOADS " .- -- i ", .. ,P 70 �86.0, -75 3 ,., AND ,.iu's LENGTH UP TO S.- , -, ,"t"HIIHM SCAIX ,/,'-I' . ., 1 " - , , � . "l, I� A rit z RIMBYE A" -, j" t , 2 FOR NEW WOOD FRAME COrISTRUCTION *GQ MEUBERS TO HE W_M��RN 2!- 1,�_ . , � �,o -IIIIi. - : - SCALE 1/4--t- I ­* P-E N. 2- W/ SPECTIC DENSITY, 01 0.55 OR CouA_ 4 � � __Q tl'_\'�CFN`se`�!I�'% - -,, I - i I � �� , FLORIDA BUILDING CODE (High Velocity Hur,itcome Zone _7 - AI z : No. 4 �ry �,%% l`c - = * : im ,� = 20 GAGE GALVANIZED STEEL STORM PANEL SEE S=108 Am ==CA I 01 OI 11" I = - I - .1 , z I - wu � PAW_ I MANE , A, SO BASED O, . * E I � 1 Vk� .11 Top " ;m9VVR` _7o - 1� '4 ___0 STAT OF ," I COO OR 2DOC SER-Im INSTALLATION `YK ON . 2 t _11>_ - ­ � -;_� " . �0�- _�> / - " GLOBAL PROTECTION PRODUCTS, U.Cd '""HIN"N Ni I - , 011t, �'( 0 1 , -,* — _______ , 1i LI'E C 0 IN 4­1 Am �,mmtv; III= ALIEW&M TOP HEAD ",CEr _m&wwNg1Qm�IigfIili R_m%Ik_mAw11`_. -C> c.141 I XMI. , �,�,�Nw,��-X�, A - / 11__fa,§6�� - - Lv,�,,,, / `� rl"N`W_�,­. 1. 4-m-11 20-176 TOP . BOTTOM VDUNTNOS 110 a, CONOWLI, IN ANY _x--!o.ft I I WAI 10 SOF ANY 'NSAULAWN. _j SOVID, 1. . I' 11"Wit 0- As, C-000010 M, . I ,Nll­ I - I-.-. DRANAA, I I Nor, I S�'01" TRACIS 11*1 S"Gwrl 104 CV*tT, lk�v-`I�w/.%Tc WALTER A. Am I&I I RAW zA uI, Ing � ---- � --l- I t , P1 , I - 11 ;_ . -.-"--,. 42SLt I 9z I � - - ------ - -1. -4..L- I Mp;oqp;h',"L,;'6"mom;Lol3lz4:41AILsial�t$];i:ql:qwai#i;i#1:43113mliikql4f�w�'MML71pol�io , 4 . - 1mw:tt,TC:Tq1L`N1 3 , ,.,..M � . ;;­ 0 i I . " - w1wit I � t 5 �iij;ml�f.lm,b7mw4g,)isvm , � . M.. -- MAXIMUM PANEL LENGTH L+- OR -L- " (ft.) 0 � kMXIWJM AS.C� CONCRETE III WOOD DEWN PRESSURE RATING INSTALLATIONS t (P,..r.) I. .I, -) _�__ " -I.- _2�1_1_ �mo _222--o' - W-0, -_!_1L_0' I I --�F_ ,---,- _w � �_r W-9. - - JMLO j W-101 io'-o* _-_ , �o -ao - _­ND7___ r ___ 7_,;___ _____n__6___ 5ac r. �_ - _!L_!L_ 9,- I, - __4�__91_ I,.-,. ___ 11510 , i � __-i_-r- __a::;7_ _ -,.------- :_ I - MID _.__,__ 8�3' ------ 11-11. - -­-;;-5 - -,--- - � - 8___-_D_, __ --r---#* _F_00_ -------- __t�� - _;F�__r __ - ,__mv_____ 7510 — 7'_451 ___ 6,-Po* __ - 80.0 - ­ __ - 14� 1___n!FL_ _.__!� 6�51 _ ___!�_O_ 90.0 _;_6­o,__,_ _n7F: __,.,. __ 61-IF, ­_�,__07­ ­­- _ir__;� ­­­ lotic __.;;:,___.___i7__. 5� - ". ­__;Ciy_­1__ __1. __;7_i;_. --i7it�;­ — IF0_T__ __ __ --5,-,7-*,- 'ISO - 51_11� — — IIN- � L� - . - I __ - MAXIMUM PANEL LENGTH `L+" OR "L-" (ft.) 0 FAWAIUM &S'D. om". PRESSURE WING 4­0 (+ A, -1 CONCRETE & W 'I INSTALLATIONS t iao____ - 141�" -0* - 1ZLO **-I !C"�_ :1, — mo ff�d, -.I,-?. - __ 10'-7' - __3;.`a__ ___ to'-lo- 9--p- S*-F- -_it7-_2- ___ ____:!�o 9'_ " 8,-7- ___��O__ _ MID a.-;:- —8.40- --------- 4wo- __ - _____ ,.---, a --i -J- - ___.____ - I--9-- __ __ ­ 1­19� fto ___ jiT' - __ _80­0, 7'_6' __ ,;7--;;-" __L_5L_ 7'-2' - 67__140_ . _ - — Sao wo­_ - 90.0 ___;60___,____" _ 71-0* ____777_ - - 6,_$' _ r- 71- 6,-6* - -6--,- __ � _dF_ ­F-- - __I!_'_21L_ _ todo _ 51-3* 5.-,. '— jj�­ a ____�__ 'Do __ 115-0 - j�T­ _ _____ - ____ - ­­T'-� ..... - _ __ __ 5,:W� _____ ,*-,a I I ­_," MINIMUM SEPARATION TO CLASS SCHEDULE mmiuw PANEL LENGTH - W"Iwo Pm .; 170 -PI, 1 WIND SPEED > 170 -;It, or,) UNRESTIRVANIVIC, I RESTRANNa. 1 �� 30 OR LESS - 1. I I. 6' 1 IS I/C >3% To go - I. I 1. I 1,7F_T_� 1/2- -;go TO-145 - ------,- I . 7 1/2 . 1 2 1/2- _/_�:] 1 145 -To 16al — ;7- - - 1, I I- UINflullflill PALN1FI IPMnM (firill FOR A OWN, MOUNTING CONDITION 11 I � _,��_ __�_ Top BOTTOM � DIRECT MOUNT � . � .U� I 1,6NI.5, h STUD HEADER HEADER ANGLE i Ir TRAC9 T­ TWA PFAU */Sm CQNRU ULD-out -r m" .nrlu - I DIRECT MOUNT AV --- 327- �� 3w __ av W - , 11 __ I,- - - ------- I— 4 ITS'XL6' STUD ANGLE ___ 35' _ .w. 32* � W ___ 42' '. 5F_ TRACK _ _ __._____-____ S71 -fWFK AWL (11 T�E 5 0` _7_3v 32' M. � _ I '. __L __1_ __ '. 56" 1 56' 1 NLIS&L-C-IM 7v 1 32' , 3d- - t I. 1 1 I - I m � 2/4 ANCHORS (SEE SCHEDULE ON _ Gj4EETS 0. 10 ATT) - __ 1/4, 3/4, 4/5, 5/5 & 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 :r, WAX ,1 T � i - --"-T-- - - I 1-1--r-4 , - I I , , I , f I I 1 1 1 1 I - !_ - I - - -1 BOLTED PANELS W/ a ff-z sis. m,s- Bar W/ 0 EA (SEE SECTIONS AS APPLICM I i I It I -I 1 DWRLAP I � I I - d : i w ; I : i j � � �- 1-11- 1-11 - 31 WAY. � iI 1, MIN, 1 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 i L* L*IW/6, 2VI/6,, 3W/7 & 4W/7 : - I . -- --- ­ ANCHORS (SEE SCHEDULE ON SHEETS 01 10 &I I I - I ­� REgULAR 51ORM eANEL 0' 2 ELEVATION ,14, M. GAP 1687, NII.S. — � (MIN Omw -1 -1 VALLEY! �) ___Itm , I I � I Im 1/4",,- N_r_�_ I __/ \_/ \_/ �_,�, MAX, GAP ( , * SECTION A -A _� J') N.TS. 11) (t) 1,.� MAXIIALM ALLOWABLE PANEL LENOM FOR A GIVEN POSITIVE A.SR� DMC44 LOAD. L� MAIL ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASO. DESIGN LGAIL (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH. ONIN A POW-VE A.S.D. DESIGN LOAD, DETERMINE MWWW PANEL UENGTH �L+� FROM SCHEDULE MAN A NEGATIVE &S.D. DESIGN LOAD, DETERMINE MAXWUM PANEL LENGTH %­ FROM SCHEDULE FINAL MAXIMUM ALUDWABLE PANEL LENGTH IS COUAIL To nIE MMM DETERMINED PANS. UOI RETNEEN 13L.- AND %-� (3) SEE SO4EDULE SELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALF"CAMOFIL . IMSTAUATIONS INTO WOOD ARE LIMITED TO - 95 PA ( MAX A."� DESIGN PRESSURE RAT14G "' - VEj;WfCS 4, 10 At 11 FOR LIAX� &SA DES" LOADS Is WAX, PANEL LENGTHS FOR I - 44167 _-, I , * i IF TIE OF �=_ �___-3=�-_��-_-_-,, � 1cr__._7_____ - - qIT, �, -,,A/v/y-w-w 4", ,,F , , - CIA - mvp lot .�",V'R tiF - -"---- , �o TAIDDO'. No, I - ' 4" I I I L I E C 0 1 sim \ 24 GAGE GALVANIZED STEEL STORM PANEL .I,,. I GLOBAL PROTECTION PRODUCTS, LLC. .800 !Lw. 5f IFTRUJ 00ML Ft. =,, - -Tsts. ,w -4m DIIHIsms (A.K.," -P.'—,, __ -'-.`A=,.: -, "�*I, , V, - I-) .,-,-. -; Cos, .- - — CA-cors'Itt =&i .1%,L, 20-175 TXNANC �- n.1 — - - . — I - - 1- 1 1 1 - I i I I- I . I A - --------] - - 2ENERN-MM ----------.---- �c) ig,,L4mm-Av.z-ms--wu-fiLawrE.-%--t�-QA"iN.. �1�19���ACCUCT I EVA"" DOCUMENT (P I.O.) HAS BEEN VFFOFTM FOP "WPLIANCE IN ACCORDANCE - I/C-06 IAPCONI ANCHQkS, AS LIANUFACIURED BY I Y,W SUILDCX, INC WITH THE 2020 (70, EDITION) Or THE FILORICIA BUILDING COOL IRIS SMRM PANEL 94AU NOT K INSTALLED AT HIGH - 014- If) PANEI.MATE FEMALE 10 ME, PANEILMATE PLUS ANCHORS, AS MANUFACTURED BY IELCO CONIETRoc"ION PRODUCTS. VELOCFTY HURRICANE ZONES (MIAMt-OADE I ISSIATARD COUNTIES). - 1/410 LAG SCREWS PER N.U�l ' TRIBUIM By ,ILL POINT SCWW� BOLT & SPECIALTY t!-c DESIGN WIND LOADS SHALL BE DETERMINEO AS PER SECTION t6O9 OF THE ABOVE MENTIONED CODE FOR A SASI, WIND - 7/fG** � 5/8' WOOD BUSSING. AS DS SPEED AS REOUIRED BY THE JVR[SVCI*N WHERE STORM PANEL 011 BE INSIALUED. AND FOR A DfRtC11QAAUTY FAM-09 KD.O.35, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASD) DE`S�IGN PRESSURE WNCS DIMATLD ON SHEETS C 1) MINIMUM THREADED PENETRATION WITI WOOD OF TAPCON ANCHORS SHALL BE 1 112* AND 2' FOR ELCIT PMELWE PLUS 3, 9 THRU 12 & 17, le AND PANELUAL-1 FEVALE it) i IN ORDER TO VE IRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PEP ASCE 7-16 SIM! BE FIRST MUG RE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (AS D; C2) MINIMUM THREADED PENETRATION OF LAG SCREW INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED ,LV,ER'1'FYD'E,GNA'R*mRS RI DESIGN PArS URE RATINGS INDICATED ON SHEETS 3, 9 THRU i2 & 17. 18 N AS PART OF THE FEOUIRM 714RFADZD PENETRATION I Q`RDwM"` I ON THIS SEA) AS 'WERE NOT OVER STRESSED, A ?37, INCREASE IN AuTIAIABI-F STRESS FOR WIND LOADS WAS NBE USED IN TFAIR ANALY'StS PASTENERS SPACING TO WOOL, HAS BEEN D,rERN,HM IN CA) MINIMUM EDGE DSTAJACE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED N THIS DRAWING ACCORDANCE WITH NOS. L101a, 37ORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VENArrED IN ACCORDANCE WITH SECTION IWILI�7 OF CA) MINIMUM PENEIRATION! UF WOOD FUSHING SHALL BE. 5/8- 114- 10-20 SCREWS USED SHALL BE -, 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814,01-01 AND #0719.02-09. AS: SHOULD STXCID EXIST' AND I 1 MMMUM FOR WALLS WITH NO STUCCO , PEP SST0 !2-99 �R ASTFA E ,!W-022 STANOAR!06� ANO AMERICAN 115TING LAB SOUTH FLORIDA REPORT 01 � 21 01 - I 0 AS PER C; 5) IN CASF THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR. WOOD 90ARDS BE FOUND ON IRE EX15TINC AS-20', AND TAS-203 PROTOCOLS. AND, AS PER CALCULATIONS PERFORMEO IN ACCORDAINGE W/ SECTION iSO4 , W WI ANCHORS SHALL SP- LONG ENOUG14 To REACH THE MAIN STRUCTURE BEHIND SUCH PANOLS FLORIDA SUK,Owr CODE ANGHOIFACE SHA'L BE AS MENTIONED IN C 1). C 2) Al C44) 2, ATI, ALUMINUM EXTRUSIONS IQ SE ODW-16 AUDY AND TEMPER WNLtSS OTHEROSIF NOTED), SEE SHEET 2 00) ANCHORS 5104� I.+ INSTALLED fOLLOSANKI ALL OF THE RECOMM04DAIMNS AND SPECIFICATIONS C� IRF ANC.OWS MANOrACTLIRM � ALL ALUMINUM SHEET METAL USED A; CICSILFUS 541ALL HAVE 3105--HI4 AU.CY. 8 PANELS MAY ALSO BE INSTALLED "05,12ONTALLY I'Di-LOIAINC INSTALLATION DETNLS $IYOWN ON SUMON I THROLIGH 6 (S,4FE7S 4 A AU STEEL SHEET METAL, PANELS SHALL HAVE 5NN,CrUW QUALITY STEEL, A$TM A-653 GRADE 80 WHIMUM, G-60 GALVANIZED 7HRMCH �,� EXCE THAT HEADERSO &O SHALL 40T BE USED. 5" EL (JEWONA11ON W/FYm 12 2 "I (XnR ROLLED) 9 �T SHALL 817 THE RESPOKS64M OF THE CONTRACTOR TO VERIFY THE SOUP40NESS Or THE STROCTURE WHERE ShITITILF! 15 TO BE 5 Ali SC EWS TO FIE STAINLESS STEEL �0. OR ]ITS MST SCRXS OR CORROSION RESISTANT WAITED CARBON STEEL AS PER UN ETUiLADHEO TO INSURE PROPER ANCHORAGE THIS SHUTIER SHALL ONLY BE ATTACHED TO CONCRETE ISLOCA OR WOW FRAME R NGS I .4 L, SODIB ,/ ,,,i Y", ,.,I", AN SO T_ 50 S' D "' S' � """ .D SHIA, COMPLY W/ '013,11A "" "". CODE ",.I', I "" ' 3" 10 EACH REGULAR STORM PANEL WIT14 LtNGI�5 OVER 90� AS PER SECTIO14S 1, 2, *. 5, 6 AND ALIERNAINTS IW, JW & 4W ON SHEETS 4. 5. 6 & 7 AESPECTK�Y; SHALL HAVE A LEGGLE 010 READILY MOLL MARAING WSTRUCTINI OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEFL� OR k`$f Mt SERIES S-AINLE!,S STEEL, WITH 36 I,. MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLW-49LE REWORCEMEACT DURING PERIODS OF HURRICANE WARNING � � 7 MrROP!i 10 WALL SHALI BE AS FOLLOWS 11 THE INSTALIAtICIN CONIPACTOW ,S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHCH Ri IN GONTINUOUS, WNIA0 WITH THE BUILDING TO PREVENT *IND/RMN INTRUSION I(A) T_Q_.ub5T!I`ifL EN80-CO&WE - 1/4' 0 TAPCON ANCHORS AS MAM)FACTIAIM BY ij�W_ 6U&LOEX. INC iMin f'­5192 p-) 12 STORM PANEL NSALLATION SHALL COMPLY WITH SPECS ININCATSU IN THIS DRAWING F"IS ANY ULFiLLOPAG AND ZONNG REGULATIONS - 1/4- 0 k 7/0' CALK -IN ANCHORS, AS MANUFAnURM 13Y OI INC PRCMDED BY T14E JURiSCACION WHERE PERMIT IS APPLIED TO, - 1/4'0 l 3/4' SOUD-W ANCHORS, AS DISTRIBUTED BY Alt POINT SCREW, BOLT & SPECIALTY CO 13 to) THIS PRODUCT EVALUATION DOCUMENT VFEDJ PREPARED 61 THIS ENGINEER IS GENUK AUG DOES NOT PROVIDE WORMATION (M.- F-30m P-) - #14-10 PANEIMATE FEAME 0 & PANMMATE PLUS ANCHORS, A� MANUrACrURED By FLCO CONSIRLI-TRIN PRODUCTS FOR A SITE SPECIFIC PROVECT, ,o� WHERE �K 14TE CONDITIONS DEVIATE FROM I'm P�ED - t/4-10 ZAMAC "UN ANCHOR& AS mFmVF`AMREO SY DEWALT. ,NC (b, CONTRACTOR TO K RESPONSIBLE FOR THE SELECIPM, PURCHASC AND ftVALLATION PlEtUDING LIFE SAF-Tv rF THIS PRODUCT A 1) MINIMUM EMBEOMENTI OF TAPGON ANCHORS INTO POURED CONCRETE SHk1 Of I 3/4-. 2- FOR ��CQ PAINEL"M MAD BAS$.O ON THIS P EO PROVIDEO Ng,'SHE DOES N1,r DEVIATE FROM THE CONDITIONS DETAPLED ,-IN THIS' DMUMETIT CONSTRUCTION SMFCrf K� 53TE IS THE GONTRACTOWS RESPONSIBILITY t 3/4- FOR ZAMAC NALIN ANCHORS - W INS PRODLICT EVAL'LATTON DOWME-Te WILL BE CONSIDERED WAUD IF MODIFIED A 2) CALK � IN & SOUD-SEI ANCHORS $HALL fit EMSMOM 718" INTO THE POURED COFICKIE .90 EMBEUMCNIT INTO SNICCO SHAI BE PERMITTED. 114' 0-20 SCREWS USED SHALL BE 1 1/2" LONG WANIUM SHOIALD STUCCP EFFSI� (6) SITE SpEcific PROJECTS SI.L&LL HE PREPARED BY A nL)RtQA PEASTERM ENGINEER OR AACNOC- 'WHICH TPLL OCCOME I�Li AND I" MINIMUM FOR WALLS WJT,1 -40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O -M, ENGINEER OF RECORD (EG-R) FOR 4HE PROJECT AND WHO WILL BE RESPONSIBLE " Fitt BUT WITH WING NVOS PROPER USE OF THE P ' ED. Dt"HEER OF RECORD. ACNE, AS A DELEGATED ENGINEER TO ',t,,K , �E.D ENGINEUR� SW3� SUBMIT TO APS LATTER THE SITE V,FC41C OPAWTWS FOR f"EW- &.3) IN CASE THAT PRECAST STOAIF� PREC---T CONCRETE PANELS PAA,ms, Srucco OR WCOG awrls OF Kwort ON N4F EXt"NG WALL 01; FLOOk ANCHORS SHAil OF ICING 19WOOT, TO REACH 114L MAIN S-MCIVRE EXIONO SUCH PANELS W IHIS P�E.O SHALL BEAR IHT DATE AND ORIGINAL SEAL AND 90ATURE or THE PRG9E$%ElN& I ANCHORAGE SHALL BE AS MENTIONED 'ri A,t) AND vN X.2), ENGINEER OF RECORD THAT PREPARED IT 16� SNUTIEA MANUFACTURER'S LABEL SHALL 13E LOCATED ON A READILY VISSUE LOCATION AT ,STORM I (5) Tn__vmNC _j;Qw.wE_1KOGw_xA1JI_�C�9JT PANEL UY` - EC1,11N 1709.9 2 OF FLORIDA BU.1_VNG CODE� ONE LABEL SH ER IN ACCORDANCE 411H 5 - S14ALL BE LAG OR EVERY OPCOM.' t,AKILINC TO COMPLt AMR SECTION 1709 01 IF THE ;/4' I' WCON ANGHOR5 AS MAAIUFAG�UIFEETI BY k T IN RUILDEX. INC- P ED F - /4- 6 . 7/ -IN ANCHORS� AS WNUFACTURED BY DEWALt, INC FLORIDA BUILDING CODE. _ ,/4'0 A 3 1 1 !'SCALA SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT & SPECIALTY M A CIA,- I - ,I.-,. PANELIATE FEMALIT ID AND PANO-Wt PLUS ANCHOP5. AS MAJNUFACTURED By ELCC COFISTFILICTION PX�0��r,tlllh`llo` I . ,4. It ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY VW&T. NL .,§�� �:.�Q/,Sk ` I �,!) MwAINM LNeLOMEN1 OF TAPCON ANCHGIRS, ELCO PANDUATES AND ZAMAC N&UN ANCHOR, INTO THE i�-�r'Eivs,"...!/ � i aLOIK UNIT SHALL BE , IIl_ 4__� FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) ., ' I � . = A`ml,c mnloc, INC Fl. 1 - %044 67 - 1 24 GAGE GALVANIZED Mt STORM PANEL 'HE '. R2) GALN,N & SOLO -SET ANCHO-5 SHALL St EMBEDDED 7/8' 11470 CONCRETE IILOCI UNIT- TIC, = 41UUM S�O%EIVENIT - BY STUCCO SHALL BE 1ERMIFISO, 1/4- S-20 SCREWS USED SHALL BE ! 1/2' LONG JA ST� * ,� to FXI - - �__ N, �_Z: ,,�_* _�_, � /tr/w . , GLOBAL PROTECT" PRODUCTS, ". IN -41 AND I' MINIMUM FOR WALLS WITH NO 'EUCC(I S -�5%� 1 1 -1 / I I L IFE C 0 STATE F - - �_- - 14" jt� , I , , 11 mc 11 83) IN CASE THAT PRECAST STONE, 09 PRErAST CONCRETE PANELS. STUCCE) OR WOOD BOARDS BE M N � Al �.- -YCZ,P-1,� TU-10 TEMING.! ENDA-MAING CCNIAANY Am .. 11 1�- . . . . . . * A,Nt .11 - .1 AN, - — I .1. - 4AVV. $1 �011TS,W' 20-175 lilr",NC WALL ANCH 5 514AI BE I-ONG ENOUGH TO REACH THE MAIN STRUCIURE 9KETUND SUCH .�. - , , 0" ... , , t xWA­.A, l� -4, [ 1* ANCHORAGE &PAU BE ,AS MENTIONED IN RJ) AND IN B�2) � -.1 I - — - PRAWN't AY -11, 2 '�_ , %%A E wrl, CA­(100511- - �__i' I= 1 *"`IIw1;,,'HI11, 1=WUft/DAFE AA4'RF X It . . nw_ J. I 01. Plz , , I I , � �� _____ I I I INaTALLAII90 12EIAILS FOR REGULAR PMEL I i i I INT9 POURED CONCRETE QIR CONCRETE BLQQ-K 5JR_U_CT!JRU I S=I RETE FrE -EXISTING POURED CONCRE - - i _--m WGINRED , W Er OU�l I OR CONCRETE BLOCK ! " % RE00110 4 , ',� , REQUIRED- �X;J:�� I � � , �,Jl_ CONCRETE ANCHORS - , , , , , '­ "I , CONCRETE ANCHDRS " �,,,, - ' -'- I ' , A, (SEE SCHOO , . -.11"" ULE ON 1�1111 , SHEETS 9 THROUGH I 0,, ,,I - _ , - _,(i) ---- -- , (SEE SCHEDULE: ON " e',­� " lei'�;, .... � A �, I . * , . I., SHEETS I THROUGH 30) r ", - I - __ I ` ­'. I (:2) fXISTING POURED CONCRETE OR .. J 1, ." 1 COWRM BLOCK (3:) f- __ ­ - � . � I Yl� i 1/4* F­­­ ­.. -1 , .1 ,Il. t!", Ii! REQUIRED. � __!­u­.:RI I ,.�� ;; - - I . ! It/,. i ""!,`�',_'n�,' "I - , I CONCRETE ANCHORS t �J',�, , - - I , I'll � �1, �1_ . � (SEE SCHEDULE ON[ __ 4a,'� I i I ­� _ 1 E�§� � ; i -, I SHEETS 9 THROUGH 10) ,�5:�J� I - i i I "/�,/"�,,�,,,,'��",;;",�,;�,, �. ,�.; ���///��,,,,",,,'��",;""�,��,� 1 ,�­ - I 11 � I 11, , - , ,� 1 -;,", . mi ,'A' i - I - - EOr 77, / ,,� � " " ­'.- '­� ­ I i cl) - ,J) i ., . X, . Yo ., 'z i [ _T1 'I 7, I I L -,-- ,t­ --- 'II� I I 7 " - -I--- ,/,-._�T� , $I. I ap IF 4- `­.- - - I , - I Z=`Aa v ­-4- 4, T_ '11r. __ , . .-. ., _ 1 ____ I : ED, . ,.,-. If " . , � " . ! I " ". �, I �_r­ SEPARATION m z 1 -flF= . --- TO CLASS, . - �_ F 1 1 1 LENCT. 010 7,-Ir) ISEE SCHEDULE *L' MR,. 11 SEPARATION , V, oloto A To GUI � � I w__ " � OC` "_`I. I fSEF SCHEDULE , - , L/. , , . I I . I " i I =6_1' SHEET 3) 1 014 I � PANEL LENGTH I' 1! 1 4 ON S14EEI 3) ; ( , - I I : I (SEE SCHIEDUL - � , 0 �, I 'L' VIA III S,��,,m �* MR., i I I 1 ! ON SHEET 3) I : I TO GLASS PANEL LENGTH 0 PANEL LENGTH -I (SEE SCHEDULE - I I - I- - � COACREIE ANCHORS � - I � - __ . - � I - I I' I . Lf - - I U CE: SCHEDULE I (SEE SCHM LE U V, "S , ON SHLET 3 ON SHEET 3) 1) �� ;, MULE ON , I I (SEE SCw I SHEETS 9 THROWN IIIJ " � 1 a ON I if L 1 SHEET - , I - 11 , . I - - 7 - - "I - ? � I �� . -,,��' :�`�-,I,,�,� , �,�,' " [-Cl 50% i OF 'L' EX : -mrjo 11 ) I "Istolq ! --I i I I ,, - "i '11�:,, .1 �/ 1' 1.�i,`_ ""I ,,� " - , ''. , ". - 4 I MAX i I � I� : SO% � - - , -11 -1 I - ­ I-` ;, I OF 'L' � GLASS t I I � � 1 ED. ,,,,V� " ­ -! I _g-,Lc RMTS "t, . I 0 FF ,/4* PC, il;��l',���,��,�i��,�"I'�',���"I I k " MA ,���,,,,�l�,�,,,t-�,,,��f"""���',-'f, " -, 112, �, .", �,�',� -',,� � ; F -,� ', . �:;J,�Z, I � � �� ,"', I , I ,/ � � ,_ �._. I ( � , " f 1��`-15�1" � I 11� E�o I I I �1_1� j 4 1r11_11,'1'�v1",1 I 1,1,,,r',', t ', I , 4 I ', � , Em. �,�":,�"', I E.D. �,�,,�',,�, , ; I - I � ,?. I -1 I I I - - , :,;s,-,�;, I � f I , , , , �) , ,�,;,��,,, ,,,, 4'' I q:,:5R - �,, � 11 =:T%- ��,­' 1 a I�F,Ilr O.c., ","! _1 � I ; - , _ , v , I I " .... ,.�, , I -- ,,�� - I ;� I Nk'S APPLICASLE), .;'4 �k I , � '. I - 1'eW ko W.S.0, HAI, -;Tw INALIN)l ToA ISCRO10 OR COWNETE EILOCK I, - i CONCRETE ANCHORS . .11`1� I I, :��i ! I � ", t Coll-- _,u_F,U,_ , Ile-Imu, Its 04. W/ w 1 74 7!!?�'. 1 . RMUMED. I _,,4 _ � I � , - - -, I (SEE SCI BULL 014 ,'.,,'� ,'�` __ - __ SETHR.." , , __ ", F., �rr , , - 1:11.,� � _-ALTERMATE - I" ;1 - _,,.,�,, 6 __ �, � , W/ (!D LY WHEN UW - _" ; , - - I � LEG LOCATION V ", �:: - , - - .", - - (:�Ilf S SET & -IN AN ORS ARE USED & W/ WHEN EXISTING POURED C04CRETE PAN LAIATES ANC ON CONCRETE 13LOCK EUSED ALTERNATE CONCRETE F JRGG CONCRETE __ XtSTING POLL I CONCRETE ANCHORS ARE REQUIRED. ANCHORS OR CONGFIEZI BUD" REWIRED, STAGGERED W/ STU (SEE SCHEDULE ON (SEE SCREOU ON SHEETS 9 THROUGH IQ) i"LETS 9 THROUGH 10) IOURTING I 2111� SCALE 3/8- I' I WIMMK SCALE 3/8.1" WALL MOUNTING / 121 ECI MQQNI II SCAULE �1/8-1" I 'o"In", 1070"", A �. Iq ;,ps', I ,,,,.,:�� - , , .. - .i:W� , rAI *-. ',- JZ 4": - - - - EN .. co 0 �, . CODE (Non FLORIDA BUILDING Nigh Velocity Hur cone Zorm)l - I z .* ' ? .* �. = o,44167 ' I N40NI Tknot, ­1 24 GABE GALVANIZED STEEL STORM PANEL F.P ! I- I E-0. - EDGE DISTANCE (SEE SCHEDULE ON I & 10) I SHEETS 9 w-m-E0 2ba: TOP & BOTTOM UIOUNTINGS CAN BE S COMBINED IN ANY WAY TO UFT ANY . . = = * _'. * i * f - B - - - S �O.. '��-Z!�_W--_--e-�- - STATE O� I ., - - , �� . At , " 11 ie,, '.­::,�'AWL \ / 111LIECOme' \ GLOBAL PROTECTI ON PRODUCTS, LLC. .m &W, 5, tnqwc,� ntuff �- INAV FIL wall - - 0 - m ­H��w An -I PHONE,1 OIN,00­7�0, Fm DK,N_1A7 ORION 01, 01/17/im. ,Am 20-175 INSTALLATION!. — - - - — - E -:4 OXA*Att� � i ,,,;,,-,, , IVL*,,--� CA-.000, , It _27- I 1 TER A. 1: I - -1. 1 .— -'-'4,'w 1 ; I I 1 1 , - IIIAMT . OF Is I I 4­0 (1) (1) C_ C/) _0 — M > (3) C- " 0 _0 L_ (1) L_ CL CL = 0 0 L_ .= 0) cid -IIIIIIIIII, 0 -0 Q) — 0- 0 - (1) -= = Q) =3 -0 0 M Q -cu -0 - Cl) -0 = o L__ �5_ IIII2 g-- = 0 (L) 3: m0 C .0 -6--a Lu LL %4- 0 — m > ' LI) cl) — -0 (1) U) E= (D .4-0 M 2 CL r- � M _0 UP . C m U) C) - < a 4 z w =I ------------- --- —.--.-- —_ — ____ .— ____ INSTALLATION DETAU FQ8 REGULAR PANEL Cj) -7 INSIALLAT-10bi DETAILS FOR REGULAR PANEL; 1 L� F---"— - F-'------ IN-10 PORE ,. - -11 ­_ - � - 11 1. I lff_Q� �STU �U� � -1.1 ... . - _­­ � - -T- - - M11-W I __ I ­11 -I - � I- .... 11 -1 I INSTALLATION DETAILS FOR REGULAR PANEL (1) INjQ_N_0_0Q D CONCRETE � ,%, - I I ­1 _____ I , , I I I I 1 I " cu I , - �:_ 1:1 � - - ---- �, ; � i SEPARATION , I I L _ - - " - -_ �, - - I ; � I I _. � , . � I I e I .., 111 _VOD ANCHORS , I . i�i � To GLASS. � � � - � , I � 1, . - -_�,- I/' ,. � I I ALTERNATE LEG ;, (SEE S H OLE ON , , __ ___ i I _LOCAMN � ALTERN'TeLCOCA"'TCORNM - - � . , - il, r (SEE SCHEDULE I - I - � (3) ,/A `* 1 .. _ANCHIORS � � � �, � - "��) v ON SHEET 3) - 4'.8, ,� I (SEE SCHEDULE ON SHEET C I ED ;ft su" HlAo amlts V - _­__ , . I - - - --- . � -- ­ - I COW ETE ANCHORS I � I i ) I I I t I I -.� I SEW In" I,.-- - I � * 0 I/'- Tc_ t__._________ 1. - �, . - - I - I I- � . �� _­=�,A_ - - - - 7-4- - I= %= sn' I ADEQUACY OF EXISTING WOOD ' . RSCHE E 01 I'll I EX"7ING POL41ED CONCRETE OR CONCRETE BLCXR .1 � ! ­�__ * i� � 1____________ � I Cn -4-0 (SEE OUL C - - SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE _ , ­ I - 1> I , - , I -- SHEETS 9 THF .H 101 OR C NCRIETT BLOCK , REQUIRED. - - . 11 I I I I I I - . I I �� c 1 I �- - - - I I ! I I SEAM TO BE CIERTIFIED I - i,j " �,7,:N,��,_ I 1- - ,:O ". - . I - I I I . I � I ' I � - I ' - , �?' .. , I - I I �1! I ­ . F�L I -1 I . . I TIS - & IIATE LEG ­_ - � ZISG� �� � - I f� �� Ic E BY . , 0 , I - - .-----, PANEL LENGTH i REGISTERED ENGINEER OR . _1 4EOURZD� W- I ,� At _?� .... I - L F . - " _� _ ;.I I - i �`r . ,_, - c, WOOD HFAJQER� �;, , L I�l WOOD ANCHORS I 1, � � ARCHITECT PRIOR TO SHUTTER ;' I I -- , -1 , 1@1 . r,� I _ _.. �_ I SEE SCHEDULE . -----f-D- ' ;� � _L CONCRETE f� t , , /, ANCHORS � a) " "N' POU , Oato (SEE SCHEDULE ON "D REQUIRED - � I I - -4) _ , � � , . �. I L � , i t (_ i I , - '11 CONCRETE 11=15 � -,;­4 K SHEETS 9 THROUCH-l' � ', C2) . � il. (SEE SCHLULiu LIN -, 11 -_ ___. -_ - �VX�_ ____1 ___j WOOD ANCHORS ALTERNATE WOOD ANCHORS� I' wi,,, - � � I � I L_ INST&LATION. -_ , . I I I 1/4' SHEET I 1) . C ch* 6 =, � I - SPACER � � 'IftE SCkEMALE ON (SEE SCHEDULE ON - - - - - - - - - - , , I � , � 11 -, ., ­_ I - - - , 1:� . kw. I � -,Of - - i I ON ", "W" I A, -EQ�EO­ , - auuvx 1:,I 2CREII, on 1­1 _ — - -, -_ - , aill m*,dm i� , .1 I . I I -- - , I ,-:ffN­I "S"` "S` - I __ " .1, — (D � __ �� , � 7 ,�e __ I - , I . I i I - OF IL 3f� =,��r_l,� � � .. w - , , (0 � �.,��,,�� ,*-,,---.--- J_ �'. 0 __ - . v= IV 5c.m OR I 2 � ! , I SPACER -- .. SHEET III SHEET I IT - _ - - �,""' _� "'. , �! f - lu__� CD = " - , 1/4- _�"_ "'I'-, I _". , 11/4* ". � ��� � I I � i I ­- - I pi'l M. I I ru ] � I � V,4112 _I- � 6 II./t, D.� t , �. - ./ IAN - : � MIN . A __ - __ w ., m Ax. ..f ; t : 1 ��, I . � - __ � 11 - ,/,' � 1 � I . I.. � - - , i . I � I -i MAX WOW HEADER I � �k� j 112* ­1 - - ____ I- 4", �T_Ilr - - .. �­. I i . i 11L �`, I ; I , REQUIRED .� I r � �, BE-z : ) I --- =�__ (_ -, __ - - � � I—— - _4 REQUIRED __ - __ - . - ___ - - - i - , � , MIN, � f�, � ,�� --- - -_ -- - " ,L!=-- � (�) - - .� � .... 1'. . I . .41­�, IGH 10) 11 i I/.`,_:mHI1 I . . � 1�� i I 1- T' � _,.: I I M I . "Im'st"C"I ; �_, . �. I i � , , 11 J - ED Ex If-, I 1, � �, it! n ,-, __ � �- I I CONCRE-- ANCHORS __ - � � - �.,�,,, �; I'll " Or 1� 1/2 PC I - - .1. I I � WOOD HEADER - � : i ED i - - I . L q I - �. I I � . " .. I " I I_ -,�,' 4—' --I "I - - "A . ; (j�_ E , W,w IJ) I � _O , IF q. 11 , - i . "I I � _F11 I - ___,_,L__,_ e! . , WOOD ANCHORS � 1 ; .4.1 a Ffiv 0,1% - �, M , � - ,,, PANEL UENCI H t I I : : i � , , I i z. , 1 , : (SEE SCHEDULE ON : , 1-11 . I 11 -1 - - I 4� , [ - ': 0 I2 1/2' 1 1 1 1 SHEETS 9 TKQ �1 - - , , , , I (SOE SCHEDULE I I I - � � � I , I � I , ML,, , i 1, ` 11 I _. - @ I" M CSj LONG ALUMINUM SPACERS * I , - I .. Eb. ` 1�� - ,. I E TABLE #1 ON SHEET I I,) ; , ,,�,:, I , , ILY L_r i i ! I I L I I � SHEET I 1) � I I � � i!�� = m , I . A � : , ; I t � SEE NOTE - BELOW FOR LIMITATIONS FOR , � �, I 11 I , I 1L* MAX. I I � � � � r, r I 1/2* LOW, SL"%ES, CPAM71TON TO l : �11 I I FPAM710H I ; I 1­11 10 " , I �-= - I SEPARATION I - Ci ) "DRIZ-Up IV is 1 f5" """ ON L [ -�, D, > , _Sr; I (i'l , ) 4_4� - i __01 I .-. I min i ON SHEET 3 1 S W. � , ( �1, I , I I Ali 1 - C, " : L., . _J I, L , * , I To OLASS4 I MAX I PANEL LEN014 , I � !� -.4 GLASS (SEE - I : 4 : ; , I IQ CLASS i ,� ON SHEETS ( LENGTH I - , , , , , I I -1 - 11 �,'_ - wo ,,, "'w - SEE SCHEDULE I PANID, ISFT SCHEOCKF� ,�,� , , f I � � � , , �i � - FEMALE ID OR PANEL MATE I SCHEDULE I '/.= : I 0 u I i 'W4 ", , Aw", SEPAR ION TO GLASS I 4^1�� � I (,-SEE SCKDU,x '0 9 & 10 9 i (SEE SCRuOuLL I ON "EfF 3) 1 -PANEL MATE I I I usurt v,vt r-F-) E O I I I ON ��EV lj I A", SPACER I ON SHEET 3) t ON SHEET 3) t", -1, , i ON VECT s) 1 4 .�,T_. I I MI., SOPAIIATION TO GLASS, - : I - I - - *L* M­ �, U, I . : : �� PLUS (SEE SCHEDULE ON SHEET 41) I I F` I- I ­* �L. Mm " F, I I SHEET 3) ,,, I,, � D;i� I i 1, - - I 4 � I - 1-,� -1 ­ - , w FOR Awn I I _Tz SCHEDULE ON S141EI 3) 1 1 l PANEL LENGTH � A 1 - WFOIFWL 1" MO. 1 ,I� V_ A It - ,� � ,, ; � - 1111_.i-3L_ 0 PANFI t,000111 , - I -1 �� 1 -4-' `0 VAX 41 - ! Cr RCMED LE ,I lj� L_ ! (SEE SCHEDULE ), : I �11 11 I Umcm 010 ?_n PANEL LENCIT) I I I k li-, � ��_*, A'Al, MiA i 14 - -- ----- - ­% . L , � �� (5- . � =m=a11_s) I AT. It � i I I I - , 0- '' ,/ I _j 3) F � 1 ON SHEP 3) 1 1 SEPARAITION 0 �j " j_L7"L7­r- ­ --I PANEL U14M ON SHEET u MIN. I . . (SEE SCHEDULE I L TO GLASS, I " WOOD - __ I i - . I (SEE SCHED(AE PARATION -1 ON SHEET 3) _i)_ - ; \) .... _! I ON SHEET 3) - - 'L ' ---I __I T S. -1 JI I i;;EF - MASS. ; I ElISTING -t : - - � I 1. _� 0- - _� - =.m=_t,i - I ­4 ( � - PLATE REQUIRED I -1, I ; EXISTING 2'.4 1 SE I ISTI ; cA,,kss ON I ) I A- 9, ­,,�-v� , _ ; 10 .IS q = L I r— 12 IF - I = I - -I - I I * I- I I � 50% IF I - -_ -- --- Ff(SEE I Sew-OULE � , - - ___ j, ___ �,_, C I .1, w G 1. _ � L'. - --- --'- - -, - I �__ �ik__ �_ I IHEM MOUNT W -, I - - _____ - -- ____ I 0 ON SHEET 3) _1 -_ r ALTERNATIYE 2W' I I I 11!/' or *L 1:�_" -115=", � : [ ( [ - v 7� , I- - I I I I I I F .L. - _ _ _,�,, - I i , - _��,, a ��, I I � cl) " I __ 1�1 p _!, ] 0 I , � j . - - , A t I ____ - - - [ 4tTj J. < , �`K,"�,�� MAX. F, , , - WAX , - �� �) SCALE 3/8. , I OF 'I' I I - f 1�1 I , ., _"", � L j) : � If 54 1, ,�, : I 1. ­:'4�_'­,­ : I , . I I - .... - - I I OF v 41- , ­�.' �' 0 1 9 - - - - , � ,;,.'_L� _,,�­� . Son 110, I i I - I 1 1 1 L - 4 MAX. � :'_ ,'e` R . 0 12 1/2" SHEETO;LSFOR MAX. PANEL LENGTHS 4, 1 (1) I ED -, � ,MtE - VAX A.S.D 0 FOR THIS INSTALLATION, I - -1/2 .. , ; w I , ' TIH I : OF 'L" I i � - � , I , Ft q) 1, I j. � I ­1 I , _-I= I . O.C. SEE TABLE 01 ON I �, 'T I -- 0 . i L ___? ' JO 19 - O.C_ ,�11 . - I I ED I : OF , ED __ 1 : I I (D4, @ - O.0 - i I -- - -, - ___ . I i �: , I/T . 1 a i2 I/2 I L_ � I .- "X , - ��� I'll, - I I -1 I 4 " 'L tir­ I L . : I MAN : 3) 1 So hill i I - -, I -i +_ ' t . I I = _S; ___­_ - ... 1, I , :"� . JI - I, ------- b I ( I 1 4' IL I . I N-1 I I I No ,`,.�,! I 1_ L - _ f/4�1­1- 1 � . , _____ . 7 - : 0 12 1/2' OLE dt. I 11 ____:_-_i ­____-__-_________j I I -, -- - � - 1 5 - amn r '- 11 % �, .. _�_ - - .­­ - I L - - - I . I/., CC, -0 11 S��___ __ I I ,111, � I. - CONCRETE ANT I I I ;w i�.',' -9 A, 7�!�L �Lff_ CONCRETE ANICHORS� - ;4_,-� HORS I I I I . ,� ! � ALIDNED 1 L I I - I _,� � 111 (SE :��_:��i__ ILI; - J! I E� I L . - - J I'D , � ---------- 4�� C -, - .,. -_,�,��, -,".��,L-� 'L�, 7E OULE ON ,� WOOD ANCHORS I ** m m. , ; � I I � f1_0 E I , I , I � I- - - - - I I r__ I ---- I I I . I , I 1, 0 ,., � � � , � SHEETS 9 tHROVCH I I I I I 1, � I � ­_­____­­-­ -- "----- L . EXISTING POURED A. '. T;_,�;, L , " � 'Lm �� ,I, IDGE IF WALL OR SLAB S.I:Ar,�qEt=ll 11) 1�`��,�"', I (SEE SCHE 0) 2 I/W LONG MAN, ALUMINUM - - I I, � - 'I 7 1 - I- i I � C , ­ . 43 = * - C.C. VALID FOR 1�_ ". L I L , I I �L � L - � , STAGGERED W/ STUD I SPAM AM W, RE I Ilr LOW ff`-� I . L L I , I " - , SPACERS 0 6 1/4 � , L J�; � �', ­ WIMULE 01 � i [ - , -, FIFOWNREE7 � -11, (111T� CONDITION) ­11, " � k- ,_­1 r��_Jl7_ � �_ SHEET I I) � I I I -XS- WOOD 2^0' WOW L_ - T � 11 �_,r _ -�3/1'1 0- ING POURED CON ALL DESIGN LOADS AND PANEL I I : __-­­­ .- ­_­ ­ L R J�L I � - BUNUDINDS WITH IS*_R* j 11 . - DECK RECOPIED P` - ­ -- ..� � 1, � �,,' WOW ANCHORS 11 I - CONC ETE ANCHORS 1 __T 2 1 _____ ____'� L MAX MUA RW KOFAFT (THIS IS A RIESTRICTION FROM ANY I I , , I", �57 i _1 CONE BLOCK EXISTING POURED CONCRETE LENGTHS PER WET 3, � _(�) ,"';� It) INSTALLATION 5 LIMITED TO A, ONE WOOD ANCHORS 1�_ --- ­ -_ , � . REOUIRED (SEE SCHEDULE ON R _ REQUIRED OR CONCRETE BLOCK - _ �,, , � � �, i � ­'­ -­­ , ,� , i � �, h,", L REQUIRED - � - '�' SCHM 1, , : , I WOOD ANCHORS I I I (SEE tu ON 1 1 � - - ___ ' , SHEET, 11) _f , ALUMINUM SPACERSI 0 P'.4, WOOD _ I . i %4tof4� HEXW &A"my At"Im ON 5Iw I 1). I ­­�­ , � ,, , : � (SEE SCMEDULE ON - - L 'Eu� ­ L- 9 R- CRETE 2 1/2- CC. (SE4 TABLE 07 ON LATE REMiRED - , � � ��.1111 - 1�=S%A=To PA" wommkis i , 'x4' WOOD I I ­- ,_­�_ ... , ­_ � m 0- SHEETS 9 THROUGH 10) _� "' MAX, LONG I � , � STAGGERED W1 STUD _2 - , __ I , I ''I PLATE REQUIRED FOAXLE010 04 SHEET , 1) � - - J, F/ " I I SHEETS 9 & I D,) I R So U U D I'M", I w � - -1 " _ : � � ! (SEE SCHEDULE ON Low AS THE FOLLOWING WHO �� w P"*a11Lmw1q91m",nft*4r."= "-,L T. ! .. I MWS IS A AESTANTION MOO 12 1/2' C,C SPACWW AILOWSO ON I i I 11 i � I : � i � SHEET ,I) I 07.01A.&I WITH, I I --- - .2' MI. '_ -L .­ - ___1 � �, - __ t� .__ 0 a) : 1 : � � (1) wmum ASD DOI AffessAm I sxw trt� � , A TING WALL MOUNIING /Aft%m "FACERS (M 99 � L 1� AMINIT IS .bo. -M p.&L i � (3) WOL 2A CAM FANO. UNCTI4 IS UUTDO TO W* AT ANY OFMO I � Cn i . r � i I DKIS 6 � RMWMN FROM LAROM PANEL LENCRIS MWM ON I NVE&IN&A WIWIN2 U11duldfill, I ,� " ". . �! _L] -,. 1 (2) MAXIMM STOW PANEL UpAn" Rr IR"j NT 1 SCHEDULE. SnEv 11)� I SCAL-E 3/8-1, SCALE 3/15-1- SME,3/8-1- 1 III:- ! WALL M MQU . I CE11,109i AND ELQOR MOUHDNG BUILD -OUT MOUNTING " CIO ; pt I (.) I 1/7 LORD SPAM COMPONENT IVA SHALL BE AS INDICATED ON 1 WALL 9OUNTING 1 (3) WORM RAIM INSIA"TION S YE-n !;,w Z INVAUATION OF I yr LOK . " ITS .1 : ALTERNADVE MY w i ';�L I I'M FOR . z0I L , AND , *1 .w. : O*H�H .... . At SCALE 3/8-i* 00 � into AN FARsTIND wow FRAME � SCALE 1/6-1- SCALE VS. I' I ALIERNATIYE 1W ! I ,-,., SIANDA" MITI THE . , EDITION) Of THE FLORIDA i '" L. SCALE 3/8-l' (4) INSTALLATION vAuD ONLY MR WIND wj.Cm OWE ZONM 1, 2 a 3 MR AIRW E i I , .ii�_:.�1Q,'%, "O'HAIIN i ,N�� . t I , �, 11� , � - � 'Pil"', � ,""'"'OHINN"t -­---­--_­­­___ � ,00 LIJ — -.-.. .jll�? 11% ____ /1*71_1vNC6W-.v5;%_ . .!�.��44 �. ..., Is ,0�tisk..�.. 'WN, .. I - = . ­* , A NOTES: z * 2 .� * � 4 .", Celt, ..�� � . = I NOTES, L, I., _ � . __ I . ' Al . eAt . % 'cone ZOO ,F 111 Nq: I -I High Val*= r icons Zone)l .. \\r E %. . . " .. . .- NSe& , , ,_ FLORIDA BUILDING CODE (Non High Velocity Nu .) *: . ...... .. I - . � . , . . . , . . \� hQF__EQ8_QQMRNA1_19B_9Y_S � = . FLORIDA BUILDING CODE (No, Hu . FLORIDA BUILDING CODE (Non High Veloclill Hurricane Zone) I 4z .1 1-4 1 z -' . ' � ,,� z "I'm TLIUDI. W_ . INSTALLATION ARE ONLY VALID FOR MAY., A-S.P = - WE.c. - I.A. < - = 24 04E GALVANIZED STEEL STORM PANEL WM_EQRS&MWNAMR_QE_iE0=: : 1110, 44167 * S 24 GAGE GALVANIZED STEEL STORM PANEL !Ii ':� ': z . o.44167 -� IIIP`0 M`10t,. -1 I . INSTALLATION ARE ONLY VALID FOR MAX4 ASO. z F.P TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE FtATING (p,s.f) AND PANEL LENGf_ 24 GAGE GALVANIZED STEEL STORM PANEL = - ORNMI SY. DESIGN PRESSURE RATIfFIC (P�I;J) AND PANEL LENGTHS E*- : - MAN wl COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � '., STATE OF .* S - . - — .. * 7. * I * S- * - I . . y = '. I ,`��,,- �,­- z N91L_EQ&m TOP & BOTTOM MOUNTING'S CAN BE AS PER SCHEDULE& ON SHEET 3 (EXCEPT FOR S -0' STATE 05Z- - I : * k ­;--�- \ INSTALLATION 2. FOR NEW WOOD FRAME CONSIRUCTION; WOOD i�l 01�'- 110 t,,�� ,,;:, -_ -1- W/27/2M AN? T 2W') � GLOBAL PROTECTION PRODUCTS, LLC. *`/E`T " - - __11 ... 11LIEC04 GLOBAL PROTECTION PRODUCTS. LLC, oln: 01114 COMBINED IN ANY WAY TO SUIT AUERNATE :7- MEMBERS TO BE SOUTHERN PINE No 2,I W� SPFCIFC �� MC. IOP & BOTTOM BE �� , ': DENSITY OF 0.55 OR EQUAL. I. �,U, �ff�- Tvinwo I a SEE SCHEDULE ON nw, YOFTH. . ENGINEERING cmm"y '-O,- - _ .,/ ___!� - It, _ _ _ _ _ X%WW:4 01HRIAN lw 'tA 61 $TIM I - / L_. ,,, I, I C * , - Z Qw &. 51 sw� INSTALLATION- 7�, � S... 51 IRIN11 ___�, " - --- / E.D. -� MBIMMN OF SEQTIONS; S 1��.___ itt GLOBAL PROTECTION PRODUCTS, LLC, '-T— . " 11LIECOw.. MOUNTINGS CAN �* t T, - EDGE DISTANCE III -��% STATE Oj� LIECOi l, " ' T4>10i___"_��_ C. 11 tIT� - - Al MAKE, Fl. ZOAi4 2. FOR NEW WOOD rRAME CONSTRUCTION: WOOD i,. I A , C. mu'-Tfir-wo-it, C"s-wo .."NAL `,, - DAWS, N_ WIA " .,,I, � , , ,,,;, RAH __AA P`­ F` - 20-175 , ��,.t.,_ — — " Al ,,,�Rtt� Iz- _.. - A, . - 20-175 . - L AAr "", PHONE "NIN-75m fm T.).-.7 SHEETS 9 & I 0) COMBINED IN ANY WAY TO SUrT ANY ...... *`Q� - - - 1. I PRO 111-1", - FITOIC� Bo.)AM-RHIL FAlL (W)IM-1797 20-175 , - � VIN, ___ �OK`% (WHIPal-Imb, F-1 0,N)AW-w- I------ __ , , - ORMANO - - . INSTALLATION. ,I�* .I— MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC "rZI, 6/0�i; i�_O_V_/_ - — 0M."No �. .�� - , . I .. , ...'.. .1 - . ­­ __ ,� .n.1 ----------- i;;--L-.+ — I - I < im , - %j i cl­=071. ----;� I - I _.I � I - ORmloal ft. R EQUAL - Ill-ompt m SEAL"MAPTuRLAIATE � I f. - ftm � P. A ' 12- — WALTER & I DENSITY OF 0,55 0 - 0 ." _?". "ZORIDI, � I I Nt. w �� V 1 W I 1 11,4 m- a S to flitiViiIINIA N m / FA T r I . A, TILL11" ", L I IN jl�l P.E -, ALI � �� � � ____ _.�_� sI now. U.. # A4, , __j I L--------- — 11T'111�1 agm- 07L I , 1 "'. brAcm . I - -------- �-- - mcx 6 OF Is 11 I I L___ ­_­_ MR, 'U"I'lu, !"43-E � I I --.---- ---- _____________ !I , I 0- SHEET NO. SH 1.3 TA _ M_L_ END CLOSURES DETAILS E(11�1 IN5 tLATrIQ N POURED CONCREJE, _QONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REP.U��l SAFETY & E-Z HAN9 5TQRM EANEL(UAYS ITEMS OR 2*,4* WOOD FRWE 3* 3103 "-l', ON *06,3­6 AUSY COAT ALUM� (4) & 0 MOLE WMI 1/4*0 1 .1/4' z I/- TAPM 4 17' OX� POURID CONCRM CONG071L k"X OR 2*.4, WOOD FRWE, Dow RU, RODo 21.11' *0000, MAIN: lau 10 2, OC "m ALTER"41t uvu* r 2' S o55 Cow W< t, #m ALW� MOLE OR 3`06_)l H =7E 'zip LOT 4 YKA&, UtT& �m 6. ALOY CONT ALW 'L < , , M... GAP A` ow OR Rw-Tr Wul ot A,- Aemx CASE A (PLAN) CASE B (PLAN) 9AA-9JELAN) SCALE 1/4'-1' SCA-E 1/4--1- SCALE 1/4"-l- SCALE t/4'.I" 0 P CLUATE RED MIN AT 'Woz CONCRETE, m OR PW $0 2. a P L Is" woumv AS ArpucAea 0 D zle wow FRAW & b POURED o�p N Mm) Rtotwl) Z _J)ml W/ ct .1 ORI VARIE$ TO S, it. "a ?Wlap WT END P`� DIStAKE C CASE G (PLAN) VAIJO POP DIRECT UOLINT INSTAUATION ONLY NAENY�_.. CEIMPED PANEL INSTA"TION AT WAI.LS W/ No. 441&7 SURME LrvEL vARAAMNS WITHIN 3/4- FLORIDA WILDING CODE (Nom HIgh Velocity Ku come Zone) CASE E (PLAN) CASE F (P 24 GAGE GALVANIZED STEEL STORV PANEL SCALE 1/4--l' SCA�E 1/4'�I- GLOBAL PROTECTION PRODUCTS, LLC. Z 4400 IM $1 STRUT mm, � mm� 5-NO-75.6, �M, L"11IM-SM 9AXIMIDil AU-IN'SID& P_ffmuF!F_AA1#&_ sdii� I,'' QX -IRP Q ANCHOR SPACING (VALID ONLY FOR PANELQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS U & 7) ASo, MAXIMUM ANCHORS SPACING FOR E-O, - AS SHOWN ON SHEETS 5 & 7 APPLICABLE MAXIMUM MAX, AS,D� MAXIMUM ANCHORS SPACING, FOR F D. AS SHOWN ON S14EETS 7 APPLIOASLE ION as ] TO PA14EL DCSIGR LENGTI PRESSURE TO PANEL 'Nm WING IAPCON LAG $m, 1ANELMATC PANRIATE ANY PANELMATE PANELMATE W0000 ou v RATING TAPCON LAO SCREW wow OWNING I � AN, PLUS 0 NATION CgM& FEMALE 4D or ,I,, QQ ioo.c) - Of THEM 1W ITOP) 13- ty-_ 13" �w ik5om) 13' 13* 1 1 r tw MIT* 6 1/2- 6 1/2' 6 1/2* 6 qr 6 1/2, 2W (TOP) 6 2 1-/2 ____111/4_-_ U_G7 0 1/4' 2W OR ---- ---- -- LESS ------ I/r er 3W (lop) OR LESS Jw 7 3W tOoltum) 13" 4W DOI, OR LESS Ir ___ 13- - IS- 1�s' To - --t-if )f a - 1/S' W (Tpp) 415, -75� - fa, IF— f�__ -,-T- _�_ __ zw (toi__ -6 -1/4- B-1/47 6 /4- 12 112- & 1/4:' (WIT. >v-01 TO in (TOP) ly 5 1/2- 13, -4e- i; rml Oj�_,_I SEE TABLE #1 FOR MOX� &Sb� OES&_L Ar fiW] PANEL LDNGIHS WHEN SPACER ok is SEE TABLE #1 FQR_MAX� kS,D, DESIGN LOADS MW _PANE1 LEWW*" USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 vSED, OING ONLY TO ALTERNATE 2W ON S14EET 6 A.S.D. DEM LOAD WMMUM PANEL LEMM 40 PSF OR LESS > 40 PSIF TO 50 PSF 6'-2- > 50 PST TO 60 PSF 51-10' A -MAX-,, PANEL I GTHS ARt ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FPAALE 10 OR PANEL NATE PLUS ANCHORS, & W E Igh Velocity Hu. cone on FLORIDA CODE (Nor High Velocity Nu -BUILDING N 44167 24 CAGE GALVANIZED STEEL STORM PANEL In. If GLOBAL PROTECTION PRODUCTS, LLC L_ �m &k 51 STRW DAP& n, oz'. lw) -7,10, Ml 20-175 Wum xivi P-E --- 14 n.I. 16 lleO IAN ANCHOR 0 INSTALLATION DEI&IL5 E0_8 LIFE SAFETY _PAKUjT) POUPTO '14 pokiRLD e M -, �___mlstm =D%z CONCRE-M OR CONCRVE 0014CREIP mW_1K SECURED, -di 64, 4, PARR LINSTFm O;Ez ELeVAI)OR ON sfEET 12) j TE OR It OLD,' SEE mms is� A Is MR NcKon Tf-E & SPAcm 'GA NPALLCIONS wo 161000 FIA)"It SLIUMD& 410" XMR �PAQNDI ANU 9*WW SOME DWANtE AK R*QkTM DU T.% SCHMa. MR ED OSS T MM WDUTO ON SCHOta w)19$ AMnIOR SPAOINO Oy MIA.M'AW SPACING "" ON W�WU�L ITT THE r&OWPIG FAOTml AID nq�l cpmx* a SEE pow"LE, RERMED spAcm DepolO �ftc FACTOR *I&,- Wor 6E 14% r," NrA%kvM SPACING X&tAXD MR EACH AWIM -YRE ON �s stRMmL 0 GLASS, L' VAX PANEL UNGIN B, 'SIX ELEVATION f2) N,- , D,� A �A wm, 0MLID ONLY FOR PANEL(DINSTALLATtONS AS PER SEIMONS I THRU 6, ON SHEM 4 & 5) um I I` folk "m T"T A $PACK AIR 2MA4AT" Wo *= VR%g %ftDK& # kIelo ONO spAOM *�M *WM M ot�TAROE Aft NINDOED ON T-K SMAUDULt FM ED ass DPA; NWATO on sDoUa DEISM AWI," SPAC4NO W "WI�WO SPAC" S00" 0% 50mOmL Of TW MUOftO FACTOOZ, IOR THIS OPCOT04 10 K POW&v� F�EOJJVEO WV'�N4 0870WO WAD FAITOR SH44 NOT K ass TIM WNIPAP&I 5PA00a fteATEII MR LAD. Me" 11fpE Thr� %WD%L -00, ANOKA T" Al"Wo Atmoolk SPACING W t2- ,?I -3 Amuw fm VIVIN" CEA) I'A" VI* "DO Im ------- SPAONM ONLY YAW WHEN $PACETl@ IS USED. SEE MAX A.&D, 91. DESIGN LOAM & MAX, PAM LENGTI15 Wlrittl SPACER A MO. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SFT ANCHORS SPACER AT 12 1/2- 00 1 .51 WX R-IA/13. R-2A/13, R-3A/14, R-19/12L R-29/M R-38/14, D.W(J), f-0111-1AW/M R-2AW/15, R-3AIN/js, R-39W/16. 0 0 0 0 -T-F7 _T �U%t FOR PANEL LENqT" LAX, IN PANEL. LENGTH z REGULAR STORM PANIEL MDULAR 11001A PANEL I -40,0 p�f� ovmAP mo pma uERM WL T) ----------- afE SAfFETY StORM EAHiEL r--8' 0 4e*�G, P.X omitAR MID FMWL LDW4 goo A USE 21-4, WN. PMEL LENGTH AT ALL MOUNTINOr. S S, But JS W AT EA .v _J OTCHES'id- AL- . 1 0, 7 1,- RLAP- 40 NUT AT NUT AT , TANG Mum �__WINC S.! ",_ LEFT PANEC, RIGHT PANEL T JNSTA&LATION-, L, i. R-IA/13, R-2A/13, R-SA/14, R-20/1.3. R-38/14� MIN,! SPEED UP 10 R-IHW/15� R-2BW/15, R-SBW/16. (SEE SECTIONS & ALTERNATIVES ON SjrETS 14, 1', J'j *16)­", 1/,V qAx- GAP LIFE SAFETY STORM PANEL,1) ELEVATION REGULAR zsv, SCAU Ile.l- '01 REGULAR W .1 WM VALaYi J) PANEL IMN, *,In-, Slow PANEL STORM R, 1 4e, __oASRLAR45 ----------- _4� --------- ------- LIFE SA� PANEL FLORIDA BUILDING CODE (Won MAh Vetlocl�ty N[ am Zonv)! 24 CAGE GALVANIZED STEEL STORM PANEL f In, ME C;�17.,, GLOBAL PROTECTION PRODUCT% LLC. DID'A)l'�U7 -0-104--a -4- _Z SECTION AnA i N-6 X_W_ W-A 9 y 3m MIA, .11-: =M =MA."', 20-175 OLIVA A, T4117 ��, PE F Is CVAT" .ET s2) q TAKD" R 9 0' OC _A�) 1, MAX, PARE1, UTNIIIIH nxmim oN SHEET 12) ne WOW_ PLArt REQUAW R-t�� ot, �Rm W/ StUD WOOD WAU-MMIM" I INSTALWON ARE ONLY VALID FOR ASS D, DES04 PRESSURE RATING CS ip..J) AND PANEL LENCT'HS AS PER ELEVAMON ON SHEET 112. 2, FOR NEW WOOD FRAME CON", UCTIOIL WOW MEMBERS TO BE $OUTkERN1 PINE No 2, W/ SPECIFIC DENSITY OF 0,!6 OR EOUAL IN PANEL (SET I ON S) 1AMOR 1,� P a q* am PLATE MEOW papffig=m UM W. .ENGTH TVAT1104 ET 12) (VAUD ONLY FOR PANIEL(DINSTALLARONS AS PER SECTIONS I THRU 6, ON SHEETS 4 Ar 5) 12M SHOP, 11 lop Aw"m Typt & SpAcm fOR 40LI'MuloNs olu WOOD PROWS WORM AMNWw AWNHOR GPWN0G AND &*WV# M DOTM= ARt mcmw as INIS wlzm_- tomi�u Im IVAN WRATED Oft $aMIa AMM AWW" "60% If' AAJLTtNnNC SPACW1 SHOWN Ch stlmtwu ot THE fl)Lto� tvTnl to " 000AT" lo K pos-vmr� muCILD sww cepARD, tANG rAV" JPAA_ NOM St tM THIN 9NMuV 0144#4 AMOm FOP CAC9 MMA 1"�E THs $01GO'kI. _aq I ANCHOIR INK e� -_ w"mum Ametw sp*vm, W) ;"MoMm, 'ro�tL 5 4/2 a -ur 4 FACTOR A SEE #1 FOR MAIL zs'a r1l DESIGN LOOS MAX, PAM! LENGTHS WHEN SPACER USEM 'TAEU A�S,D, OMM LOAD VIVO" PANEL UNM 40 PSF OR LESS C-8, * 40 PSF TO 50 PSF 6­2" * 60 PSF TO 60 PSF A MAX- PANEL LENOTHS ARE ONg VAUD FOR INSTALLATION$ W/ SOLID SET ANCHORS & W1 SPACER AT 12 1/2" 0,C. ."w Tum 04 24 DAGE "MWED STEEL STORM PANEL LTECO,.,, \ GLOBAL PROTECTION PRODUCTS, LLIC. 'W'L' 61 smKU oome fw�zlla IN5T_ALLAJTQN DETAILS FOR LIFE SAFETY INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/.*# TAPCON,____ OURELI 1/4-4 TARO* r, 1101,110 ANCHOR V q' OICI m ANCHOR 0 9"OZ­ _01"ZI . 114-0 TAK014 ANCHOR a 01-6x,- "'No 1/4'0 TAPCON, Sm ED AxCNoR 0 a, -9. - COHPCGEPL BLOCA, V­�z CONCRETE $-OCM coucRETE sLou CONCRETE 8LOC9 i0o' PEOUIRED- C2) -CM, 02 CAD* 10 10 Q) "EFARIL IST1MOTION A 10 QLASS. I- 7- GLASS A, OL (%W Ink ma x RMEL LENGTH mo, PANEL XAWGTI4 m, F."IL PANEL 9 1 vwx LENGTH -1 67 PANEL 4 ISEE ELLVAWN 4 tSM rUTVAr,0N (scr ,L.4vAvN 11 1 (SEE ELEVATION 0 SHM 12) 0 1 ON SHM 12) ON SHEkl 12) 11 1 ON SHEET TZJ d A �T It IKK I To CLASS" TO GLASS, it �F L/2 vr GA, hie EQ om� W" A U4 A41-c.. o' ON _Z. OR, OC mcl"OR 0 91 ox, ANCHOR 0 91 O.0 ANMiOR 0 91 CC� _G ME OR CROEWMARED, Evvfuz POLWD CoRmTE OR EYIST011C POURM MIXRn OR FOURED CONMIE OR _tDNQAM BLOCK REOURED, -CONCRM SLQCX qmunm, _EXISTINS1 dONCRIVIE $Loch P'twom WALL M U S&xf 3/3- "'004 1"040, SCALE 3/8-1' �m SNIXIS III FC* AAI(I4� AN04M Tft TYK4 SPACK r(W WALL0104 Win WOOD NINK ou"e", #NWW A*--" S14VAIDS AND MWQQM NCL 44187 z W.. FLORIDA WILDING CODE (Non High Velocity tju�ll COG Zone) vm ommcE ARE MC-70 Ok TAS .Wwftum W LXL R)e ED, LMIPAN VfDoub =21- ­_ INI'ViOULE REDWE = STATE OF f P1 24 DADE, GALVANIZED STEEL STORM PANEL Of JAILTIPL�m SPAOND 14a TH: ro"Lovois 00, lHIS RmIrN To DE ROWED SPACING WAAMEO LOW "41 A I L NE C 0-1 GLOBAL PROTECTION PRODUCTS, UC. ow 'W "4 51 S"'M fAcm SHALL IWT HE Lm _m" OMPIRA; SPAP44 IMMOATED FOR ZCH 0M 1141imakU f f OWC�. =14 wcop Te"t an T�95 ScHro INSTALLATION DETAILS FOR LIFE P INTO WOOD STRUCTURES -WOOD HEADER wow vWAfxR Amino -1 L/410 tOWN TAP�T o,r- C 61 MCI C2 u LD tam. VIV PANEL tENGTh PANEL LENGN (SEE ELEVATION It 0 (SEE 09 SHCEI 12, ON SHEET, 12) ji D, 1, C GLASS� T1 EO 12 EO� " It- I _1 WO0,O_ PLATE, REOURED 1,/4-0 PAW WTE PLUS ASWRED 114-0 PANELNATE FLUS a 12 11r O'C' ANCHOR 0 IS, i1r UC, 'Non Hl h Velocity kurtcort 4416 FLORIDA BUILDING CODE a Zone) W, 24 GAGE GALVANIZED STEEL SIORW PANEL 1� ONLY VALID FOR MAX, S, STATE DOM,* a-, INSTALLATION ARE A.S�O� RATINGS (Ps I) AND PANEL OCS(GN PRESSURE , ION PRODUCTS, U4. LE44GTHS AS PER ELEVATION ON'SHEET 12- Q n IL EC0j GLOBAL PROTECT VIOD SIX t I snw, 2- FOR NEW WOOD FRAME CONSIPIJCTION� WOOD NAL PINE 20-175 MEMBERS TO BE SOUTHERN No 2� W/ SPECInC BEWSITY Of' O.S5 OR EOUAL, ... C_ -Cu > 0 (D CL 0 CL 0 Cu 0 W (D 0-0-0 0L_ C) (D 0 c- C= 3: C= = .0 UL- CU C) -0- 4- Cu CU 0 > w -0 E 2 Cn (D In CU 1.0- C/) < C, 'i Cl) Cc C11A �_Cv cc W CM Cn -4-0 4__j U) =3 0 L_ C/) 0_ 0- C- 0 U) cn Lu SHEET NO. SH 1.4. �14 d *EZIW/18 ANCHORS --isr, SCUTON at 4k4L11NNWNrvZ Eziw ON SHEET NOTE 2) (9 140TE 2) No V1. A" TACT PANCLOI TO. a[ IrPrAtuD AT MH optritiRc SHki. ALWAYS af� PROMDC6 W1 REAR HANDLE TO FACILITATE TNSTAGLATtOri F t4YENOED 4 : BE NSTAiLED FROM WSOF OF sTRUC7URE, I F 0 A- -2 PPR I)) 2EEhaCA_QLW_ E- 2 HAMU STORM PANEL 5`*STEM CONSMITING, OF PANE, C-t TIRACKS 'GO & BOTTOM, (ENS PANEL) (INTERIOR RANE�) ONTER*R FANEQ �14TVOZI"vR PANn.) vrill P'ANR l' SEE NOTE,-, 3, 4 sk� NOTE", zi� A E,1 -1. END PANELS SHALL AUM, CONN rTED 10 15017CW TRACK -HAPSR A STOP 0,1P L BE PRIUeLDED AT IrCTI OF SUCli OTHk + -T-4-- PANtLS- if �NU PANELS ARE %,'14NCrTED If) RQnOV TRACK, CONNIC11ON t SHALL CONSLS' IF 1/4*0-20P,/4, Nrs� Yr/ ya'00,/�2' WING PPPALS W/ 11CO-0. ulr OR it�4t 3/4" vir,, NlX9_SCREW INTO TAPPED ItQf'TW� t LOCAITU OF FASTENERS MAY BE: IJ M,,'R Or TWO TRAr'lY (sa SFCTloNS As APPwcAa_,FI EXTERIOR PLAT ;1mom OF END 514Q,, j I __,L, IJ �Ll.­_A L-t- (4,r- IN (Ask, IHAF END PANELS ARE NOT CONNECIOD TO 80-fEM T T Va, TRACK If.. A '�UDF` SAN IS ONLY USEC Al TOR) AT LEAS! TWO I j 11, f -j i- T I i PAREIS SHALL EL CONNEC-fED TO, SOITCAM TRACK USIN'r SPECS 414-4- 4­44 iNDICATED ON NOTE j,", ASOW� N SUCi CASZ� CONNECTION OF PANELS YJ BOPOM TRACK MAY OCCUR A' ANY PANfL LOCATION. 5EE NOTE 4 - - - o- L Bin. RIE 0 W­ t INSTALLATIONS ONLY VAILD FOR Y414D Mion III i7o mp^ SID;VoY Ell A 41FRIATh. F21W 01 XZI/I& E71 W/I a TYPICAL ELEVATION FOR SERIE"000 E-Z HANG STORM PANEL J-) SYSTEM, (t) SCALE: 3/32'-1" MAX. SECDON A -A S�-,Al F 3/32'- % FLORIDA BUILDING CODE (Nor Ifigh Virl"by HLTr caina Zna) % .,KM0 IrTH'cl wP Z4 GAM GALVAJNaED SIEEI STORW PANEL IN I L ECC--\ TATE 0 GLOBAL PROTECTION PRODUCTS, LLC. STATED 'm .. �l %01Z.P 15ii R. 3A., 20 Or ENG1r14E--_ER1N(-3 FIRODUCT EVALUAT11004 REFMORT September 15, 2020 Application Number 17%9 1 -P2 EX Protect Number, 20-31543 Product Manufacturer All AmPIDDERT Sbutters, and GIs" Manufacturer Address, 1540 Donna Road West Palm Beach, FL 33409 Pmduc1NajFa9CasB�1pbom 24ga Galvanized Steel Storm Panels Large Mrssire Impact Resistant Scope of Evaluation. This Product F"aijultiori Report ia being issued ill accordance well the requirements of ft Florida Department 41 Business and Professional Regulation (Florida Building Commission) Role Chapter 6IG20-3,005, F.A' C, for statewide acceptance per Method I (d), The product noted above has been tested andilir evaluated as summarized herein to show comphance with the Florida Building Code Seventh Edition (2020) and IET, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of MIN prodoct altall be required following parturara Florida Building Code modifications or revisions, Substantiating Data., . PR9DUCTF_VAW6TlQNQ0CUMIEN_T_$ EX drawing 420-31543fltied24ga Gaiverazed Steel Storm Panels (HVHZ & Non-HVHZ)', shoots 1-6, prepared by Engineering Express, signed &sealed by Frank Bernardo, P.E. ir an integral part of this Evaluation Report - TEST REPORTS Uniform static Structural performance has been tested in accordance with TAS 202 test standards pet test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc, Large missile Impact resistance and cyclickneding performance has been tested in accordance, with TAB 201 and TAS 203 test Btarridaids; per lost report(s) #$T-ASG-1 7-001 W Eflackwater Testing. Inc. . §TRU"T RAI ghLGtNEERINGCALCUL6110bM Structural en"'Hiering calootatiobs have boon prepared which ovaluese the product based on Comparative sudhor rations) anatinus to quairly the following design onforts: 1. MalUnium, Allowable $pairs 2. MinnnumAllowshilaSparit 3, Minimum Glass Separation 4, Arichor Spacing 160 SW 121- AvENuE SUITE 106i DFERFIEI.D BEACH, FLORIDA 33442 (954) 354-0660 1 (666) 396-9999 IVENGINEEEF-41NG Page 2 of 2 All American Shuticis and Glass — 24-ga Galvanized SuM StcIrm Panels No 33% Increase In allowable stress has "an Used in the design of this product - Separation from alazi no Is not requi red for installation noted e of wind zone 4 and assonlial facilities Impact Resistance. Large I tripact Resislan ca has bee n demerstrated -as evidenced in previlously listed test Taporl(SL and is accounted for IN the engineering design of this product Wind Load Resistance Thts product ties been designed to resist Wind loads as indicated in tire span schadule(s) an the respective Ptoduct Evaluation Document (I e, engineering drawirril), Installation The product shall be installed In strict compliance with its ne0pectIve Product Evaluation Document Ire vingineedull drawring), along With all components noted thridelit product components shalt be 9fthe material specified In that product-5 respective Product EvoLuatton Document g.e, Engineering drarefing), Limitations 4 Conditions of Use; Use of this product shall be in strict accordance with the respective Product Evaluation Document (I a orghteering drawing) as noted herein Alisupporling beat structures shall be designed to resist ail superimposed leads and shall be Id a material listed in this product's respective anchor schedule, Hast struclaue conditions which are not accounted for III this product's respective anchor schedule shall be designed for on a sft�speoific basis by a registered professional engineer. All colliponents wtfth are permanertfly Installed shall be protected against corrosion, contarnination, and otterr such damage, at attlimes, This product has been designed for use wNhurr and outside the High Velocill, Hurricane Zone (Hvlflz)� Frank Benbardo. PE ENOTME ERING EXPRES0 PlPF0046549 t Cen, Aurb. 9885 160 SW 121� AVENUE SUITE 106, DFERFNELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 196-9999 _7 tklll._�7111!' T T11' %i5t H IT- I u Io- w -a. 'Egg It I t A1T-PrRTX.U[L­iJl E II.4'w -W,ml, _4, L" i -a U t W111I 001 InlII "Ally. nr P i� j 0 iTL �L HAY it flj 4 LC -T ttz T 'r, -31s43 20 Z*A L ------ Of INSTALLATION DETAILS FOR SERIES 2000 E-Z HANQ STQRM PANELI INTO POURED CONCRETE. 'I'M CONCRETE BLOCK 1/4'0 TAPcON ANCHOR *1 12 HEX HEAD TEK EDGE OF 7-1 ' Re e POP RMET --cil W -or Mo, T, PARM 1_,NVrH _J_ _J M-ARAT04 'TO QUASI;_ OF 1, M i/+`0 TAPDON POURED ANCHOR * 12 OR CONICAM BLOCK REQUIRED MOUNT12 1 .1 N.C. �u SCALE 3/8-l' -Cf, Mr.. PANEL 1�11 11 P EL I� 1� WSIALLAMON ARE ONLY VALID FOR MAX. A,SD. DESIGN SHRI., B, _!v PRESSURE RATING +/­ 40D P..Atf.. AND 6'-0' MAX PANEL LENGTH. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL, ALL AMERJCAN SHu-FrERS AND GLASS 4,ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HVHZ (IOCATION MAY V411YI FETo Y_ (CG-N T 'A'_ DI BOTTOM�MOPNT (MNN--/ BELOW j TY IRI AS REqO) "'Aw- OBSTRUOTION) RANELE MAYBENOTCHEDA5 REQUIRED. OPTIONAL Y4'-20 S`T1TCIN INTH "IH 'V'I'INTINN PROVIDED IHAT C014NECT16W AND ANCHOP,S:APEPS,F)WLTGHS4TISFf RASPINV0%, SPANS ABOVEA BELOW PiLcTION VERTICAL MOUNT ELEVATION /7"\ (NOTCHED PANELS) 1_-� ITT S, ELEVA TrOIR ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 'GAUGE PANELS MINIMUM STURM 11111464 SOAMCON FROM [NVI�Z, WIN T, ZONE A a, ErAENTIAl FAC-11 IT PAAXIMi_ ALLOWATILf lN5TM!AU'1)N51F1%5 "PITArLATILS'aR 8OVt6AA0F SPAN SCHEDULE NOTES: L ENTER SPAN SCHEDULES WLTN NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLESTORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS TNAN OR EQUAL TO NEGAME DESIGN LOADG� 2. "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING WRI)SION-5 i"'YeAcK, SINDDEO ANGLE. ETC.), USE 62 ' O�C� PANEL FASTENP9, SPACING TABLE VALUES POA ALI * BI- AND'U'AIRAVER5, (INCLUDING BUILD OVI. CONDITIONSI, 1 LINEAR INTERPOLATION BETWEEN LOADS 15 KC MAXIMUM ALLOWABLE DESIGN PRESSUPES4 NOTED IN DESIGN SCHEDULES DESIGN NOTES: ffwr I POSITIVEAND NEGATIVE DESIGN PRESSURESCALCULATED FOR USE IT THIS IST S4A L E ER INED PER $E TE E IN I C T E 60 E NE GOD . P 6 E "' Ep, 0 C N WI III , 7 C APIER 16 E FL Ul I G CODE LL E, s AN OR UALL TO E N G ED GG PRES URECALPALarTYN. SI, H REI F PL ANY ASS RW A951 BLY S 0 N. ME fl� MIN ,,I Bt ur I IN 9 13 0- " .. 3�5 ,��HAS BEEN (JERDIN THE 9 THE� sED PROJEOT $HALL ME RESPONSIBLE LD 0; TH19 DESIGN WHICH TRACTOR N JNGS ALLMWU�Elf; PAN CALOU , 44 Q 0 ES NOT P RUVIOU NPTT.PNSPIPFffRVr7 PR.M LU I 4 RED UR -,R501 E IN EDON MAXIMUN TEBEB g 5 00!55 NOTED Zi�fGRADF 0 OR OTHERWISE 'p rui `= A A91'1111101,1� .NCTLANS L,,,L C Es JR IT 16 X� Mi N, LMA U.0 �R� HANGE. AS F,�. VERTICALLY OR VIISIT ECALO.10131543 zmj�'Jmn FTIR H! -vT �,-E MINIMUM ALLOWABLE SPAN SCHEDULE T (ALL PANELS) TOP MOUNT I W 0� 2F 24� Zr '24" a, 2AP 23, 28`1 :a ssilift3m r, -ex -M-M -11" 3F I P -IF W i�, n" 0 11 W AW 290 4r 4g� -S—WA,4. WRIT M.NA) 22, 2r 2r Dv.v NRYAR k AN kik, 24, zs� 221 24, 1a, 40- 4W : R: — 5 F it, _�E _M IT., ir y Ill----------- 2��3 4. ri,�YI.Ell 4 �,�,Oc 5, ­_ tt TTAY ­N Y lzM, p, q, oF 5. A,— �.NI� PT -Ma N r.- LYI�Ir4 Ii ENTER 50AN SCHEQ0LE WITH, POSrTIVE DESIGN LOADIO DETERMINE MINIMUM ALLOWABLE SEPARATION MOM THFOPENING To BE PRCTPCTED� 12- NTERPOIA'TION BETWEEN tOAOS IS ACCEPTABLE, OTHERWISE USE NEXT HIGYYER LOAD AL FACILITIES IN ASTM WIND ZONES I THROUGH S.TNE GLASS SEPARATION W AND MININVILIM SEPARATION FROM THE SCHEDULE IS NOT RC%� ROTECTED OPENING I REOr QLj02PTIONAL INTERIOR FASTENIN 0 AI�L TT� S�ONAL 111�F�111N� T W in E4� e lit' P � :46 ram 6 V) UA 8 C= Ca �5 cc C.;, "W iin CM C'4 2 W Q- CIA C) co CJ cu _4 �­z 990— -2 250'. 7 0,75D 0 113 GA 94'., TYPI TYP Is LL� B 41151�4` 's, 0 PIZ , 'o - o", Z� .00 Typ -A X'03cv, 250" 2.130W 2coo. 40 e4z!!� gln� 130' AY rj 333" -ig7l 0 1 3: � PANEL C0VERAGE- 0-3, '3 "IRS 14,B7S' PANP1_LtNGTr­ 11 11�4' EL C in LUG D, E fT 7 PA�YI_11 Z -J yiol D' _H Typ ITT" I yp TSB Is, 0.9sr,4-4 tA @ _7F, ANGLE TRACK OUILO-OUT 'r TRA Ee L9 C. Gi LL, 2 Lee OVERLAP 2S` MAX. In 41, MAir� CTITINERO-OSURE bCUal. ND Im MAX. MAX Hn 1 110,11 LLJ SQILD OUT DISTANCE Loan' _j k EMBED 1.100o. 3szu OVERLAP M 25" MAX E Hr I MIN, MAX - EMBED I P 1. T- AP MOUNT CLOSURF DIF W-L P-rn—v TL 20-31543, 65) F F ANCHOR —SPACING 24 G A UGE PANELS, PANEL FASrENe MA. Mom I'Mrssour TYPE jPrF) r, 'ItTly I IT 3. 41 0 72 46 51 7Z WIT i-PIVZOOM 33 Ill .111 .1 I.NXIN 41, 48 71 1*0111 rl 4i 4S 5Z ?Z +1 5Z Tj'. Iff T tit, rll�tV 93 A' P-rrs-UT +� 4 VAP, I 111f PAKE, IAPIIM�l '48 Z SCHEDULE: 314" EDGE DISTANrE k4 44, IS 4 12- 5" 0 C, re 1> NEI gE In 2X' EDGE 019TAWCF Wall up -r. vj� ..clbet rRal"URE Type (11st-I - CA .n ,I, I. ­Il, IN TYPE - 172 C,, - ­4 Ill 1 Conti ITT CI cl M t* mid M rvP. _�4 CONN Of C2 TYP C� C4 =NN "P ITI C2 Ca 04� 1Z151 f"a", —i, 1�11 Q4 . Iolz Ca 11 1251 16,0� 9.1 5 IT, 7.MMED 33 49 11.5" 16TO" 160" 101911 12.5" 164" ULU` 1 '5�' TZ15" 16.v� $Ill I )aL eZ41 $_ 12.311 .01 1-1. 151101. A,3" Re., ev, �2 I� !LL ieW �� a-0 a. v� 10 5.4' T.7t�- 12,1­ T. —0''a V bi,W- &V 5,V 11. F' 1 leC, 4a, 1" 161D, Bill ­E- 34411 "s is. ew, 1715" �4.7, a�. 1E.IX, 1, ­ c 15"r 12 _5­ �Sw 15n­ 17 W' Ts 14 4" 'I)T" c, V2 j:9- 33 vi�o�.Rw 41 Re 72 V4` � VA/4' Ill firtY 33 TAP Quf'r:RA$- 41 40 51 P5,o" 16.0' — 10,31r 12,511 16,11 jj,., 1.011 1 5' 16.0" 10.6' 6.2 TT 5-1 1,,", �11. 12�p ri-9, ;U� L lix, �,_Bl 4a., I", a I. 7T A LI�V' 16.0- 14.1' &V IT.! i�.V' !1. 51' iso" sx, ai5lol' 1610 5,6-' 12.5, 16,6,. 9�5-� 5,,V- 12,5­ 12,5" 50 J&D. 5X. 1a.5111 Ifle" ILIVI 11.v, 14 lo� 13;0" �5` 12LIV' AAD� A J5"'. 12,511 jeo.12,61. JBMI. 12,51� tff�D.. J,,� '215" IGIVI 19.31, 12�5` 1�1 � 0" q�Z" r_IWA 115" J&D. 9.Z" WM 4C Oil 3 LU V 4 IzIs, rax" ise"ISIT11 J&V1 14,4' jj,��L 12 51, i2,r 16 Q11 IL2� TIF IZiT` IRA' isa' 17 T ILI" JEW 1? 5" ISO` 10,0' U.5" 26c" ILA� 1-2,51 IS& L2.5, i2X, 16.0" 1015, Is"', 911, 1215 12.51 1.01 1 Z-5 1E 14 10,61 2.5 6111 To, 67 jiKI"' LIX' It., � 518-1 EMEEP 33 MIT call', Mt-, 4� �Yq?" lhlsm.;C as LZ.511 I&C, 8.61, _LL2L ley, Y,ir' t2,5' AZ.5" 15A" 5s" 64!5" IL3' L.--g- lit _E�5L r,25P F 3, _Ie ;Z.5" EDGF DISTANCE ANCHOR NOTES: i 0CHORSCHEDULE APPLIES TO ALL PRODUCTEF CERTIFIED HEREIN, BUT ONLY PROVIDES MALLOWAOLZ ANCHOR SPACING, KAXIMUMALLOWAbLE��PANSANCIPRES5VPZ T So =6011COULESHALLAPTPLY 7, ENTER. ANCrIOR SCHIEEIJ LE BASED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTUR MATERIAL &-ANCHOR TYPE. SELECT DESIG N LOAD GREATER. THAN, OR EQUAL TO NEGATIVE I)PSIGN LOAD 6ITSHIITTER AND SELECTSBAN GREATER THAN OR EQUALTO SHUTTER SPANSELECT S `PAWLFASTrN1ER5�'A1._ TODS USED IN DOM ]NOTION WITH ALL MOUNTING EXTFW81ONS =D ANaE' ETC I USE 6.25" ITC PANE1 FAEvTTNER SPACING TABLE VALUES FOR ALL `W �AOENS (INCLUDINClBUTLOOD -AND "U-�H 7 CONDITIONS) 4, ANCHORSSHALL BE INSTALLEDIN ACCORDANCE ��errH�MANUFA�IOR�R�.'REC�)MME-NDA'rION& 5, HOLLOW $LOCK HOST $TRUCEjRE5HALL CONFORM TO ASTM C90 BLOCK. 6 MINIMUM EMILEDINTENT SHALL 13E AS NOTED IN ANCHOR SO EDULE, 7 MINIMUM EMBEDMENT AND EDGr DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL el CGNCRET ANCHORS NC'TtD HEREIN SHALLBE EMBEDDED TO UN-CRACYED CONCRETE ONLf 91 WHERE EXISTINGSTPUICTUREISATOOD FRAMEAQ,EXISTING IS ONDITIONS MAY VARY, FIELD �r THATTAE[TENEN$ ARE INTOADEqVATE WOOD FRAMING MEMBERS, NOTPLYWCOD. FASTENIN9 1 TOPLYWO61) ISACCEPTADLE OPILY FOR SIDE CLOSBRIEPIECE5, 10, WHERE, ANCHORS FASqN TO NARROW FACE OF �TTJD FRAMING, FASTENER -SMALL In! LOCATED IN CENTER OF,NOMINAL 2'X 4" (MIN,) WOOD STUD ��CIEPTABLE FOR �Y,` EDGEDISTARCEI$A FRAMING) WOOD STLO SHALL BE SOUTHERN PI E"G-0,85 ORGAEATER DENSITY, LAG SCREW SHAUHAVr PHILLIPS PAN HEAD OR HICK HEAD, RE lt� MOVABLE ANCHORS ARE- DERVALT PANELMATr, ALL -POINTS SCAUD-SET & BRA55 BUSHING MACHtNESCAEVTE S14ALL ANCHOR AND MAY HAVE E17MF A PAN HEAD, 13 M"MLM,EMREDMENT AND WGE DISTANCE EXCLU DES UCCOOROTHERVYALLFINISHES. 14: DERIGNA17ES ANCHOIRDONDIJIGNS WHIb4 ARE NOT ASCOEPTABLIEUSES. MOM 7' G GO ITT I LINEARINTERPOLATICNISS NOT ED PER USE WIT H THE ANCHOR SCHED JLE5 LISTEOn N THIS SHEET 6.Iv ..25: JT313' a, "I V, 117" s 12 51 2, "2F. Z�Rl 11416" 610, '5.E A 2 101W. +1" 4,0" 6,251 1017 iLl" 4.0t: 4,v 4 _1�� 15�25'* 12IS' 4,7' 4.6' 111,25' 111J" 4X 4 e.251, illa:: 4A, 410' sZS'� T' 4,1" 4&` E,ZV* IMV 4.11, 4ar, gill I IMIaoll 14_ff Ila� 1251 16 U11 siL 70' JZ_Il" le aV�� IW 1.215, 1611y" ILT* ell IL5, 16-VI 70, 11.1 1 , 6�311 12-51 Z 5� it 2-1 113" 10' 1-1" C"" PEA` 7,7", E.2�1 12.5� 510 614- ; 5�5 I'll AA, 62f, 1011, 4,0" X 12, 51 11A 21, S. 5 _,?F' 11 F* 4 4" 2�: 113, 1 s12F, I 9.�� 3, y-..j_3,3r i'! T. lt�; 20-31543 PA4m visiciuinxim, )dQUHIING @�PTIOI,IA' - EG ISS PANEL DETAI�_ REE, BEI, SE bi� 1A = E Cc 0 Q) @�PTIOI,IA' - EG ISS PANEL DETAI�_ REE, BEI, SE bi� 1A = E Cc 0 Q) = E Cc 0 Q) C_ U) > 0 0 2 0)0 cla 0- 0 M 0 -co Fn 0 0 0 1pz LL 0 > -0 W Cn E L_ CT3 "0 M -0 .0 = . — _4­1` C/) < A w1h 0r.A im, PFA 7? 4-111 (D (D U) 0 L_ 0- CL 0 C— W Z Z SHEET NO. SH 1 .5.