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HomeMy WebLinkAbout36536 Well Hill WayL ABBREVIATIONS 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 Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr 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 REQD 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 BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bat. Bottom GT or G.T. Girder Truss SO or SO. 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 CIJ 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 SQ 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 KNVALL 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 UNO 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 FED 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 Plt. 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. Ar. 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 PER C.M 10-10-22 5.0 REV. ELEVATIONS PER C.M. 02-13-23 6.0 STD-LT-2023-MOD ELEV. PER C.M. 07-05-23 6.1 REV. LT BAND TO 12" PER C.M. 4 - UNIT TOWNHOMES (A C C A) L E N F*4 A rl"M 4-UNIT TH (15321111111111111111111 1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 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 - STD 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD 11.1 ELECTRICAL PLANS - UNIT A-1532 11.2 ELECTRICAL PLANS - UNIT C-1624 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31VI 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. 4B'� Al N 0 N ti LU c C a V L; O c n+ in �mX ++ C L." 2 N /0 O i tl) p N y N O Q i N Y co a01 L C m -u u w � t1 • � 7r v) CY.G c E c_ E Cn cn �. N 0 C�4 CD t � ;y „. M o N N N t 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 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a C)M 8 N U d°c'�g6 J 0 - ,n �aN)0� Vf a LL ii LL u, aw wa 13x z 0 t my y�o 0: :L' (� o s o m P J �( ¢0W W 00 x Lo N Z ILZ O N O U F=- ❑I]❑ x W � � r U V) V) r �' U .� w ci•_..•...., U 0 ti a LL `N O li W� 0 on n� 0a O Co t- ra' o err. C/J C zz m� c4l � T � W, � w 1 r m Q U T. st oQ � Z o T'� > T -L rn C9 C.0 L_ 00 d- M : T 00 T LO ..�• o 00 V J m 00 N _ -0 O d' LO O O7 N O Ln T ui 0) T a m Q ri Z Z m E a) E M `m a 0 ca Q JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. l 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z w g CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" " -#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" (4) #5 REBARS CONT. CMU BEARING WALL FOOTING 5x5x / " A 6 STEEL BASE PLATE 1 0 0 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 FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" TV x T-0" x 1'-0" w/ (4) #5 E.W. — 0 A S3 55 D1 TYP. @ 2-STORY U.N.O. T-0" x 3'-0" x V-0" w/ (4) #5 E.W. — -701_Q11 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" T-8" 31_811 131A" 011 ,-0" 1 T-4" T-8" T-8" 131�11 11 411 VERIFY 40, VERIFY 3'-0" x 3'-0" x V-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C L (2) #5'S PAD PAD PAD PAD (2) #5'S L L L S3 2'-0" x 7-0" x V-0" 0 E HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 2'-0" x V-0" SE HOSE 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. BIB w/ (3) #5 E.W. wl (3) #5 E.W. 6*1113 BIB w/ (3) #5 E.W. �I CONDENSATE CONDENSATE c� Icj CONDENSATE CONDENSATE 16 FLINE 4" ELEV. FIN. LINE OIL I I LINE 4' ELEV. FIN. 1 I I 4" ELEV. FIN. LINE I I I OL -4" ELEV. FIN. $ CONIC. SLAB 1 o CONC. SLAB 2 o CONC. SLAB 1 o CONC. SLAB 2 C I 2 1' " 6'-8" T-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10' 6'-8" -(!" 6'-8" 3'-10" T-10" 2'-8" 2'-8" T-10" 3'-10" 6'-8" 1' " 4.4- / I -4" .4" .4" ■ ® ■ ■ ■ ■q I UD �l ■ ■ ■ FF ® ■ PROVIDE 1%ECESS FOR _ — I I— I PROVIDE E 1 Yz" RECESS FOR PROVIDE 1 j'a" REC q OR I— I SLIDING GLASS DOOR. REF _ -f- R 0 I — I _ — —I — — — — I I (DIN _ �LA�SDOb�R F�ER I F SLIDING GLASS DOOR. —I — — EFER TO I I t — — — MASON'S SCOPE FOR WID I I I MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR DTH I I I I M PROVIDE LINE FOR D1 L I I D ROVIDE LINE FOR I E MAKERI I I M I cm M J I PROVIDE LINE FOR - I zo ICE MAKER D1 I I I PROVIDE LINE FOR S3 ICE MAKER r, � r4 -1 I INDICATES FILLED CELL W1300 _ n ,771 ICE MAKER I S3 f T I r I I I I III I If II i N I y 3 z" MIN. 3000 PSI CONC. SLAB FOR T T I I Ir 11 T, f I HERNANDO COUNTY ONLY. 3y" MIN. I I I I PSI CONC. GROUT FROM FTR. I �I I TO BEAM WI 1#5 REBAR VERT. I � I ABOVE SLAB. TYPICAL @ ALL -Jj �J r L� ji LL _� 2500PSI CONC, SLAB OVER 6IL PLACES SHOWN HOOKED FTG. L-�- LL � VAPOR BARRIER I I DOWELS IT EMBEDMENT W125" I I I I EXEEALBOVE SLAB. GRADE 40 ® I I I DBL. SINK C.J. _ - - DISPOSALDISPOSAL w/ � I I I DBL. SINK w/ I -_ _ _ C.J. I I I I DBL. SINK wl I I � C.J. - - _ , DISPOSAL D L. SINK wl ISPOSALF _ _ _ , C.J. IIII �� II I III L---JLLJ r, III II J� III �� II IIII I III I I ( I LLJI_JJIL_--J I I I I I IIII rII �� III I h II I I j I III II II IIII III l-JAL---J I --_--__� I I L---i8-<✓Jl- -E-_- -- I LL ---�- 12'-5" L5'-11 " 5'-11 "L 12'-1 " 12'-1 " T-11 " 5 11 " ��12-5" ® I I I I �I I PWO I i PWO I I PWO I I I D1 D1 I I - D1 CU I I U r? 6 I Y Y U `° `° 14'-6' T-1 " I I T-10"1 4'-2" I I I 14'- I' T-10" I I 13-10" 14'-6" I I I I I I I� I I I O I I I I O I 0'-0" ELEV. Ifi I I 0'-0" ELEV. I I FIN CON . SLAB 0'-0" EL `rr' FIN CONC. SLAB I I I I 0'-0" ELEV. ® IOIL FIN CONC. SLAB I I I I I I I I FIN CONC. SLAB C.J. _ — I I — ;� I I 1 C.J. C.J. C.J. I I Y —_I- CD I I I I i GG i GG I I GGI� GG S3 I S3 I@ FOUNDATION I I i I I I @ FOUNDATION I I I I I@ FOUNDATION I I ( I I I I @ FOUNDATION I 1 '-4" I I 2' 0" 2' 0" I I _ 16'-0 6'-0" 2' 0" I I 16'- ' I I 2 I I I I I I �- _ �I--I�--� I I I I I I I I I I I ® L JI IL J L �I IL I I I I I I I h 11 I I I ( I I I I IT ELEV. 1E2" BELOW F.F. 1 I I I I I I I Ir 1/2" BELOW F.F. (ELEV. CAN BE NO (MORE THAN 1-1/2" I I �� l\ 1 I /% �� I I I I I I I-- M I �, I I /J J 11\ ELEV. CAN BE NO 1� I I MORE THAN 1-112" ■ (BELOW TOP OF — — — L \��Jl� -� t— — — — — I I I — \�\�i L. -� — — — BELOW TOP OF ■ EGRESS DOOR EGRESS DOOR I - - - I (THRESHOLD. FIELD I 1J THRESHOLD. FIELD (VERIFY K PROVIDE 1/2" RECESS FOR i4 S3 iD io iv I� L\ ( I I I I i� H, H,VV I iv _ �J K I I I S3 �p PROVIDE 1/2" RECESS FOR K PROVIDE 1/2" RECESS F R S3 cn (► I I I M iv I W.H H.W /I t ��- _ _ `#� r_�J io cv K VERIFY CD S3 PROVIDE 1l2"RECESS FJR FRONT DOOR. REFER TO v I MASON'S SCOPE FOR WIDTH 2'- Oj' 2'-1 O�" v FRONT DOOR. REFER TO _j L MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER T v MASON'S SCOPE FOR WIDTH I 2'-10 " 2'-1 Oil, I �t FRONT DOOR. REFER T0� MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 FM24 ■ ® ® ® I ® mt � ® ® I ® ® ® ■ 4" 4" 4" 4" / I I 1[1 I / I 1 I811 / I I I I I I vZ-01, 011 4'-0' 011 01 10'-6" 10'-611 011 011 4'-0" ,11$" 11 4'-0" 011 011 10'-6" 10'-611 O11 1 011 4'-0" ,ten 01 I -4" ELEV. FIN. n I I -4" ELEV. FIN. I I I v -4" ELEV. FIN. I I -4" ELEV. FIN( Can CONC. SLAB I I CONC. SLAB CONC. SLAB I I I CONC. SLAB PW01 I ® I IM I00 PWO D1 _ _ C.J. - s° O� _ I _ _ I I C.J. - C� I 0 i7 I- � C.J. to C.J. _ _ a I o� C.J. _ _ I _ — I C.J._ _ I _ _ 44" 5'-8" - N 3' 0" x 3' 0" x 1'-0" �n I I N I I IT + I _ _ ELEV. APPROX. N I I I N �, T-0" x 3' 0" x 1'-0" F-8" 11�11 - I ELEV. APPROX. N L o -1 wl (4) #5 E.W. I I o I I I I ® - 1-1/2" BELOW F.F. I 1-1/2" BELOW F.F. ED I I I I o I w/ (4) #5 E.W. 4 L N S3 S3 55 I I I 55 ELEV. CAN BE N01 I I ELEV. CAN BE NO 55 I I I 55 5 D1 I D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 I ( ■ I I _ BELOW TOP OF I I BELOW TOP OF a I I I ■ I I EGRESS DOOR °P EGRESS DOOR I 2'•6" X 2' 6" % i' On ( 'n I I �n `n I 2' 6" % 2' 6" % V-0" r o I I I w/ (3) #5 E.W. THRESHOLD. I w/ (3) #5 E.W. I I I o Cl) FIELD VERIFY ( I F M S3 J I J - I- - I I J+Q"SEE J S3 S-3 FOR S3as S3 0oS3I"SEES 3 FORRECESS NT I i OPT." L---80 —— — L — RECESS OPT_" `nJHOSE HOSE BIB �, L 00 �i BIB S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS WIIN FILLED CELL WIIN FILLED CELL BIB MIN FILLED CELL MIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-81, V-8" 8,_0" V-8" V-8" 8'-0" 1 i_p" 11'-4" 11'-4" 1 V-4" 1 V-4" 6'-8" 6'-8" T-O" 22'-8" 13'-4" 22'-8" T-O" 72'-8" T-0" x 3'-0" x V-0" w/ (4) #5 E.W. 55 D1 TYP. @ 2-STORY U.N.O. 0 M iD M T-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. I v FOUNDATION PLAN SCALE: Y"=1'-0" M c car ilk O c m t+M — m >e c"-c- N (n CV -C N O (U N Y s= d CM y a� ra c Cn m 13 2 L' CM CV 0 CV CV N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H E N 3 V CI a M J u- J LL 55 in Z Z @-rn O 0 10 W O f 1] . � -N N tD m U Q �2�z d 0 W LLO"' L. z b V ❑❑❑ Z W c9 � � N N O p� L.l l p � /� VI^^J C", N -- 3 L $ nl r_ `R O ® 0 N ti o w Z J I Ecu 2 9 0 O O EI p U 01 �M i 4 � o 7 W rc w9 < 8 71 ti W �n T 0 M J� K iK s U' C 0 1"' >� +2 M t c� coN 00 d' T 00 T 1 r^ V) o r 60 ca 00 r- F-- Ln 6 o 04 L17 CD Q O N LOCH 1 T 7 O y z c ry E E N a f0 c c a t� 0 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =V-0" 0 60 = 0 M MIRROR LJI _ 0 F_ LuJ IL J BATHROOM 2 SCALE: 3/8" = V-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 & 3/4" PLYWOOD CASING (AT 2nd DECKING �� FLOOR ONLY) F. FL. -� -- `t 17 16 15'14 12 CONT. 11 HAND RAIL 10 19 iT 8 J off° 17 - II 16. 5 f2x STRINGERS L 3 F. FL. 1 14'-2" TYP. STAIR SECTION SCALE: 1/4" = 1'-0" 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" _- LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 624 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X25} S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11­15 271X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 - 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 7 X 624 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DRYWALL (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. v - r- 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING 5 METAL 1 HANDRAIL 5 o, BRACKET BLOCKING AS REQUIRED F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. ao 0 18'-4" 13'-4" 01 10 VERIFY AC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 8" Lo 6-0" 10'-8" L. 6-8" LO T-10" 1. T-10" 2-8" M O� C q0 6068 SGID12 1 XI M 0o ■ ® - ® ■ ■ 0o F - �- co 5-SH --- o T-11" S (�i • \ U) M DINING 9'-4" FLAT CLG. TILE 1, O A A /1 C9 -- M -1 55� o D1 TYP. U.N 0 U) O O iD STONE VENEER Y 16" SQUARE- F- CMU COLUMN FLRG. LINE 8'-0" FLRG, LINE 2 FOYER' 9'4" FLAT CLG. g TILE O 5 ~ � I .U.M 9'-4" 7-0" ■ © 3068 (:468 REF 1 I I I 6-7" o O I O 2 3 I I'� KITCHEN Q 9'-4" FLAT CLG. TILE I I D/W SINK w/ DISPOSAL F --� _� 16" CNTR. AT 42"-i ;n A.F.F. N GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" GG S3 2'-8" 4'-4" NO UPLIFT* Q S4 00 (DD ( 06 N i Cr ".:I 00 iii 00 on! Sol owl owl 00, III 111 • Sol Su .. MEN N 0 in M 00 ;o 0 IJ 0o g '0O ~ = HB ;o o 0 iV F-8" 7'-0" r; 112 WALL CAPPED UP 2868 EDGE OF SLAB 2" 00 BEYOND WALL N W.H. O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAG E 9'-4" F T CLG. CONCRETE 0 (V N r- - - - - - - - - - I I ------t I I ■ I I LINE OF 2nd STRY. I ABV. I "NOTE" I BILK. WALLS ARE 8'-8" X I TALL FOR "A" UNIT 5-8" FROM FRO14T OF I GARA K48'X7' E I YP. @ IGARAG I RAGE OOR V-8" 8'-0" L 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" D1 STONE V-8" VENEER 87-8" 18'-8" O.M. T.O.M. op m ED 0 in 0 ih 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) r o -•r T-4" 12'-0" T-0" 4,4j" T-10" 2'-8" T-0" T-9j" O C� MOD 25 SH MOD 25 SH ( 39" x 59" ) ( 39" x 59" ) EGRESSI EGRESS 0 00 - ' OWNER'S 55 BEDROOM D1 TYP. U.N.O. M�a 8'-0" FLAT CLG. ® I CARPET N 0 N 00 17'-8" 64" 4'-4" T-0" I ® M. C. - - - - - R&S ------ --, O O. BATH I 22"x36" 8'-0" FLA CLG. ATTIC ACCESS I C I - N p00 CARP T I � FLAT CLG c � N N C n NI N ICARPET ICr 01 (tD LO I ® --- ----J = O OA I 2868 R&S 5 iv 6 X1 pp TO 7 bo v o0 8 co >60"x Nra0 I~ 10 iD O R/A I 11 cn 4'-4" 3,�,. I S-8„ OP `* I 13 LOFT ® `4 14 8'-0" FLAT CLG. o LO LO 00 ', CARPET 1 0o 00 N I 1 I cD = 17 in UP 1 7' A.F.F. u 0 :3 1/2 WALL I CAPPED ■ 7 = 5' 4 (V 1'-10" 9' 6" N A 2668 N BAT ti66� 8'-0" FLAT 0M.C. CLG CARP T WIC 8'-0" FLAT CLG. cV CARPET - 2668 W I N p I co ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET ,a _ _ G.T. G.T. 00 F.C. FOR ELEV. 2023 ONLY. fo DOES NOT APPLY TO 'n STD/LT OR MODERN MOD 25 SH O ELEVATIONS. ( 39" x 59" ) EGRESS ■ 3'-8" T-10" 01 4'4" 7'-4" 10 11 So 7'-0" 11'4" I `r' 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES FS-OFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-Inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.22. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. :v QD N c ram. . ^ w CD T7 m X C lL 1 d CL = °J + C C) Cf Q 10 W in u a� a}i c N d � c F- m n [L V 0 M CV O CV CV CV rn 0 To the best of the Engineer's knowledge, informaflon 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. tll W v E S N CIO o] 0 31 q° LL u_ 0 U:31 u, -L u,' .. a u_ wa 0 LL Z Z 13 _ N c rn 0 O 0: W�� :F� I, . - X 0 °a zy�O?r NMZLLjW Z �d 00❑ W 0) M N c7 E3 U) r V) � X-J u � w ro JL 0 L ! to ,� o C N � W fR t- W w J 0 C - J. s. o CID M N i 4 J E E LL V ccoo E w T `• m oM W ns a s z p M Ala a 0 r o r > CO e' rn cc _ Ct0 a) "I-L �- O CN T 00 r LOCT T vJ T oT0 m 00 = ate-+ O r "I F- N -0 O 11-0 CD Q CS N Lc,) I N T- E T M 7 O nl z° Z E o ayi ui co c c n U � Q p _J JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 3 ni - -_--_ I I JL _ _I. 1!' 1 1 1! It Pr l III 1 II I 1 1' L _.L 1 1 111- I 1 1 n OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR N ih TOWEL BAR CL 0 ? 4 00 I O IL'`il M � LIJ e. BATHROOM 2 SCALE: 3/8" = V-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 (AT2nd \ \ FLOOR ONLY) \ 3/4" PLYWOOD \\\ DECKING -\ \ \ F. FL. _ \ \ ---------------1- -- 18 \ 17 \ 16 \ 15 \ 14 \ \ \ \ 112 F. FL. 2x STRINGERS --J FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20X38 18}X374 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62 2 i S.H. 16 20X72 181X712 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 26 x 371 S.H. 1H4 274X50i 26x50 S.H. 1 H5 271 X 63 26 X 62 112 S.H. 1H6 274X72 26X711/2 S.H. 22 374X26 36 X251/2 S.H. 23 37 4 X 38 8 36 X 37 3/4 S.H. 24 37 4 X 50 J 36 J X 50 S.H. 25 37 4 X 63 36 J X 62 1/2 S.H. -26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 1 X 25 V m S. H. 33 54X38 524X374 _._ S.H. 34 54X50J 52JX50 S.H. 35 54 X 63 52 } X 62 J 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 --.I- N/A S.H. A (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. . HAND RAIL 0 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS IT `t m F. FL. /'\ 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS 3" FROM EA. END. END, c. AND HANDRAIL DETAIL DRYWALL 1 1l2" MIN. CLEARANCE SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING Cu METAL HANDRAIL BRACKET BLOCKING A5 REQUIRED Co LL 10 0 Ln - U1 - CID E CEb- W co O 0Cr 0 CU L 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 '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c i� ■ 18'-0" VERIFY AC PAD LOCATION OF A/C PAD HB ING 0 9'-4" CLG. A.F.F. o io CONCRETE iD 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" � vp 6068 SGD °' ~ 5-SH °O o 2468 BF REF 8'-3" 3'-2" 6'-7" o I O DINING N KITCHEN W III N 9'-4" FLAT CLG. � 9'-4" FLAT CLG. z TILE TILE � I I I SINK w/ in D/W DISPOSAL I � I I I I I � � r---J L J I FLRG. LINE ------_-' 2x8 WALL 8'-4" 6'-0" 3'-8" o f 16" CNTR. AT 42" ;n A.F.F. 1/2 WALL v tO in CAPPED � r 1 II UP 2 I 0o N I M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET to o co PW01 D1 GG 10 TYP. � S3 11 12 � 2x6 WALL 7'-0" 2'-8" 4'-4" o CO *NO UPLIFT* Z_ pW01 � FLRG. LINE Q � ��171Tp. D1 _ S4 r„ �-�r-VV-VV-ff-1 TYP. iv � TILE FOYER N L 9'-4" FLAT CLG. 2868 _ � TILE -- °° o °p EDGE OF SLAB 2" °O � 9'-4" � BEYOND WALL N WH• T.O.M. � 7'-4" 2'-6„ M 3068 BUILDER TO PROVIDE CJ APPLIANCE PROTECTION � - WHEN REQUIRED PER v 4 2'-0" 4'-8" FBC � 1-CAR GARAGE 9'-4" FLAT CLG. ENTRY CONCRETE 9'-4" CLG. A.F.F. c� q CONCRETE in �, N 0 vo I I I I � I I 0 00 0 j TYP. @ � Cl) °p cq 1 I GARAGE I I I ■ I K I _ °° Y I S4 I � N lV N ■ ® o�.,�� nnnnn� nnno � STONE VENEER 10 V-13 g'_0 H V Cr Orr I I- A�� 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" F- - -- - -I 2ND FLOOR PLAN -UNIT-C 1624 SCALE: 4"=1'-0" STONE VENEER 10 V-13 g'_0 H V Cr Orr I I- A�� 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" F- - -- - -I 2ND FLOOR PLAN -UNIT-C 1624 SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" ( +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 O +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 Trim) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY PARTY WALL TYP. 2x FRAME WALL it =77711 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. a N � 0 a -o 0 >r s O �- .y � G � a d N III 3 c= w sc a, u t ar � c � u . � E 2 c.> M N 0 N N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal i5 only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F, oN g N � to U) r-�� N a y c`v� v� w a a d Zio 0A--re �LLI� z rn � 0 0. c v p� o o O I I I i I -.II II 1 1 'I I 11 r 1 1' i7!'Ill__ Il,t C C U 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" �'rN9 O N (� al o w 0 u " c c0 M C U N C1 yC V> CV L N C Q cv Y a7 U 6 CL :!= C > E C CC L U N A U Cl) d) C C� CC • � � Q S7 C E O cn N 0 N CV N O� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q O N O M 8 q N yk V O C7 J iyk C w ) "� ��0[ lA H Q "L J), IL w ' Mv w ° a Y JELL o C7 Z 0 13z O —ern Y p J-- ca r- W .�Z) 'M m rD -'. :jW co rn Q Z . ILW O O w N Cl)Z� Z N z Z .. OU ❑❑❑ W -J Q, Q E3 N :n m � v 0co i--i ..6 n IL Ill C n u 0 O L.. V1 N c :� ./) I -- C/) c� 1J J - - t 8 z� z N OI � O CO J m J � � L Eo .`rN E I� Ct .0 O a n CID a _ G �G Vi T { oa W z t _ Mi OI4 1 O O IY 01 CN Q0 ^^ `` W r L 00O co CM T 00 r- Ln r 1 VJ r C=) 00 o 00 co ll) I— N L1) }, `d' N O a� 104 Q ui T o N � Q iri Z z E E y v m c Q. U � Q O c -.1 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 5 u u 2ND FLOOR BUILDING PLAN SCALE: 1l4"=1'-0" eh N O N 0 C. C ca C-) m X N Zy N s V/ O rp m Q N Y a� ma L a" m = a CC: 3 d C p = E M N O NN_ N O O G _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to F a $ E �i N O N w N O1 ik d rp OLL 7 0 LL LL UJ M Q C4 O a a V --r LL tL (7 LL �L$ Z Z' t Q O W 'M (O CD Q J m W � pj O' r- IL 6 w N CI)Z U U Z o� ❑❑❑ W CD 7 ^Un' W _o 4�-1-j� V 0 �n `-- d V) u LLI J _ E t $ I may U o m ° N s� c 0 a, J 2 U.- CId E C E E V s_a= sR oa Fca - o`a' U Cc O C_ Cc a) L� a o oq a w Yp no �d o N W T ? CDK w v I r r i� F t5 J= 1 - U� ar c d'- UI� U o T .N > CD T � m � C� CO Q% r L W O M r 00 T ILO C ' T U) � O 60 co 00 r� � T� CV = d' O N LO It LO 04 ai E T ro c 0 �n Z Z E E y co c d U Q O JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 6 I I tL'1' 1 '1 1 1 1 1! I I 1 1 I I- I _L_ I I I 111 1 1 1 117-111�IL' I'lII91Ii pl'if IV! I! 'I FIBERGLASS SHINGLES T.O.P. / HDR. IL_ IJ n o ❑❑cn in I o Z_ MOOD 25 SH F.FL. - 16" BAND 77 -- - --- - - -- CLG. HGT. 6" v 83­ 1 it 4 C CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" ®i( i� m —r�� . riiiiiii OMNI 'VI FO O ® FOA SH I F ERS Syr ❑ ❑ (Ty . I N MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH N 2 -------------- - --- --- - - ----------- ---- -------- -- I i r'T 1 oni MENMEN Mtn. on � --------------------------------- --- - TEXTURED FINISH B TEXTURED FINISH u? _ _ O 1-11-7 F-1 F n- i uo 1:711 --j o� F.FL. ULLI �12 4.0 UNIT -A 1532 UNIT-C 1624 MIN 07 3068 DOOR GARAGE DOOR MOD 25 SH - 16" BF T77 z-T `❑J-r 1 - A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" FIBERGLASS SHINGLES T.O.P. --- HDR 00 iD �Z 16" BAND ---_ -- -- CLG.HGT CD LO O � II II � o LEI - F.FL UNIT -A 1532 FRONT ELEVATION - STANDARD (STD - T T 1 E1T 12 =T'-T �l r rr I 1 i 1 ;- 1 l TI- 7� TITT` r _J - 12 4.0� ❑ ❑�' C - ---1 1 J 1 1 L�_T_iT T` TTTT T i 1'�.� 14.0 r T T � T -T i 1 I 1 t 1 -T 1 _ J l l 1 C l � l I -C � T 1 J. _ ems_ 1 r _ 1 FIBERGLASS I C T T T 1 T� T r r1 f FIBERGLASS G SS -- 1 1 -- L J 1 SHINGLES 1. i i -I_ I J_ l_ . .-L_ 1_ I, _f 1 _TTTTT l 1 J_]. i 1 I f r- I__ 1 _1_ I_ l .J_ I - T SHINGLES J 1l`1 J T �_ __ ;__C-T J. TTT�: �Tt i I 1 1 C 1 1 T T - -1 ! l 1 I T T T J TT C T 1 ITT .I T - _I 1 T I T 1 T �- 1 J 1 -_ 1 I f- T T _. T- - - -�T - - rr �� TT_T_,_ J-- - _ I-- i_ -. lT1 TT❑ T T I.._C _L__I _l 7 T__ T 7- T. TT T r T r � r r T f I I T T T i r. r I l l l T J 1 1 1 l ❑� i� I I C I T T l T 111 [ 1 1 11 A I T 1-T"-T7 i 7-1i T I -r TTi. I...I I f l_ 1 1 1__I_ 1 _L- - -T�— 1--I--- Tl _?_ -F7 I TT,TT_ - r 1� rl _.I__I !T!=r�T7 i �_ Tr. I I _JI-_L. T T :❑ A❑_.T -I _ l 1 i J tTTI 11 T1-1- L T- _,._J_. I_ T T T .- T � 1, I_ _ IJ TI 1 T _ 1 ..1-- - T—`--' T T t -! TT T T I I . J - l_ _l_T_I �i 1 _1_ ' _ I _ , _ 1 . T -I- I—!—❑ _I T T T 1 `- f i T `-- T T r T I r r T T J T 1 T T TT ! - ❑T' i T I T.O.P. - - - - -- T.O.P. HDR. -- ------------- -- ----------L--- HDR o eo 00 io iD 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 - - r -- T.,-.. N � � 1 T— r >✓r_T_h ---- ---!-❑=f-1-f + -1 i Wit_ C� �_ ,_----- --I-TT T TT❑T 7--' TT iT _ I _ l I_ T ' l' TT i -T T T - J - rTT— -- i C T T Lr] T T - -1- ._ _ a J - T T i i I - - I 1 - T.O.M. - -- — .T i i .. i I (-_ . �- -. ,- , V . _. _ i i .. ,. _ -_ - �- — T �- - -- , - - � I .. �'.T � _ : I � i ,. i _T , i ,,. I I. T.O. M I I TE TURED TE URED FIi ISH FINI H d I I rn I I F.FL. _ 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 1 UNIT-D 1625 UNIT-C 1624 I UNIT -A 1532 REAR ELEVATION - STANDARD (STD General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with o sealant complying with h 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 orches decks or stairs attach to a wall or p 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 N O N d� > t— E ati O CD _ �., --omx N cc C7 y O fII .Q m C'+ Y •y E t > 4 C c= C= `J y ¢r E �o �'L U 0 CM N O N N N w 0 i To the best of the Engineers knowledge, information and belief, the structural P plans and specifications contained within these P drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E S N a N I, N _ V 01 :: J LL (� (nr W M C O_ Qy Q� LLl d J LL ILLz _ O O Z p t a � � �C .�= l0 N t0 m W Q Co 0 LLW co Z� 6 � W M Z O ;^ N U F=- O U ❑❑❑ Z W N M N !7 N � 4.J s `u'c m O w s r N J.l L 0 Cw M LL a EI z n ry E oa r^ Q 0 �� o E 6 1 �Ti a F 0 z U q N — I a rc w C/:) >m '� m o >� w s =' WK w <- s o w a n ,� I� as o T' > = ui ICY) C7 CU i-- L 0 cot— O M 00 T LOCr r- r 00 V) o IT1 00 � T. N L17 „Q O O Q 0 Lo E T Z M 0 z E Eo a m c a t) -i Q o JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 7.1 L' "I I 1 ! I�l I_11 1 L 1. LIP I I I I r II 1 111 II T `J 12 14.0 C J 1 a \I �\ FIBERGLASS f I T� )I ,l I I I J I SHINGLES I I I I I I I I I I I I I I J I I f - - - ---- ----- 1- l I i 1 I J" 1 I ll I I f �I_ i I 7 ) I I I .L 1 �I� I I ��� I I� rl TI_7 -F'7 -I I� !. ? I 11 1 1 - r J I I J I I i J I � -TL 1 T T\ T i J r\ r J T T �� r r T T I T T T --- T.O.M. HDR. ----------------------------------------------------------------------------------------- ----- s o TEXTURED op 13 SH FINISH 13 SH 16" BAND 2nd F.FL. T- T.O.M. �l I _ T. J _ _ _ _ _ CLG. HGT. ----------------------------------------------------------------------- --- -- - _ _ T.O.M. HDR. — - — AT GAR. 8" FRIEZE BAND q TEXTURED o FINISH o 5 T o0 00 00 v � 35 SH 25 SH 25 SH o 0 F.FL. T.O.M. !:. HDR. -- LEFT ELEVATION - STANDARD (STD. 12 4.0F_ �I I I FIBERGLASS \�� 1 I ) I ! I i L, -— --'T SHINGLES 7 1 J I J� J IT;_� I_ 11 7-r_ r. _ ?T _I I �i - -T i I T I f I I I i �1 -f . _1 I - IT 1- `TTTI r I- -F ITIT_ !� T_!__i_ J -I - - _T I 1 C --_1_ I_1 1-F T T7T l l .l 1 1 1 _I 1 T! —I_I_I—Iyf \I- _ - 1. - r_ L_ 1 \ - T-T i �L-1--I-- ' —I — T-� --I . J \ .�. T .T. I --------------------- 0 ------------------------------------- bo O TEXTURED 13 SH FINISH 13 SH 2nd F.FL. - - - - - 16" BAND CLG. HGT. T.O.M. T� -- ---- --------------------------------.....------------------- AT GAR. - - HDR. 8" FRIEZE BAND pp TEXTURED 200 ED o FINISH 00 60 �I 3 0 0 F.FL. - 25 SH 25 SH 35 SH RIGHT ELEVATION - STANDARD (STD T.O.M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1), Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS 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 LV 0 N �v � T W oL U O u a �' � O = V N N C V' .- fO O a- N IA O fp d @ c,4 Y a: W �E a' y al n • u ca = m } rr •ro T ro E o M N O N CV N 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. N Q O �E S N 8 N - , V p�o m J ak u LL Q : Y LL ii a rj fe Z Z cc p o r Co g 0 - D 'fp (V cD m J Q W ¢ coal CS Z LLW - & ul,N M Z 2 o 000 Z Z _ W N O _ O O z o Q V N CI =' a 0N a LL O ('73 w � a O u� g V) C N� �N � � 3 � m U — E L � ' 1 � N U 0 0 N see C w0 ch J 7 cd 0 4 a p ❑ ae F� ruLa <o no CO av 2t a Z °' tw L <<� o � � ClJ � o ZJ m a N 8 w � " cn WO q3 24 o d; pn v ulq i?'c o T > T 1. ar d- cc 0 00 M C0 O T 00 L T `� Y �/) U r— :0 vO to 00 r T� � N .Q O L0 O .Q 04 5 < � N t17 104T T o E E M c 7 O N Z Z E (DG 'a a ci .� a o C JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 7.2 NON -VENTING SOFFIT NON -VENTING SOFFIT qON-VENTING SOFFI I•VIa rIi1.a 11.vA VVI . .. AI/-%Kl \/CAITIAIn n^r_r_I ZONE-2 ATTIC SPACE 110 SQ FT. ZONE-1 ATTIC SPACE 61 sq ft. NON -VENTING SOFFIT PROFILE OF ROOF TRUSS 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"=1'-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER ration Wall SCALE: 3/4"=1'-0" "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. rk SEE PLAN TOP OF PLATE TYPE "Sir MORTAR (TYP.) uesign no. mous April 09, 2018 Bearlog Wall Rating — 2 HIL NanbMriog W60 Rating — 2 MR This design was ewlueted using a load design method other than the Limit States Daslgn Method (aq., Workleg Stress toeign Method). For jurisdictions amplay Mg the LIMN States Design Method, such As Canada, a load iastrletloo faetorehall be used — See Guido AM or BXUV7 • Indicates such products shall bear the UL or call Certilicatton Mark for ju nodietions employing the UL or CUL Certification (such ascanada), respectively. 1j IIr1,'��Ir� 4�4i� �0 •�� %�� �D{�1.' •�e�.n jaI (q 7 1 T horizontal Section 1. Concrete Blocks* — Various des Igns. classification D-2 (2 hr), Sao Concrete Blocks category for list of eligible manufacturers. 2, Mortar — clocks laid in full bed or mortar, nom. 318 In, thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stacco or Gypsum Plaster — Add 112 hr to classification if used. Where combustible members air framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-112 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), c:•ater repellant vermiculite masonry All insulation, or silicone treated partite loose fill insulation add 2 hr to dassihcabon 5. Foamed Phii — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation% "EnergyShleld Pro 2 Wall Insulation% EneigyShleld CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS A WATERPROOFING INC — Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "Enveige-' CI Fall Exterior Wall Insulation" and "Enverge-" CT Glass Exterior -Wall Insulation' HUNTER PANELS — Types Xcl-Class A. Xcl 286 RMAX OPERATING L L C — "TSX-8500", "X-8510", "Thermasheath-XP", 'ECOMAXCI', 'fhermatheath-3", "Durasheath-3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation. Thermax Heavy Duty Insulation, Thermax Maul Building Board. Thermax White Rnish 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'" a Insulation 5A. Building Units —As an alternate to Items 5, min. 1-in thick polysocyanurate composite foamed plastic insulation boards. nom. 48 by 48 or 96 in. RMAX OPERATING L L e — "Thermasheath-5I", "ECOBASEd", "ThermaBase-121" ' Indicates such products shall bear the UL or cULCertitlution Mark forJorledletlons employing the UL or cUL Certifleatlon (such as Canada), respectively. Last Updated on 2018-04-09 GA FILE NO. ASW 0810 PROPRIETARY" — GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels (NLt3) 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 air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 112' type X gypsum wullboard screw attached to the steel components. Sound tested with 2 x 4 stud wall fared with 112" regular gypsum wallboard each side of assembly and 3-112" glass fiber In stud Sparc on both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC............ ......... .__ .._ . 1" DensGlassQi Shaftliner 2 HOUR 65 to 69 STC FIRE SOUND Thickness 3-172•' (Fire) 11-314" (Sound) Appmx Weight' 9.5 psi Fire Test WHI495-1290. 11.15.94; ITS Design GPIWA 121104; WHI495.1295, 3.15-95; WHI 4W(743 & 0144, 1-28 & 30-86: ITS 3160814COO-OU2, 8-30-08; UL R2717, 04NK03115, 8-184A, UL Design U373 SotlndTest: RALTL10-291,E-31-10 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD) SCALE: Y4n=1'-0" > W O t ' N_ cc G '0 N C7 Q ..0.. N c c d o t f0 0" = N N .01 U a)N = CM y d' •� T C E O O a. U r` O M C'V O tV C'V N cn 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 Edibon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H g E S ('n s N 0) O (ON C 4Wa Y J 0 NtNn0 �2S2 LL Lu Ui - trA a LL u_ ZJ W SSSlie Z g rn O a g O o C t m uj Q ¢ W Z LL2 Oto C/) " w Cl) 0 N inF=- Q 0� ❑❑D _ W U v Q n- in N � Cl) s` LL 4—J cn O-� w j. w 2 U o C In O Q 0 N m c 0 J M m cc 3 LL cd E E z no H p oLL W_ goo z0 W � V ZEE C m c an 3� w< � z m J v ca w 5 <; W T � m oa tiw r ~ oLL W ¢ 1 O � L Q U 17 U— o T > (6 F G1 CN m c9 C.0 r >`co 00 O M :3 r CEO T L0 T C L OD VJ o00 m r � r N LO � O CD Q C:)N Lf ) I mot- ' T E c r rn O m O m Z Z E @ 0. U _J Q JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 8.1 R L ! I 1 1111' 11 1 t _. CU 1co LL Ln ru CS U ICU 00 0*4 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY I CACT"1F:DQ � � SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 - 10d x 1 1/2" 6-16d x 3 112" HTA20 1870 1730 A 2) ( (2)META12 1875 (1)PLY 1795 (2)PLY _ 10 -10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 B HETA16 1810 9 - 10d x 1 1/2" � HTA16 1870 1730 C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 G H 10A 1040 1015 18 - 10d x 1 1 /2" RT 16A 1025 900 H FGTR 4725 3400 wl (18) 1 x DS WOOD SCREWS AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 J HTT5 4350 3740 5l8"ANCH, / (26) 10dx1-1/2" HTT45 5795 K HD313 * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- L VGT R/L 2225 1600 (16)114"x3"SDS WOOD SCREWS & HDU4-SDS2.5 wl (10) 114"x2-112" SDS WOOD SCREWS & (1) 518" ATR ___ ___ M VGT - F 4940 3555 ----- -- --- - --- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 105011080" 840/950** P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** Q HUS28 1760/4095 *` 1480/3520 ** _ 30 - 16d x 3 1/2" HUS28 2950/5090 --- R MTS12 990 850 14 - 10d x 1 1/2" MTW12 810 S VGT - M* 4940 3555 16) 114"x" SDS OD SCREWS & 1) 5/8"ATR EPDXIED wl SIMPSON EN _ _965 T (2) LGT3 6570-M 6960-F "— 4730-M 5010-F x - & (8) 3/8"x5"TITEN HD (2 PLY) or 5 16d SINKERS FRAME U MGT -M' 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 W MGT -F^ (32)10d x 3-1/4"SINKERS 6 (14) TITEN TURBO LOW ROOF / FLOOR FRAMING PLAN - STANDARD (STD) SCALE: %4"=1'-0" CCA 01/25/2016 9-10dx1112" 9 -10d x 1 1/2" 9 - 10d x 1 1/2" 10 - 8d x 1 1/2" 8 - 8d x 1 1/2" _ 9-10dx1112" 11-10dx11/2" 9- 1 Od x 1 1/2% 8-1 Od 07WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS 5/8" ANCH. /(26) 10d x2-112 5/8" ANCH./ (2) 5/8" STUD BOL (8)-10dx3" (20)16d x 3-1/2" 30d -16d x 3-1/2" 14-10d x 1-112" (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY (32)10d x 3" (0) 14"x " EWALT V (2) LGT2 4060-M 4080-F 3500-M 3510-F (2 PLY) 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 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)10d x 1-112" ` 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. REVISED03-14-22 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 (A) 121 OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT (B 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 (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 Vi STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 O---(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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR CONT LEDG�R� 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 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2Y,6) or 1Y32" EXP. 1 (3�6) TILE: t%2' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y2", 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. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e•Nla C N P+" C il— o O a w P .L-. c cewr.1�' -�Im x to � iV L N O cI ov N Y d a _c of c C_ � ca RJ d 61 � � V d � G C e N a s, RJ E M N 0 N N N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N hW- o E Q p N Q �+ 5? N N � C J +� 0 00 � M LL LL 7 � N cnr-Z _- u- w Q �RNiov 13 i - -- r 11 1 1 -1__ _ .__ 1 1 1 111 1 II 1 1 1 1 1' _' I' I _ I I I I I I I I ---- I— _L I I.- [L-1 ! I I I 11111 1 I-1 I I 72'-8" UNIT -A �1532 IILINIT-C:16:2]4 IUNIT-C 1624 1UNIT-A 1532 I I 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. S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN - STANDARD (STD SCALE: %4'=1'-0" CCA 01 /25/2016 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 -10d x 1 1/2" 6-16d x 3 112" HTA20 1870 1730 9 - 10d x 1 112" A (2) (2)META12 1875 (1)PL 1795 (2)PLY 10 -10d x 1 1/2" 14-16d x 3 112" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 112" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A J 630 510 10 - 8d x 1 112" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 _ 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 112" HTA20-18 1625 1495 9 - 1 Od x 1 1 /2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 _ 1015 18 - 1Od x 1 1/2" RT16A 1025 900 _ 9 - 1Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SOS 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) 10dxl-1/2" _ HTT45 5795 _ 518" 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 SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS WOOD SCREWS & (1) 518" 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 14-1Od x 1-1/2" S VGT - M* 4940 3555 / x (1) 5/8" ATR EPDXIED w/ SIMPSON T &1 " MIN M T (2) LGT3 6570-M 6960-F 4730-M 5010-F & ( ) 3/8"x5" TITEN HD (2 PLY) or 52 16d SINKERS FRAME U MGT -M* 3965 3330 (22)1Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 3510-F TURBOEW-BO 22K1V) or (60)^10d x 3-R14_S(INKERS TITEN FRAME LUGT2 3310-M 4040-F 2920-M 3560-F SCRT (orr (64)10d xx 3" @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 112" HTW20 1355 1140 24-1Od x 1 112" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d 0" _ SPT24 1090 12-- 1 Od x 3" HCP2 590 510 2-1 Od x 1 1/2" HHCP2 680 595 (20)10d x 1-112" * 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 (e) 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 (B) 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) 20 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. 1 O (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 a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) 1 OR 2 PLY CARRIER R 2 PLY CARRIER x CONT LEDGER 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 HEIGHTS 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) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/s' EXP. 1 (2%s) or f%2" EXP. 1 (3y6) TILE: 1V32" EXP. 1 (�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[ 12:12] C-* N O N ^� Q m Uj W C. arm a CD �O r, C V N _ m � x _ IC p ` Q .2 N cc CD m E- G3 CU CJ tt a, c a z r N Q mc E a � CM N O N N CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q g C-,N N V O m Ju- 0 °° M C a z J LL z 13 L MO Y. '� CV cD m W OQ W,pia,)6-EE Z 00 LL N u', Z � 01 M aN Q U rn F- O U ❑❑❑ W N 0 113 ci - r (/) l c .o W C7 4--+ «> (� w O s N �, N ra I S � ry$ry C) 633 N 0 4101- o EI 4 m oCID W � , a ', u s d i o T >C ai rn _ C7 CD N r L 00 ICU � O M T 00 LOCr T T � / o T� 60 V) m 000 r 4-j T � 0 CN ``' - O -0 CNI Ln CD Cn QCD CV L17 1 04 T E o m CT M Q ri z z E y E a ui m C a 0 -1 a JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 10.1 I. L- 1. ,L 'L - --1. IL 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Fff WP. WEATHERPROOF DUPLEX OUTLET . GROUND FAULT INTERRUPTER DUPLEX OUTLET KG.F.I. HALF -SWITCHED DUPLEX OUTLET 1 o� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I 0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL AIL I I I I I I I I —1 I OPT. _ ( I �V LAV l I j J I HANSON BOX I I I 3.. LAV W/C -1 1 3" SHOWER L TUB/ W/C SHOWER — 3 __nd F FLR STUDOR �" VENT` Y DBL SINK L W/ DISP. LAV I W/C I 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 st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed 200A Indoor Panel Center Cable #4 Solid COPPER Ground 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 WP GFI I", I I I I I DINING �� I KITCHEN 1 FI O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ </��'-,,FAN/LIGHT OPT. FAN/LIGHT 1 r� � / I I I 1 / FOYER I I I I DB ENtRY 0— LIGHT AS bC GFI& PER SPECS DB & GFI TO ---- � ----------- BE ALIGNED VERTICALLY i C.M rA 1 UPSTAIRS t GFI @ 44" \ W.H. A.F.F. 1 \ 0 1 I I GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE ODOOR GFI --------------- I I J tD Uj I I I Z F a I I Q I w I >w I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS r 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-A 1532 SCALE: Y4'=1'-0" Ilf� co d O a o 'a C /D N O co c m x N C LL a- N O (p yO+ Q N X 01 � a Q> W Q u 10 a C.1 W c o E M N 0 N Nr ,. o To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a v E O N 8 V N O # 0 °' `° ui i',A rn r, r, w w a a cNi J i� a C� z Z o o r �v o 4�m Win2°�'°' g ¢ z Z LLN Co O o w ur) th Z N H Z U O U ❑❑❑ Z W N N C CD V1 tNp V C1 Q) cD U C O w p V1 I N N I.0 i _ E I d U o I N , : Y Mid N T ti 0 3< w J V ;7 N i- >. rm Q N a O E v s 70 oa J O iJ � 0 Z CID N D _ p d 7 w J o 5 W C/ C> w. m a , cc o T >� = m _ C r L W CO O M r 00 r� L r Cr T ' t— �� u U 60 _O M OOO T 4-J T F— N LC� -Q Ln Q O N LOCH `I �-- iv � T a c 0 Z z E E w a. 0 -1 ¢ 0 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 11.1 I..1L I I 1 1. _L 1 II ''_ _I _L . I I -1 _. I 1 II ' L- I I I I f. I I I _ I I I 1 'I I I _ - I I I I I- I' _I I� I I I I I I I I I II I_ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FqF WEATHERPROOF DUPLEX OUTLET PET-W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 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 P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) k<USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ua 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 3" VTR JIB I I I I I I I I OPT. `I I I LAV LAY HANSON I I BOX I I I 3„ I I W/C LAV 1� SHOWER 3„ TUB/ W/C SHOWER STUDOR VENTI , DBL SINK TI W/ DISP. LAV I 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 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 st 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% 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 3" 800 AMP 0 TERMINAL BOX O TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN 0 O 150 AMP 150 AMP 0AM 1P 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. E--- 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING 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 �\�10,� ROUGH -IN FOR OPT. FAN/LIGHT i GFI iM QDGFI r jG o 1 I� DINING �� I I KITCHEN 1 GFI — SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I I 1 / FOYER �i / r I I I I DB EN J RY O— LIGJHTAS �O GFI& PER SPECS DB&GFI TO — BE ALIGNED VERTICALLY I 4— I I�I I I I C.M j • 11I1�17� i GFI @ 44" ` \ \ LW.H. A.F.F. ' \ 0 I \ 1 I GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I � b I I Z f= a I I �a I I iW� W I I Dw I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL O. BATH BATH 2 r.7 WIC I OWNER'S BEDROOM /,,^ROUGH -IN FOR OPT. FAN/LIGHT F` ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — — — — — — — — — , I I /P ! l \ I I V/ -WIC I �\ LOFT C.M \ 1 /,>ROUGH -IN FOR OPT. FAN/LIGHT \\BEDROOM 2 2ND ELECTRICAL -UNIT-A 1532 SCALE: Y4"=V-0" M c� 0 cV o d' 0 u a N cl- y 10 O to -0 N t Q N Y a� d o.s d T E L C M V r G a N u a� m c rJ c � � o G CN O N r / ti . - i _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 Engineers signature and seal. to h Q o tE p S O N '• N V N Lo O � 07 rntiti'_0 W w - IQ LL LL d Y dry" ! 0 Z o o r m _ o W O W Q 0 d Co (1)°'6 �Gw Z ILW M Z U V H 0 N b (3 ❑O❑ Z W N M imam � Q N G U o i—J (a cn w U L f O Oi o0N 0 J p oW nN E U m n �u 0 E a; Z CO CU 4" �o w �w @ z o. -25 S LL� Z az W T y O N m Will Cn -� < a o r' m M M 0 tV C,fl fy r CO L 00 O CM T 00 r L0 Cr ' U O m O00 r � T_ 04 F— s] 04 Ln .Q O LO O 5 Q O (V Lo d' CN 2 T 0) o m 3 O �; z z c E E m a U d Q p JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 11.1 a I I 1 I 11 � A 1 II 1 __ _11_ U I'111 PROVIDE A N SEPARATIOP UNDERGI ELECTRICAL SERVICE PLAN SCALE: X"=V-0" •1 Ry N O N � o 7 W C, ci a r O a �, v m x c u+- a =' iu o An C N N O Q � N Y � N � y 12' • y+ N zr_ G E ro 0 ri U c M N O N CV N O> O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tli a t{ N p E N 8 Ci C Qi J O y o >N it LL N No LL a a a wa J Z�.6 u- z z�OO r a�_ O o W d ro LL o z N OU ❑❑❑ Z W I N M o =L r E3 V) rN �Q) J tL 4"J 11J •0 � �oo 11J O v ! ry N M E I , 0 C-' d Y 0CJD seo o w M O —j u u n ry C'_rol q zT4� O �I1 U L N m til IJ F 1 z O W s � m LL¢ tt E � 0 aw it t Y O !) M uiln U � o T >( T of _ d' M C•p � M r 00 r Lr) CT `i `) o IL CEO V! oo 00 r � = � O CV ~ N Lf� , O LO O 5 Q 0 N Ln CN ui T o E M c :3 O N Z Z E cc a U JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. 12 TYPE DESIGNATION #5REBAR ATTOP GENERAL INSTALLATION NOTES F = FILLED WITH MIN. (1) REQ'D 1. Provide full mortar head and bed joints. GROUT / U = UNFILLED -1/2" 2. Shore filled lintels as required. o ° R = RECESSED CLEAR 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 QTY. OF #5 vertical cell reinforcing and grouting. REBAR @BOTTOM 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and OF LINTEL CAVITY T M.U. longer with a nominal height of 8" meet or exceed U180. w a ° ° 6. Bottom field added rebar to be located at the bottom of the lintel cavity. x ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8 F 16- B/ 1 T d = - ° 8 Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. ° ° ° J5 p 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 z ° ° GROUT 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. t iD 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have LNOMINA QUANTITY OF 5 REBAR AT a coating of stucco applied in accordance with ASTM C-926 or other approved WIDTH #5 REBAR AT TOP ° O _ BOTTOM OF LINTEL CAVITY coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) NOMINAL- ° OTTOM REINFORCING loads should be checked for combine loading with the following equation: HEIGHT PROVIDED IN LINTEL Applied vertical load Applied horizontal load --1 7-5/8"AC TUAL (VARIES) Safe vertical load Safe horizontal load .0 1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi wl 7. 270 low relaxation. 4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. 5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. �61 N U00 O O 0 0 O 0 8F8-16/1T 8F8-0B/1T - - _ 8RF6-0B/1T - U101:1-1 O O C O O O C O .0 8RF14-1B/iT8RF14-OB/1T 8F16-16/1T 8F16-OB/1T O - © O 8F20-1 B/ T 8F20-0B/ T U 8F20-1 B-22T O o 8F24-1 B/ T 8FF24-0B/1T �J (./ O I nD nD nD nD nD nD nD nD � 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" Cl Cl LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J �- w C.M.U. DUX -_ U)Pm _ Q ir w rri J oEL d� o w (n #5 REBAR AT BOTTOM Z ¢ o a xMIN. (1) REQ'D (D LL -16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OMIN. OMIN. OMIN. MIN.O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SCALE: 3/16"=1'-0" K� 0 N ti o � m v > W V o 0 c. c p m SC .N 2t fV .q CV Y E s c s m - ca ar C M fV O N CV N rn • o 1 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. N 0 F � � � N �N (7 f i ' O M 9M 0 W J `- pp �j ik ll LL J L.,.LL (L Z 2 O O � z L ccK O Cc,o r�co m :3 M W J Co pjO' a W Z Z 00 M Z O H LLw N Z O U ❑Q❑ 2 W N O W W QQ r Q 0W r N � 4-1�Q W"1 C �' p U O^ ui o0 U, ^I N LJ J �- E � 0 � N J CL N n UD J S rz D 8 `o W CS > CS ui .LL- J ) ui ul V wl¢ O O i- N [A W 2 01 N N O � ICU � d' O M T 00 T Itf7 OO .2 m 00 r 4-J 0 T_ CN co N Lo }, � O 1.[7 O 5 Q O N Lo 04 ui E m :. T' E C o Z Z E `m m a- E U -J Q p -J JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. L 1 1_I-_ I I I 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 VERIFYTHE 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 12 INCHES (9141 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 Y2INCHES (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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 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: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 2" 1 Y2" 34 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-1-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF /-32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 1 STRUCTURAL 1, SHEATHING 1 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D F IN ERR 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SUCH SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. ISBOARD USED PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GR ATER SECTION PRO ERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1�� DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/11 SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL G90 SHALL DTH OM NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING INACCORDANCEWIIES A525 87siWITH ASTRM 4,5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148".12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRINSTALLATION. 4.5.5. ALLL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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= 285PSI 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall nbt be installed within V-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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rainf II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CQncrete oyerpo r and mortar along the foundation perimeter must be removed before exterior soi, 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. M Cc N o ti WD > W c.l 0 m IL Gl N C - o y a p t Q r� CV N Y R, CL a > O = C m r� +--¢ x 3 ev ty a) Ll u w f � rx .�a -, = E rt Lf M N 0 N N N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a po Q E N N � M gr O N W 0FA 0 ;r,� '° LL N Q M v LL a a I M Y J u_ r; Li- Z .. 13Z p 0 m e L f0 0 8 _ j t6N� m ui 6 W oga,Q d m t-- w Z 0 � M Z U F= 00000 ZIL Z W N N M v Ow l/1 �N o Cv N N �� C,J A J 8 , I T t N O1 o ,i, LL_ Ld EI w`FLLJ- ti. ry a CD E F� rc6 M CL � n- t <f ul Cn YZLL Z�� J s` a r m nw a a o= o � y >C T T rn _ 0 N CO 00 O M r 00 L0 U) O 00 m 00 r r � CN � N L0 L17 Q CN E E r o m E � Q iii Z Z E M a E ¢ o c JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. I _ .1 I 1 AI _ L I - - THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH II � Iti II II1� I I I[I I II Lf 16GAxl-112" LONG (3/4"-l" CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN I L MAX l I I I t 16GAxl-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS VA (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF 7 i1 N. HOME H C G GARAGE SIDE O O O Cn 5-0"Q - 10 c� STUB -OUT FOR 1'-01, 0 9 GAS METER 0 o `n � U 0 F 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'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI0Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 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 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELLS r- STD. 900 HOOK r- BOND BEAM cn w Cr STD. 900 -- - ] CONT. #5 HOOK BAR BAR , I 7 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SIMPS( w/(22) NAILS 1 5/8"0 THRU BOLT R TRUSS 'OP PLATE U 2 x B.u.c BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D�PLYWOOD COLUMN AND ,.� FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN @ CONNECTION L-� TJI TO BE CUT TO ALLOW - - NOTE: 1 r r FOR BLOCKING/TJI UPLIFT VALUE 1I—MASONRY WALL OR IS BASED ON .1 INTERIOR BRG. WALL °ii' S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR / LOCATION OF SECTION @ above to bearing below. STUDS INT. BRG. WALL I' :;;� SIMPSON H10A f -!" SECOND H10A (WHEN DOUBLE JOIST CONSTRUCTION N.T.S. �,= �. •• ��"--_- w/(18)1Odx11/2' _= == REQUIRED ) (Not required if both loaded equally from above) "' :� NAILS { Filler blocking ,- UPLIFT = 1015# 1/8" min. Small gap 2;' min. 'm 1/8" gap � ' ,,,.� ' max. 4 max. Web Stiffener Fastener Schedule__ _ Joist Bearing Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A - ,,•''� fl;-' � _Series Intermediate °;p2 End INSTALLATION INSTALLATION 1 /' � ,l BCI 5000s 3-8d 1-7/ 2-8d 1 8 Clinch nails / f 14" 2-8d 5-8d 9-1/2 2-8d 2-8d when f �' BCl// BCI 6000s® 11-7/8" 2-8d_ 3-8d 4MIN. EMBEDMENT p BCI 6500s® 14" 2-8d 5-8d '" SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 7i ` 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d ZE AND QUANTITY web -flange connection.BCI 60so 14", 2-8d� 5-8d OFFASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 2-8d-8d3) Leave 1/8" gap between top of filler blocking and bottom of top flange. web stiffener 11-7/81, 3-16d 1 3-16d2x4/Plywood/OSB 2" min. BCI 90s® 14" 5-16d 5-16d 0 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max -� 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack 1 *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Provide adequate bearing for each lapped joist. Squash block —10d nails (2x4 minimum) SECTION a@ INT. BRG. WALL ---- Bearing wall, Versa -Lam LVL or / N.T.S. Glulam Beam `"" ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pK max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 1 beam below — Load bearing wall must stack over &13/4" blocking and wall or beam below.* — — —Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" $aw Any 16" joist Span (it) 8 V-0" 1'-i" 1' 2" 1, 2" V-3" V-3" 1'-T' V-11" 2-4" 2'-9" 3-2' 3-7' 12 T-0" V-1" 1' 2" 1'-2" V-3" V-9" 24" 2-11" 3_7" 4' 2" 4'-9" 64" 16 V-0" T-1" V-2" V-2" 1'-T' 2-5" 3-2" 3-10" 4-9" 5'-7' 6'-4" T 2" 20 124 V-0" V-1" 1' 2" T-2" 2'-0" 3'-0. 4'-0 4'-10" 5-11" 6-11" 7'-11" 8'-11" Vt 1'-1" I V-2 V-3" 2-5" 3'-T' 4'-9" 6-10" T-2" 8'4" 9'-6" 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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 *2" 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. N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FIN& GRADE Backer block (12" wide min.)I— Nail with 10-10d nails. =III —III 1 1= —III Install tight to top flange. SLEEVE THRU STEM Joist hanger I SEE PLAN FOR FOUNDATION INFO •• • , . • � a. ° a l STEM FOUNDATION GRADE 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 f Backer Block � I "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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements ��r .- -0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN i•VU k1nM0C'9 rvV SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE /- PENETRATION / t' d d 1-1I I —II I —II e a d d -IIII�111IIIII • • i 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d - G PVC OR SCH40 SLEEVE PLUMBING LINE d G d L • d° c �J cD � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d ." n d ed L III=III=11 I III=i III= d� =1 I l d SEE FND. PLN. SIZE & REINF. N F- w CU 0 o t o ai o L- cc V N -_ LL x c n- y !O O o� 2 d E � C, d-0 u W c o y cr_ c E o 0 M N a CV N N rn a - 1 ,r 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.. $ of S N t� m N o G w o, N J � LL tY) � (N d a Q IU MLL� IlYz z z� N rn �Uc 0 _f5 o 5 o 3 �o�� m W m � � pj O' a z LLW o (0 41 N Cl)Z o T U 0d E7 Z W C> .J[ d 2 El O ,, g (N C f6 U I° tll J z. 0 AA. N Oi CID E E E oL, K E 1`—° lei K G ' o_ EI gn N G W z 'm UJ C YU� Z�c 0 mC> I a� ` o o T >(0 ai rn _ CN r N L M (O W O M r 00 LO T Cr T� A T- �/� V/ 00 o m 000 •� � T CN 04 LO .�_ O O Q O N LO A T ai r T o m z :3 E v; z M Cc a E U 0 JOB NO : 23-12150-12153 SCALE : AS NOTED SHEET NO. SN 1 11 L _L I � 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ 2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH FLORIDADB 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER I D e SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM - - - - D7158-CLASS G or H, or ASTM TTI — p III�Ti�r D3161-CLASS F, IN I'TT 12 ACCORDANCE w/ TABLE II —I I I I — — — Z TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSHI - 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 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 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB � AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE: EXTEND W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH„ BELOW GRADE E tv e D e 0 Z co D 00 6 MIL VAPOR D Z _ BARRIER _ _ II p iv - COMP. SOIL. A T (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT._/V-4" (1 STORY) O STD. 90 NOOK (SEE 411 1'-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS `T z SEE A/S3 OR J/S6—�`I I I Ii1 I.= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS - TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY _ I f I I I I If I I I L� I LL W II 1 I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS J� 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH _ - ----- - - — - -- SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ .- 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" j "ELEV-O'-3 O.C. OR 5/8"x10' WEDGE ANCHOR 0 @ 24" O.C.) 211 �Z— 31/2"MIN. GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL "v CV I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY `„ 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 e � GRADE 00 _ — _ • _ _ — — (1) #5 REBAR w OPT. ISQREEN ENCLOSURE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 D D D 6 MIL VAPOR BARRIER TIT p D ° • s V f I I I I I I I I I I I I I I I I I I I I I I I I -TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM —SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE —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. (12)10d NAILS U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) --SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND ,,,2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS ��211 WWF OR FIBERMESH �31/2" MIN.\/ e 731/2"(min.)-4" \p e y/q - 1/2"(min.)-4" 3 1/2"(min. -4" II L 1 I 31/2"(min.) .4" -• _ 7 _ (2) #5 CONT.� I I — — (2) #5 CONT. - I 4 III � I I 111- 4" 1-4" 8 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE:3/4"=V-0" IIIIIIIS3 SCALE:3/4"=1'-0" II S3 rCNII UP _\v j\�OS�C P�5 2x STUDS @ 16" O/C Ica JOU INSULATION PER FBC AND ENERGY ,/ FORM SUBMITTED WITH PERMIT / \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE " " 20MIN. LAP [24MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] I 25"MIN. LAP [30" MIN. LAP] _ _ = O0 1 IT� TI1=, #5 REINFORCING BAR R 1 7/811 -� RE #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I=�j1 I=II= =IT1 D1557) , ITrrrrIIi-rTII IIl fr 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE SCALE:3/4"=1'-0" rL S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0' -0" CONT. BEAD SEALANT a BLOCK WALL BEYOND • : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT a.` -3 1� 1311 � �.... . ° .. ... GARAGE O.H.D. RECESS N CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. • • = STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN ^ CONT. BEAD SEALANT A.� co TENSION 120#) CONCRETE SLAB Tj 7 — 41 - 6x6W1.4xW1.4 •. —I •y m WWF OR FIBERMESH I ' ' '1 -ono -E • N II —II II— SEE A/S3 OR JlS6 -I � Trr— � M 6 MIL VAPOR BARRIER FOR REINF. INFO. 3 MIN. CLEARANCE I I i I I �f1I - 1'4" (1 STORY) I I II V-8" (2 STORY) 4" 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. 101, #6 REINFORCING BAR #5 STD. 90 HOCK #6 LAP SPLICE REBAR DETAILS r F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 0'-0" FIN. FLR. IV NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM ILL! END OF 2" x PLATE IL D U V) 6 . m Q —I II p w I rWn ' —I 11�1 I 1=1 e (2) #5 CONT. =I 11- 11 ON 3" CHAIRS (TYP.) 8" V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (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 + _ WWF OR FIBERMESH e p 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS �C; p CONNECTION INFO & LAYOUT DESIGN — — — SEE ROOF PLAN — — — —° a ° a a a FOR STRUCTURAL .' -� r �,� - „� � _ E BEAM SIZE & N H. ° a CONNECTION INFO �, - . .4 - T' -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6�" g' ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1 /4"0" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS ? GRAD �) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 � = • Z D W -BRICK PAVERS or SLAB PER 0 in • • • • z COMMUNITY SPECS fn w FOOTING -- BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) '' • �' PATIO Cn N 0 CV r.. � o U > w O c �ovN m a� N O (o y Q N � y E r c 'a � 3 u m c c.+ jE [i u cli 0 fV N N rn To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) a �s �� N r C.,. UY 6 0 -2 ""LL fii N r�'�i C(0A:', a. ii Q Lu a Y u- iL Z z z13 r 0 o �� Co o iCo LLI U) ¢ z Z ° °W UW Z N V7 F Z b 3 000 W N M O tl.l e V) C6 '— U) v 0 M J ' s ¢ CIS co I'"roo o x , o 1, °z EI p` a rc <3 C is n� pLL ZC, 8 = o £ a "T NJ o M I4 C, 0 i o r > CO F-- CC 4*- CC r L 00 O M 00 T Lf7 T ' ) O T O 60 vJ m 00 T 4-J r I — N L.CD =`= C O L17 O Q O CV Lo v m T— o Z Z o iri E 7 c a a 76 U -1 Q p _ JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12)1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT A PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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 OVER WATER RESISTIVE BARRIER ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d \ �I NAILS AT EACH STUD \� DOOR OPENING �, DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) W/ MIN. 4" EMBEDMENT 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D MOISTURE BARRIERROOFTRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK OUT (SEE SCHEDULE) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2 4 SPF #2 FOR CONCRETE PLACEMENT x . TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) Od NAI S 1/2" EXTERIOR GRADE SHEATHING ---" 7 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 STUDL� � 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 3 8' STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO 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 BLOCKING (TYP.) \\---ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4.. FORM CONCRETE INSET TO 1!2"X91/2" PLYWOOD— CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J a w 0 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY j GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ 'GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- SF A/NpOw �qN 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL —A 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 1Od @ 3" O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF z DOOR �8-.SPLICE STAGGERED .• J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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) 1 (4) (2) 1 (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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR 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. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. —Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 1 Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS � SP4 SP4 / SIMPSON SP4 —I SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U vz a U) 2x TOP PLATE V2 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) *.0. ° o ° °o ° • HTT4 w/ (18) 1Od NAILS (3610# SPF) • HTT5 w/ (26) 1 Od NAILS (4670# SPF) • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 9 EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER HTT / HDU TENSION TIE N & NUT SCALE: NTS c SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W1(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING VN o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU t5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. e+s o n- > o_ G u =- O 1-1 N y ~ K A� rn .a N L N O � N u a T 9 ? c= T N d lJ _ E f0 O 0-U C7 M 0 N N N C"0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o f 9 N a S M 8 ,� C"jN_p Co 6 EP v Y 0 Co H rn C' a a LLz Cq LL o Z r m g O 0 C' n- N, 'D m J m N�T���0W MZ < N LLW rt z O U ❑❑❑ Z W z � M `I —J — E3 N M V o Ln4-1 vC2 LL `n 111 � O � L s L= N I / v , , M C6 c-) 6 LLI k — EE m � L H is U �d �0 Y N Ol C 0 Cl, w d L =o E_ U U o C5 m X U a4 a 7d a m mCi rir CJ }Q W �I � o I r - m Qs 0 0 oT N >� 2 ai rn CU m CD ,t— 00 O M � T— 00 T LO r C r o 0 00 m 00 r �-- 4 H � N � , -0 U-) 0 Q 0 LO 'd' 1 N E T—z co ' r 2 a c) _j a p JOB NO : 23-12150-12153 SCALE : AS NOTED SHEET NO. %134 L I Il' ( SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (i 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 DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 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 1 O/S5 MAX 9e BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS �'�p� SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND —ICI SCHEDULE FOR SHEATHING DETAIL ' 45°t / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR 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 Ir "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od 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/ 1Od 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 SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d i 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END �� "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN i ; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR `� i�i LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING"� 1/2" CDX PLYWOOD OR CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE i i `� (2)16d 7/16" OSB SHEATHING ,,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� N. ` ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS � � @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & `�`� O.C. FIELD BOTTOM ATTACHED �� (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I ,- „ I I BLOCKING, FASTEN WITH „ „ MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 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. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N � � NOTES AND NAILING INFORMATION `° SCHEDULE FOR x Ix SHEATHING DETAIL BACKNAIL w/ 1 1 1/ 'I (2)16d NAILS WOOD TRUSSES - 2"x4" CROSS BRACE APPROX, 8" FROM 2X4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (@ EA10d 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d (D = 0.207", L = 4 1/2") OR EQUAL 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS `'' .,CONNECTION 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) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS l� NON - LOAD BEARING LOCATIONBU CMSAMENUMBER OF ROWS, SAME SPACING) COMMON NAILS. E OF - 1 1 SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE:3/4"=1'-a' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g - SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O,) "L" BRACE 2"4" (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 (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114"xl 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `— DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'4' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX _ 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �' Iliallo No No cc Ulm NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ("L� 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) 1 Od 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 era N o _ N ~ d � O t c3- V N m x N C {L o- � T7 N L H O 3 T w Y 4 Q �o,da u y a>o c ra •fO .-A. N d � c � M N 0 N N N v� C o To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N � O (1 � Q 8 O(0 J 0 a o_ Q J LL a Y c� Lit z Z crn O rm8 & rO A (_O m W Q J -3 rR °' rn d W m d mow Z N M Z 5 0 z:z OU ❑❑❑ Z W (D �N NEA r :* < kA U O LLl O V) " c: u � 11J 10 r._ E $ "I 1 I L c� C, C N Y C, • N � ti< W ii■ _J o YM a O za Q ` G U N A5 v SN W 4 O l n� K � _z ao N IW. � m LL aQ u� o T y ui rn C.O r L 00co O M T = CO r LO T C T U) 60 O m 00 T � � o l.O N Ln 04 Q N Lo 1 C) N r E E T'- o cc 0 N z z E u) cc a o 0 _j Q JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED wl (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED Wl8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI]. SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 771, ER P\ 1 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 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO w oLU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. H 3RD LAYER 1/8" THICK. � w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ' ETAL SEAT 1 OR FELT PAPER FOR 1 MOISTURE 1 BARRIER ° r STD. 90 HOOK (SEE DETAIL) 8"x8"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) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE r C 41 a E: .—° a N ° 'tea` _ y Q a rh FINISH GRADE 00 I I _ 6x6 W1.4xW1.4 I _ —I I I ° . d \: ` I I =1 I I= _ WWF OR FIBERMESH I�_ o f1F-11 ° 11 r=_1I �---STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR I TIII—' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2—STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---� *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" Q.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 rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS" FLOOR CONNECTION 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)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8) 1Od NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=l'-O" S6 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" (13302.11) 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 ° p e —°_4 aa---_— _ 4 ° G . _ Wa I — I - 'I II a .°, I I 1=1 ICI I �J��J�� (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR Wl3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION, 15/32"OSB �I EXPOSUREI x II SHEATHING — —x—� PROVIDE II II BLOCKING AS REQUIRED PER D w p SECTION X-X IF II II _ NOT FULL HEIGHT SHEET III II F Z1 N II II J1= � G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I _T 15/32"SB II T II EXPO UR EXPOSURE 1 �. F SHEATHING II II II I Lu SOLID 2x Zi BLOCKING @ ALL Zi III G III II II II I C SHEATHING y EDGES (SEE III OPENING SECTION X-X Lu III C III x II II F%w II III qFx E 2x STUDS W III III II II II BEYOND. UziIII SEE PLAN o I I I II I II I II II II'j I O II Ll T LI III _1L Jl —II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL '-3/8" SPACING 3/4" S 1/2' ,.,. 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE •NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTICAI BLOCKWG SECTION X-X T�7 SFF NpNhI 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu -, PENETRATE SURFACE MORE THANYe". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. u- O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =i E O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O wl 8d COMMON NAIL w LL Ill- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >. O FF w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q xF 00N u~i 00 m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? Cot-LL .' O O r- MEMBER IF GABLE END `r 0 LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". K'_C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 A ?/ R 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) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-O" (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. t SLAB W/ 6x6 W1.4xW1.4 C WWF OR FIBERMESH ',-- C \A ". III —III —I II4 da -III—I I —III -III—III, , ,I_I , • . YY m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE s 00 ;III-11 0 (3) # 5 REBAR ON 3" CHAIR �4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" GAG6 ADDITIONAL INFORMATION. S lh _ !V c.i c u. C�x_ 0 N ro a �- C4 CV N CM .� _4 W 61 V a' ate• c_ E a � 3 m d _n �3.. L. CU m c r� to f1 .ice c E ca o n.. u c� C _j CV O N N N 0 I, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) a QQ 2 E O N N8 �� 5 O N 60.1x 2 5 LL to C' LL a a rNi z Z O: r m c" NN(D m w Q Kz Z ILW oU210 &0 ) _ n N Z Ow M N U n F O U ❑Q❑ Z W CD v a C) n _ M _ � C7 0 LL -1 ru (!J o Q) tJ1 to n >> I v • to m Q L' _t N s�o r- 0 M`z tom• �LL ,_iz U " W r 0 &k 'o u C, �� 1� az' m ;a m �� az T } m LL V W & � 'm Jm _- ch n r O > = ui rn cm T d^' ca (1)T i 00 O M T 00 LC) T a T— T -6 C:> 00 o m 00 T = 6-1 0 T� F—-0 c� N LO C O Lo O Q N tf) N T d' T O o C O �; z Z N E c 11 U _j Q 0 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. S6 (MONO) I 11 It I 1-- - --- III_ _1 ._ 11 I I I A 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 GLUI NAILED MATCH NOS OTHER l \ 619 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 2xi I DRAFT ST C P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" VV/iLL J_A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 1 I M.RS IN WALL I 2x12 SYP BEARS IN WALL I I -2x6 SYP / 1 / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS \ (14) 1Od x 1 1/2" / (IEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" 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 -2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I / --2x4 BLOCKING FOR 2x12 / I 2x4 PT UNDER 2x12 C I ROVIDE MOISTURE I \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. GA'�� / TOP OF \ STRINGER I � TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r MUST NOT TOUCH 1 STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 fl--I 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU S) x 1 1/2" NAILS) STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---'� AT STRINGER CONTACT POINTS '-7 SCALE: 1" = 1'-0" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER `f12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:' = 1'-0" -3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER x 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 BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST ` PER CONTRACTOR V / I 1 - �-(2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SE SCALE: 1" = 1'-0" CTION VIEW SCALE: 4" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X Bd/ 2X STRINAR OCKING PSON MTS12 w/ I 10d x 1 1/2"AILS R 3 D D O:E2X BLOCKING RISN3 VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" i � a � o >G cz- V N R C7 a 'in T7 N CD a' o m NN Y d E .J c d u Q c E L, C11> CV 0 N N CV 1 O 1 1, 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 engmeenng portions of the drawing pages bearing Engineers signature and seal. N W Q v EEp S N o N O rN04 0 N LL LL Z LL J 55 SL7 $ rn _2 a ° W caN�a�a oW O N Cl)Z U N Z F O U ❑❑❑ Z W co co t(ppQ�� 4 < U U Q) �N v O u ro O o N LL J u 0 r ao � M tJ j Z tt7 C I OU co = T w 2 N n� r— ro 7 0 ? cfl 0D a� n rcIi co _ � Y oL m � � ih ro 2 e z 0 li a.. p mo S �w e w ?t 0- o r rn C.D T— L 00 co O CCn r 00 LC) Cr � �1 '^ U 60 VJ o 0 = 0 CN F— ce) N L0 -0 L0 Q N Ln N T— (D r d m 0 z z E Eo c a 16 U _j v M Q 0 JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. ST __ 1 II 1 1 1 II I _ I 1 1 1 1 I DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 —1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. r 1 X 4 x4 P.T.FURRING C ` FURRING 3-1/4" LONG X 3/16"0 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /Z" DETAIL 1 x8 w/ (2) ROWS 8d NAILS �' 3 DETAIL 1x4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ixq 112" 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. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ 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 gx nFTAII ? 1/4" DFTAII_ STAGGERED@12"O.C' 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 3 1/4" 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 ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 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-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX q� SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 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) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FPER ANCHOR INTO ARCH BLKG. INSTALLATION DETAILS ARCH DETAIL ("'K� B-B 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 DrAGONAL 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" #5 RE& (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS MiL NOTCH WEB AT +5A FIRST 2 COURSI ' "" '.T ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i e 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 JACK TRUSS PROVIDED BY-- / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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: SEALANT p o _ _ T�I I� PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p I I I�,T * PRESS PANEL REINFORCING INTO PLACE. — — rL * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL R MIN. LAP SPLICE W/ ° , III � �. REINFORCING PANEL ° I . SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT 1 FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE P D e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. - SEE GLASS BLOCK INSTALLATION NOTES. c� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS o 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 \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 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 of 20"MIN. (2 STORY) WITH MIN, 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3l4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN IR YP.) THE :S ee� e10 1 �e UNACCEPTABLE INSTALLTION DO NOT DO THIS e0 ee #5 REBAR (TYP) eee ee 1e ee 1� ^_Oft. 90° HOOK (TYP.) ee e S @ FIRST COURSE �s 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE WI 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) 1AN2 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 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW—J—N---)— L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (*`) 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"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + + <FNOrN + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING —BLOCKING AS r + REQUIRED TO * + pl \ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'41 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:: ,-t - I -u CFF CHFFT M ANTI FILL 1st 4 COURSES SOLID W/GROUT 0 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 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. 11-011 51-011 INISH p • .° #5 BAR x D. 10 • ` p CENTERED W/ g . p to •. 9 H IN TOP o 0 .' ' KNOCKOUT / cv e ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN It AND SECTION DETAILS 1 to p CLEAN FILL .► p. DIRT Z p, ° STANDARD o 910r HOOK N #5 BAR IN FILLED CELL, rr.•��.�.� ��s•� ���s ifs• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL r�i�r�ra>•r�r� ��r� SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. '� eh CV N - c 0 CD v 0 O 7 ti.LL_ N — N IA O a a,`"�c C a_ 3 ,a 3 � c o c E a r,>_ 0 M N O N fV N rn a r. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F E . N VN Lo 6 J S' x 0 N 4h LI. LL. '7 ',0- 0(n (i f� f` LL W M C d a Q ej � LLJ C J d Y z Z Z g 0 0 m r m�.- p W r�2Q�'°' ¢ 0 z z M Z O N z O0 �O❑ W l= n w n (ul _1 g .0 s Ln (_ N w w J h- L 8 I z 0 c 0 s�o a s a o U wn nI ca f— vg.�, f tt o z " a m r m MEN T C) y W T I- - j Jw I- 2 J OIL o T > Cfl _ CM m � N CO W CIO00O GN r 00 r L.C7 rCr�-- o O O0 00 CN N Lill � 04 O Q CD N ai T o E E c O E vi z z E a .D M ccE [L U Q 0 c J JOB NO : 23-12150-12153 SCALE : AS NOTED SHEET NO. SS 61 I I *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING BLOCKI X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE PROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS "K USSES -HIP G.T (2) 12D NAILS }' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"= V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. 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 - 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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. �C 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" 'k'k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING L- WOOD TRUSS -� p` PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 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 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ - SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ 5 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED Jnrrn�\ PENETRATION AREA W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. -_ 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ - 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. :. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = T-0" SCALE: 1/2" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" 10 TYP. TYP. 0 0 1 0 0 0 0- I SPLICE 0 1 0 0 0 T_0-1 SPLICE BEYOND Z_0" PART. ELEV. VIEW 4.. DBL. KO. BLOCK MIN, n MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (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. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 _ ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50'� SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES MAS( SEE OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO " /7\ 1 nA T(1CA1 A ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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" d ... 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) 1'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 NO MINIMUM AIR SPACE SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS w/ BATTEN STRIPS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 1" DENSGLASS ULTRA WITH APPROVED FIRE CAULKING. SHAFT LINER ELIMINATE 3/4 AIR SPACE. SEE MANUFACT. SPECS. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) FOR INSTALLATION. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN - - - - - - MAX VERTICALLY NAILED FOR STRAP INFO. (2) LAYERS 1 "X24" PROPRIETARY TYPE ° ° ° ° ____ - TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. "X" GYP. PANELS INSERTED BETWEEN (TYP.) 2" FLOOR & CLG. RUNNERS W/ 2" p 1 STEEL H STUDS BETWEEN ADJACENT EXTEND BURN CLIPS AS PER PAIRS OF GYP. PANELS. 2 x P.T. BLOCKING BY FRAMER 2" FLOOR RUNNER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING W/ 3/16" DIA. x 1 3/4" ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3"TITEN2 - 2x4 LEDGER ONLY AT EACH TITEN2 @ 16" O.C. } I = = SIDE OF STEEL "H" STUD. FIRE CAULK.- _ ° ° _ . -_ (2) SIMPSON SDWC15600 RUNNER TO BLOCK (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO wed?WALL EACH SIDE LEDGER OR 5/8" GYP. WB. W/ 1 3/8" NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (see sht 9) STD 909 HOOK (1) #5 VERT. IN FILL CELLS (SEE FILL CELL PLAN FOR 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 CHORD BRG. FLOOR TRUSS FOR AN AREA < 1000 S.F.FLOOR SYSTEM AND SEALED PENETRATION AREAS W/ - -- -_ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX w 0 z M �U) Cn 11 SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN �— 8" C.M.U. WALL 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 I; TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 10_g 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 �- F FILLED W/GROUT (DRAFTSTOPPING) DOUBLE KNOCK -OUT - 4"x4" INSPECTION PORT AT O BE NAILED W/8d W/ (1) #5 CONT. IN. EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO - EACH COURSE 1x P.T. BASE NAILER ONE SIDE OF THE STD. 902 HOOK FLOOR TRUSS FOR AN AREA 5 1 00 S . F . (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 REINFORCING W/ MATCHING 777777 (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO #5 DOWELS IN SOLID EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. - GROUTED CELL W/ MIN. 25" TbPiORD BRf . FLOORYSTEI; PRE-ENGINEERED- LAP SPLICE MIN. FLOOR TRUSS' AT -- - 24" O.C. GYP. BOARD CLG. - EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A LEDGER CONNECTIONS HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (2)-1 X 4 P.T. BASE NAILER (1) #5 VERT. IN FILL CELLS (SEE BASE BOARD TYP. "S" MORTAR (TYP. PER SPECS. FOUNDATION PLAN FOR LOCATIONS) ) U CONC. SLAB 8" CONC. BLOCK (TYP.) PER UL905 � SEE FOUND. PLAN 1x P.T. BASE NAILER N g 6 MIL VISQUEEN 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. STD. 90Q HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) `6� 2-STORY PARTY WALL SECTION P-w SCALE: 3/4"= V-0" REV. 05.24.23 x 8" C.M.U. WALL 0'-0" � F.F. 60 VARIES WITH o SITE GRADES TREATED SOIL - N SEE PLAN TOP OF SLAB 3 #5 CONT. 01 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 e� 0 CV d� EyO 0 y C L-- a N � O rn y o 3 Cr w T E s c E w O M N C7 N ir. N 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 seat H H EE S c O M N RN M- C �-5rn u. to ����� w N v le a cNn w J Z Q7 � 0 EN _ ��� °0 0 w o 'o Cu J W C ¢ m W cn 4' °' 3 r-w Z00, ( Z 0U 2 M LL N U u) F 0d ❑❑❑ Z W s Q v r�- N n 0 LL ~� r) O U O LLJ N Ln • _ g I U o o J" w EE V Qcu a cu. E U w, V U =mmr o� r z m v co — o m 5 8 5 Q 50 T �7 cla, LT Ur- o T >(0 ~ Cn N cD co N r L cu � O M r 00 LO rCrr v U) 6 O 00 m o0 = O N LO +--' O LO O Q C) N Lf7 ai E E 1� o � CD = v; z z E E �6 C a U Q p JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. D 1 r 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 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 WEATHER 7 RESISITIVE BARRIER TAPE (RSSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ^' ^ "4 WEATHER VE BARRIER & tARILY SECURE 19 DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 o 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 SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) la 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 Q 2 SEAL TOPS OF JOISTS -- UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH 1/2" DUROCK- V-4" PER PLAN V-0" PER PLAN 8" CMU - 4"OR8"CMU (PER SEAT DEPTH)-- FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOP~--f I I _zf- 11 11 l 1 " _I "- , - ) SHOWER SEAT fj SELF-ADHER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING - SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-," BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 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 ]i n EMT. 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 FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WPOt) 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. SCOREPAPER TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE VERTICALLY 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 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 2sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for I2 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. JIM SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 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. - 7 7 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 TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER �' STRIP OF SAF DRAINAGE PLANE WRB W BOND BREAK WRB rn rn I' Z' / I SF LATH '�- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR l I BARRIER I I I I --,3-1/2" INCH FLANGE rl -_ - �hr LU LU PLASTER STOP J THIS GAP IS A RESULT OF CILNATURAL SHRINKAGE. �- - - - - - - - - - DO NOT SEAL. W CONTINUOUS BACKER Lo U ROD &SEALANT DRIP SCREED PLASTIC w w ACCESSORY jC �o A U) 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 \\\\\\\1 -STRUCTURAL FRAMING -STRUCTURAL SHEATHING I `-STRIP OF SAF - ---- ---- -DRAINAGE PLANE WRB j -BOND BREAK WRB I I iq I i --SF LATH I I I i ilE Ii{ I I --_ --- ER STOP ^` �� NUOUS BACKER ROD �F�1 J LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper - 7/16" O.S.B. sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 e+7 N O N o ' r w v a o a- o u a U CD C (O V N m _ n A C O d Qtr N Y � E m u = a a 3; cu L is y ai .n �o N d� E o r1 U O M N O N N N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a po S E off N N8 R� C LoN 's , 4Jh J W 0, as Ll LL 7 Q a R LL j Z Z 0�' MCg o o _ 7 f0 N m Q Ng�o z ILW Xow In co Z 5 N V' N OU ❑Q❑ z W Cry cn v, � N L � V)1 (DI U LL r' �r> g 111 V � � � �pp O N J Vi r •:1. N Ol S II� M w 7 J (� C E U i O w o C1 O t I111 r" o U Q 1.0 d - w N « za � � 0 "1bLL Z a� W _ „r ca o � -ITi s s o- 0 o T 1 >� T I-- a; -r cNfl r L 00 co1 O CM T 00 T U T V t- -6 OO V l .2 m 00 T- = ­0 O T � N Li O Q 6 CV Lr) `C� t CV ,- E T O M c :3 O N Z Z E d :? cc a U 'a 'a 0 JOB NO : 23-12150-12153 SCALE : AS NOTED SHEET NO. W P L I I I 111 11 1 1 1 I 1 l I 11 111 [L"ll III1 Ir lap I it III 11 111111 11,11, 1 1 1 IHUI,QR/C.4NE Mounting Brackets (11) Gage'. 4-1 12' x+1;'2' x 2-12" Ste Anchor Schedule Bolts 1 / 2' Dia. A325 Gal ITyp.)we 0 T J ' #145r1f-IXII rig SrrCW5 A/C Unit Bottom Edge Hurricane Strap (Typiral: 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 11114 Self Drilling 5crews Thtu Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Wachpr9 / Self-locking Nuts Ni tirs� di. irieriliu I a uirun.. arc t•n uL'i wilt kill ll:nn..:na Au Hans E �Inrered Related Sad Drawing ava0alelr upon resident (rddhoatal rr,e will tppi Back Cross Support Way he cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Pape I oil Building Codes and Standards i7ne2021 Product Approval Application Detail pg4s EItM « 20 pact peak Psnelm pHs An Vwfbn ManJaclurar C"I E m cinker&Lkae ValidatedW FOoora CAval A,-k d �(ye AMnnation 2020 amad Vn[ Products Ina Mvhael Graham Hermes F No-P E Lasko, toucan P.E 1 Z1 W2020 12/tNN20 12nB2020 Approved calegOry: Sir' lure l Components i8TT1441-836It PE-73778 (334) 300-1800 -W.tgoryProducts l000suced in Reese of Ln"p-nvent can Naw' Technology Compll-Msihpd: Evaluation Report tom a Frdlda R.Ul. n id Al-Itaol d a Licensed Florida rusa72-R9 RotluMt "Ithesslaiel Engineer Q,rarAnurartca AooriswtlnorUs, AOorpvadf,UN WNW pall - Eta q Rococo YotlN. NlYllbar w Name �I Description Contract Emlralon ode In,RWZ Outside HVHZ Resident Pressure, 1 9manYnt Model 0154d"' Duel F-tion Fielder and Ved JNion Vend 12n12023 Yes Y.NIA t10OA100 2 SmarlVent Model a1540-511 Dude Function Flood end Veaiabon Vent 12n12023 Vas Yee NIA .1"100 3 Smanvwt Model Y1510-520 Insulated Flecd Vant 12/312023 Yes Yes N/A .1001-100 4 ahnnnVanf Model Y15d0-521 InwleNdd Flood Vent 12n7 n021 Yea Yos NIA •IOOA100 5 SmanVnl Nadelpt 540.571 16&qua. Garage Dar Flood Vent 12/312023 Yes Yes N/A N/A 6 Snal Model 91540 570 Wood Wall nsul&leo Flood Van( 12/31/1023 Yas Yes NIA .loot 100 7 SmanVwt Modal 01540.514 14.5&qud, Garage Dar Flood Vent 12nl=23 Yea Yes NIA N/A Florida Department of Business & Professional Regulation Pa9e1 an Building Codes and Standards 1n4rm2f Product Approval Application Detail ;- �� .. tltltlhd .. gte Dot Date FtltAno Qa314 J,vae version MMUNdunf Carted F.6910LC. validated -& y aubrnatsd F8C AmmvY �y�d sI to Rev-2020 Drexel Wtole. Inc. Jason Smumat. ZacharyR prleat Locke Smoak P. E. Oan02020 08N812070 mno2o20 Ion 3no20 Approved Category: pooling (502) 303-1511 PE-74021 (334) 3DO-1800 SiubCltegary: Mete1 Floating jshumatel]wrexmd can Compllmae Method: Eveluelion Report from e Fonda Registered Archd re1. Lknseld Fldlde 'ohms den End-r rLY17&'1a4t& Romrtla Q -My ANunns AM -A for use Appouad is ilea InnDWA Owes) 1121 119", Moat Humber or Nana Product OSNrloewl f latest E11DIAl la1 Ddt InVjA 0-1,11112 HVNZ QashnI' tant MAULo 1 Drexel Metal Roofng eydem> DMC IMNS. DMC 15DSS. DMC 175S, DMC 203S. 12/112025 Yee No NIA .0/-/80 Del 5V Florida Department of Business & Professional Regulation Fags 2d4 Building Codes and Standards 3!&2023 Product Approval Application Detail Gg9t wits M pain I21U Dab Punitive 2Kt The vertical Mn,>dctm- catdBGi teummuraLisante validated Ent Validated -handled F*CAomovd Ariomvee Maws ReMsbn 20M Thermo-Tru CorpORnoo St eat Alpert. Lyndon F. Son mM1- P' E Ryon Kling. PE 04,15/2021 1Z/31 nO20 04222021 17021 36,01Appro-I Cali gory: C.tarbr Dams (NO) 843-TS28 PE134M 1813) 7G7-0585 Subcategory: 13 riong EMWIor Door Assembles kiekperson@Mermphu.a Compllmroe M'h'd. E.alkw on R'PV "" on Fond. Rag ad Axdlxed or a Licensed FIM M fLMZD4§ 6Products Prolaaaiaal Engineer �e Produce YorW. N,rMef av Name Rodad ONmIdIM Chl*Illy Aaamersr� Catras[ Emraflen Dal. crowd for UN Aawoved for UN 1D111mZ Odsde NVNZ Impact QaalaO Resistant PgYatua 1 e Therms -TN F IberCe..1, and Smooth Star Nominol 68d139:8&ptd.Irtpa,d&quol. OP. We 17/312028 NO Ye9 Y. WA Composit. Edge Flli gan Singie Door IlnswinplOulss'wing: X -figuration', 2 b Therma-TN Fiber -Classic and Smooth -Star Seminal 681139;88p1a;h1ped6quot. Opaque 12y31/2028 No Yes Yes NIA Compoel Edge Fmerglkes Singe Door with Edalle(s) rlrwanngaOWswng. XO. Ox or Oxa cmlgvnlbnel 5 c.Thm-tru Nber-Classlc and Smooth -Star Nominal 8&R39;8&qua, Impect&quot, Opaque IW312026 No Yes Yes NIA 4 d Therma-Tru FlberClaioc and Smoafh-&.r 5 e. Therms-lru Fiber-Clar910 and 6mooth-star 6 I. Thermo-Tru Rba-Cl-ic lord S-th-Star 7 9 therms-Tru Flber-Casale and Smooth Star 8 h Therma-Tine FiberClasslc and Smooth-&w 9 1 Theme IN Flber-Glasac and a reach-Stx 10 1 Thermo-Tru Fit-Cit ask end .9modn-Sta- 11 It. Therm-Tru FibN-Ciii and Smooth Star 12 I. '1'harma-Tru FI1,wL7asak and Smooth-ator 13 m Therms IN Frher-CasNc end Smut h-Star 14 n Thin l'N Fiber-Cn- and Smooth St., 15 oTh-Tiu Fber CA -land Smo4M-Star 10 P. Therma-Tru Fiber-Ctassk and Smooth -Star 17 q Therm.-Tru Fiber-O.,ak and Smooth -Sian Composite Edge Fiberglass Double Door with d .local Slgelkas O.-Ingroutswng, XX or OXXO amigaanwin Nmelnal e&e390 &qud.lr7pacl&quw. Opaque Congo klr Edge Fiberglaz Smile Uocr rl-MmyOilt-n. X conngud110nr Ngminal 06039,0 &qua; monsi6quol: Opaque Comp0slt9 Edge RbIoi Single Door with Sltleltosl tlnswiro"Oubvnp. XO, OX a DXO cona9a4flonal Nerninal 88.41&qud, moodLnuo. opaque Conpost a Edge Fiberglass Dauae 0- cod or wuhout Sidden (I.-rafC.1-9.. XX or OXXO -111gur tion.i Nom-1 6&039.6 &act. npedsgoot. Glazed C-Pa.d. Edge nberglaas Single Door tins Ma1O't"1Ng. X configu radom Nominal 6&239.6 &qud. lnpecn5aikol. Glazed Composite Edge Fiborgass Singe Dot mM Sld,Ihr(s) (In9wingAOutswng. XO. OX or Ox0 m cegurol knsr Nominal BBa79 A &4a: n1ped8qud. Glazed C=PoUte Edge Fibwga ss Double Door with a vmOW Skikda, 0-mogroutswng. XX or OXXO en Ag(vellon al Nominal 8&p39O dqutl. Aged&Out. Glazed Compo&Ite Edge FitiNgMN Single Door In- a/Outevir,g. X conrigurnllon) N-,..l 8&R39,0 aquet, "o6qua, Caezed Compolf, Edge Flb.r9leks Single Door with S-eiae(9) ins.nggilnwng. XO. OX or OXO oontg-tons) N-,..l n439.06qud:ynpea&quol. Glared Campeau" Edge Fiberglass Double Door r1ft or W S "horei iin-inefoulswng XX M OXXO Ttgu-etlanal Nominal 86a39.8&pus:hpactSQua. Glazed Wb d Open Composlle Edge Rberol- Single Door (nsamgiOuts'wng: X onfguratin) Nominal 69e30:8 bpJor:nnped8guol; Gains Molded Open Compost* Edge Pbeglln Ongln Door with CJeaed Mocked Open Sd.lte(s) (In-Ing/out.wN9, XO, OX or oxcio-figlntion.) Nomnal oLIC39.a &qua:lmp-i9quoi Glazed Melded Open Oamposae Edge nbsrgleae 0-ble Door with o without Glazed Molded Open BMOttea ilnwingroutsetng, XX orOXXO-figurelrons) al Nann56439,8 &N d;lmped8quot, opaoe Composite, Edge Flbwgldsa Single Uoo, On Marled Open Sidorl.-Onswlnyilul-Ing. XO, OX or OJ(O contgunWee') Nominal 4Y39:8 Aquot;lmped8qu t Opaque Compoat0 Edge Flberg-99 Dable Doe withor .Voul Gszad Model Co. Sidelitee tlnswln{VOnlawng. XX a OXXO configuralions) 12/312026 No Yas Yes NIA 1213112026 No Yes Yea NIA 127312026 No 'Yas Yes NIA 17/312026 No Yes Yes WA 12/312026 No Yee Yas WA 12f312026 No Yes Yes N/A 12/312026 No Yes Yes WA 12/312026 No Yet Yee WA 12/312026 No Yes Yas NIA 121312026 No Yes Yes NIA 12/312026 No Yes Yes NIA 12/31rO26 No Yes Yee WA 12/312026 No Its Y. WA 1213100213 No Yea Y. WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of i 10=1 Enif s or .. pda I219 and, Panda a PAW Ralf rVs Yo0 MmirEctuer Cmlacl lnWrYer & LNMdt Vaadaaed IN Widened submitted rac Aporoytl BpLr 0 taus Revision 202D PGT In dustnes Jenk Rakowski Mimi -Dade SCCO -CFR M4mt Dede BCCO -VAL 11/192020 /026rvz 1124=20 Approved C#.gory. Edenora ,, D (941 1 483-0100 (7861 315.2590 SibGa ripi Sadng Exiaior Door Aeaornbres Iroki-I Cingh-11rlet s CwnpliMixe M thodi CeniOCYloo Mao a Listing Am FLA281-R33 Pro ueta Q Wb Assuiresrt Angroved fat UN Aprroveld for Use iM= DFSItn AMA Redud N1atl.l N a hs w a n. Rdk<t Deac-dins Contact e=l,w on Dot. Ill HV Z Outside NNQ IR09 QfaK Ato al, 9 SGD-55701Larga lAssde knPoal Vinyl Sliding Oaks Door 04/142021 Yea Y.. Yes NIA July 17, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,01-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 Br SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 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 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12131/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 10/17/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 1/28/2024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 3500 HP PW FL17845,5 +70.01-75.0 psf 4/30/2026 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 1211612025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/1/2026 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 1212312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076i2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page1 03 Building Codes and Standards 1252D22 Product Approval Application Detail maw'"; .� Entity a LWA lug 2& endsng - � - Zl�! Ylttl� Manuf1r.D1ffi S4Atast Erwllawr &License Valldatad nv Fat A el Revision 2020 Thermo?ru Corpolation Stave Jaepereal Lyndon F. Schmidt. P E Ryan J. King, P.E. 07/23/2020 07/12l2020 07)2=020 10/1�3120200 Appp-ed Category' Exterior Doors (8W) 84&7628 PE-43409 (813) 767.6555 Subcategory. Sw Wing &tenor Door Ataembllas a laspxaonattarmatru,co Gorr Pittance Method Evaluation Report from a r^ F orfda Registered Arch Rect or a Licensed Florida tL Y204MR3 Pl.f-xnal Eng low Product, Saq A Product Model. Number or Name Product DatOnDtle, ou aldv Attu Mrs Approved for Use ADDrolted for Uew Contract Expiration Data In HVNZ Outside HYHZ Imp lC Rasletant De91an Progaure 1 a Therm*-Tru Fiber -Chess: and Fnnooth-Star Nominal 0&439;88quot,lmpact8quot, Opaque 12/310022 Yes Yes Yee NfA Composite Edge Flbergla9a Single Door (Inaveng/Outswng X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth Star Nominal 516439,8 &quotlmdaa&quot. Opeque 1213112022 Yee Yos as NIA Composite Edge Fiberglass Single Door Will - .O Sldeldels) Onswirtg/Outswina, XO, OX or OXO conhgurabons) -yZ3 a" 3 O. Thermal-Tru Fiber-CMseto and Smooth -Star Nlomilal 6&#39:8 &quot,lmpact&quot; Opaque 12/31/2022 Yo9 Yes Yee of -o Composite Edge Fbwglaes Double Door witil or 3• LLJ YYD1dd SMe1Mes (I nswing/Oulowing; XX or OXXO •_ wnligurabon*) p- I� 4 d Thermo-Tru Fibw-Clank, and Smboth.Slar Nominal 8&Y39,08quot,ImpaCt&quoI Opaque Cornposlta Edge Fiberglass Single Door 12/31/2022 Yes as NIA tot. j A , e dorivengtOut&wng, Xconfiguration) ' 5 e Therms-Tru Fiber Censk and Smooth. Star Nominal 8&Y39:0&quotimpecMquot. Opaque 12C3112022 Yes NIA..: w' Compos0a Edgo Fiberglas* Single Door with E, go Vf to O SMegte(s) XO, CX or OXO r` ' N .D C-4 configurations) to Oa O 8 f Therrha-Tru Fiber-Clasaic and Smooth -Star Nomnal 8&M39',0 &quot:IrrpaRBquot: Opaque 1213112022 Yos 'Yas Yas A Cccni,ail Edge Fiberglass Double Door with or W N vdaiout Sidelines (Insw nWOutswing: XX or OXXO r G 7 g Therma-Tru Fibor-CFaser and Smooth -Star configurations) Nomnal 64p39:8 &c-Llmpaa&quot Glazed 12/3112022 Yas Y>� Ves NIA O = Cempos� Edge Fibergla s Single Door O r..f (Iriswingloutsvling, X conrlgurAtionl 3 3 8 h. Therma-Tru Fiber Clank: and Smocth.Star Nominal Bill 9;8 &quotlmpatd&quot; Glazed 12/31/2022 Yes Yes Yes NIA � pal Composite Edge Flierglass Single Door vath Sidelne(a) Il mawvplOutawrng. XO. OX or OXO .d tj '� C d configurabons) R 9 I. Thermo-Tru Fiber -Classic and Smooth -star Nomnal 8&p39:88quoklrtlpad&quot Glazed 12rd1/2022 Yes Yes NIA C Compoerta Edge Fberglass Double Door with or E Without Sldelliea (Imesing/Outrving: XX or OXXO C configurations) 10 rm 1. Theo-Tru Fiber-Clil and Smooth -Star Nomnal 88#39,O8quot.lmpact&qua, Olazaed 1213IM22 Yes Yea Yes NIA A' Composite Edge Flberglaas Single Door M On rW rig/Outewitg. X configuration) M 11 k Thermo-Tru Fiber -Classic and Smooth -Star Nominal 68p39108quot,fmpact&quot, Glazed 12/9112022 Yes Vas Vas NIA Composite Edge Frberglasa Single Door with 6Melda Is) (I nt,"llwOutswing, XO, OX or OXO conhguraboml 12 I. Therma-Tru Froer.Canic and Smooth-Sar Nomhal 8 ,939'O &quot,Io,-ct8quor Glued 12131/2022 Yes Yes Yes NIA Compoe4e Edge Fiberglas* Double Door with or without Sidellues (Inswlrg/Outavnng, XX or OXXO configumbona) 13 m Therma-Tru Fiber CIA -and Snnolh-Star Nnmaral 8&039;8&qu.t,lmp.=quot Opaque 12/3112022 Yos yes Yes N/A Composite Edge FberglasA Single Door with &quot;Non lmpact&quot, SMelltill (Imrawng/Outswasg', XO. OX or OXO conBg urataa ) 14 it Them--Tru fiber -Classic and Srrnrolh-Star Nomined 63Y39,8&quotlnpact&qum.. Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fibeglass Double Door with &genet Non-Impact&quot SMelltes (InsuMrg/OUIsvAng, OXXO confquratk») 15 0. Tharma-Tru Fiber-C-ss'ic and Smooth -Star Nomnal 8&e39,0 8quot1mpacl&quot Opaque 121.31/2022 Yes Yes Year NIA Composite Edge Fiberglass Single Door oath &gtict:Non-I mpact&qum. Sdelite(s) (InsvAng/Oubwnp. XO, OX or OXO conf g uratiorls) 16 p Thertr--Tru Flbw-Claeslc and Srndoth Ste, Nominal 8&p39;0 &quotlmpectAquol. Opaque 12/31/2022 Yes Yes Y" NIA Composite Edge Fiberglass Double Doan with &quoq Nondmp ka&quot Sidelites (InwingAOdswing, OXXO config urabi 17 q. Therma•Tru Fiber -Classic and Sr000th-Star Nominal 6&a39;6&quot;Noo-Impact&quot, Opaque 12131=2 Yes Yes No NIA Composite Edge Fiberglass: Single Don, (InenvvoIng/Outewng Xconfiguration) 18 r Thelma Tru Fiber -Classic and Smooth -Star Nomnal S&039,88quo[,Non-Impaa9quot, Opaque 12131/2022 yea Yes No NIA Composite Edge Fiberglass Single Door veth Sideute(s) (Inswng/OutavAng: XO, OX or OXO eonfigurstone) 19 s. Therma.Tru Fber-Classic And Srlloolh Star Nominal S&Y39,8 &quot,Non-Impecttl Opaque 121311'2022 Yes Yes No NIA Composite Edge Fiberglass. Double Door with or "than Sidehtes Onsvnrg/0utswsng; XX or OXXO configurahons) 20 1. Therms-Tru Fiber -Classic and Smile th.SLar Nomnal 15&039;0 &quOLNon-ImpActKqua. Opaque 12/312022 Its, Yes No NIA Composite Edge Flherglass Single Door Onowang/out-Ing, X configuration) 21 u. Therrrki Tru Fiber -Classic and Smooth-S1ar Nonnel 8&p39,0 &quotNon-Impaid&quot, Opaque 1213l 2O22 Yea Yes No NIA Composite Edge Fiberglass Single Door with Met Ile (3) (l nswrng/Outswiog. XO. OX a OXO confquraboost 22 v. 7herma Tru Fiber-Gasaic and Smooth -Star Nomnal8suKB0&quotNon-Impad&quot;Opaque, 12/3112022 Yes Yes No WA Compo.Ue Edge Flbwglsm Double Door with or withoutSdelitoa(Insw1n Oulki,ving )CXa OXXO configurations) 23 w Therma-Tru Fiber -Classes and Smooth -Star Nominal 6&it39.8 &quM..Non-Impaq&quot. Glazed 1251/2022 Yes Yes No NIA Corngmana Edge Fibwglarks Single Door OnsWriglOuteving, X "'figuration) 24 x Thokma-Tru Fber-Cato-and Smooth -Star Nominal 68#59.8&quot Non-Impacl&quot, Glazed 12f3112022 Yes Yes No WA Composite Edge Fib W9n- Single Door with SMefit e) intvingfiOutsvAng; XO, OX M OXO conflguraticns) 25 y Therma-Tru Fiber Desslc and Smooth -Sat NOminal 66#39Ai3quot Non-Nnpact&quot. Glazed 12fd1/2022 Yes Yes No NIA Corposite Edge Fiberglass Double Door with or wathoin Sidelitm (I n&winglOutewing. XX a OXXO configuratlare) 28 z Thwme-Tru Fiber -Classic and Smooth -Scar Nominal 89#301,0&quot,Nomlmpact8quot; Glazsd 12I310022 Yes Yea No WA Composi ba Edge Fibe"I Single Door (1ns1v1ng1Outswing, X "ntigurati n) 27 za Therma-Tru Flber-Classic artd Smooth -Star Narinal8ttiIM I) &quOt Non-Irrpact&quot, Glazed 12/31f2022 Yea Yes No N/A Composite Edge Flbeglass Single Door with Sdehte(s) Ons.notOutswl,g XO. OX a OXO co orrs) 28 zb Therma Tru Fiber -Classic avid Smooth -Star mkil8Nomina188w39.0 &quot. Nan-Inlpad8quot; Glazed 12f3112022 Ves Yes No NIA Composite Edge Fiberglass Double Door "th or withoutSMalnes(InawfoWOuleY.ing )Xa OXXO configurations) Florida Department of Business & Professional Regulation Pave 1 at2 Building Codes and Standards W21121 Product Approval Application Detail VIM Ettav or - 292 - peep On. Pandna. 2" ... IaYI. Vwsln^ JM Contact Elahneer & Lfcana. Validated av validated Submitted Fill Alwravd ,sap-v d At�Y Ri In 2020 MI Vann- and Doors Want Stlingor Luis Re- Lansv 31- M Urkh PE 1""20 IOMWO20 1011MG20 12/15nO20 Appr-ol Category: Dderlor Doors 0171 365-3300 PE-62514 (717) 317-8454 aubCYsaoly: Slkfng Edinnor Doa A48emNle9 6Qfl.ge'*'Nr d corn compllowe MOMO43: Evaluation Report tom a Fierce RegMe2d Architect a a Licensed Florida pl.h. area Engine" FLa1e7,1247a Radrlch Quality Assurance Approved for Use ApareVed for Uat Allast 21aMn AMA Product Yowl N . er m Mama product D-diidon Cmeracl Exalntlon Iola 1, lfvHz piA.lde NVHZ aRe tin Pressure 1 SERIE6420 AL UMINUM SGO SERIES 420 ALUMINUM SGO OXO 17nlM24 No Yea NO WA 143.3A&quo1,a80&gUot NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 42o ALUMINUM SGO OX, XO. XX 121310024 No Yee No WA 969quct218o&OLKK: NON REINFORCED 3 SERIES420ALUMINUMSGD REINFORCED SEPIES 420 ALUMINUM SGD REINFORCED OXO 12n1r2024 No yak No NIA 145-3/4&quot.98&q-4 4 SERIES 420 ALUMINUM SOD REINFORCED SER IES 420 ALUMINUM WD REINFORCED OX 12nlr1024 No Yes No NIA XO. XX 96&quoI.X9G&qua: 5 SERIES 420 ALUMINUM SGD REINFORCED 3ERIES 420 ALUMINUM SOD REIN FORCED XXX 1213IM24 No Yee No N/A 1'3&Wot:a96&Wa4 Flonda Department of Business & Professional Regulation Page 1 ors Building Codes and Standards U912021 Product Approval Application Deall ,. .. , .., Wife w _ ..Rate Bala .. 129kPM3a,w • pats ivies xaslg0 11-fieclue. Callan EmMmaw&Ltcanse yelldetadEr Yaadaled Age FBCAnaaval &ggggd s1Yak Revislon 2070 Wayno- Deltas a divhioo of Overhead Doc Dwayne Kadrh John E. Scants Jolley Arneson, P.E. 10/12/2020 09292020 10232020 17m5n020 Approved Carprxetlm 13301 7143-8111 PE-5173T (904) 821 52n0 C2I Exlerlor Doge OkOmINrrJ<+•aY^e-tl.11on e subcategory: Soolonal Eztedor Door ASNmbter on Comptlance Method: Evaluation Report tom a FIMda Rep Maned Arehllact M a Licensed Floida Professional Engineer FLa9zle-*M Aabsen Aaad Product Model. aarmber or Noma Product DN<rlptan Qu1Yy ASMratce Cllltlaet [ oirMldl Date Ayerawerw Use A-osedM Like to MY,IZ pyIsi.dp Hil Imam Resistant 12falm Pressure 3 000OM100111200 #1105 96039. Me. Yoh 148.036,, Mar h,l dst Chang 12131/2023 No Y" Yes •31 001' 35. DO a sill" in ton Min lelmedlMe section t0 BOOO/Bt0016200 p1123 1g&P39. Max width 14&#3t task height. Gluing 121310023 No Yes Yes •30,001-33.50 ry top m int14&43 Ye 11 d000/&100A8200 Yi 124 80351e M 10&Y39. Max wlat114&t79 Max hNOM Olozinp *% h e4o 12/512027 NO Yes 7!9 r34101J030 eveilow. In top M ion,m edNte eechon Florida Department of Business & Professional Regulation Page I oft Building Codas and Standards In2021 Product Approval Application Detail • ', ,.o , , us All 1 V Date Pandlm Aeta 1y�ia on dtltr VandManufacture at pttrtn4er I Lkerlse Validated IN YANAltd .4fb0Lttarl FSC Abaigsal �d KIWI! Rev9lon 2020 Comes Division d AADG, Inc Tom Rki ILL LLC Troy&snort, PE 12n W2020 121012020 12212020 Wicked Category: EA.- Doms (641) 494-2013 (954) 947-0680 auUCatagary: Erletbr Ooor Canpor.m. Iom. raltayCaeraabloy co Cmmaaraua Mk= cWtelceti" Mark or Listing FLY116374ta Reston m Ouaav Asaurarts. Aperoytd fwyyp Anigvadfor UN (nsunact Deslat Asag Romud MotlaL Malin- a Noma Product DeeGnwlm IJraLd E.AIfaIM Dn in NYHZ Outside NVMZ Reston Preewn 7 807, 70T, 727. 747, 757, 777, and 647 Singke end Pairs of Flush, Glazed, and Louvered ongia and pairs or 12tF3=5 Yea 'Yet Vs. N/A Dods holk v metal looks Florida Department of Business A Professionaf Regulation Pagel 02 Building Codes and Standards 1n2921 Product Approval Application Detail LF4Ia , . Q19 LU pate 81ta Dan PamIDa 2119 lopes kKAM daI111iC11E0[ LdMl�t d,n. - urrYe Vandaled !!r 1(3lmil� d1.018Ld pee AOwevd 1Agiliall .11" Rev.- 2020 MI ywndowsand Ows, anent Stlingo Atnenran Arontedual St-M U-n FiE 1Vi 72020 1111 It"20 11272020 Approved Category: W4ndows i7170A5-3300 M-Omt-Is Assoclotim i717t317.8454 subcategory: Single Hung bsitlinRrMoswd com Compllestt Method: Cs offlon Mark a Listing OuaprAnlaYto Aoafowd far UN Approved for 1114 IMRS-t 104" Aelrg amd rl wemwnan Cpdr- E Ird'as Dose In HVHZ 2ARd. NVM2 Assistant PJafagr& 2 165 SH 52kn FnMenge Frame IGiSG Single Hung t0/062023 No Yea No •60/60 Lerdnated Gass Q� N cn j U � Q �- C O O C co Oo C O 5-o W .w -0 E 2 p i� ICU -0 . = ��/6/''0� CO Q 0! Z Z W J L E z W=_ O 0- 0 � � U O L CU m Fill O L W� W Z Z Z Q ^J LL SHEET N0. PA 1.0. I I I _ —L---: I I -I F I t i t i a l l 1 ! r!l I I I _ I 111 I 11 III I'I I I 1' I I'2 In[Ul 11'11'lli'llilll1J filpilli 71 -a-0 a) Florida Department of Business 8 Professional Regulation P 9Florida Page 8 d9Department Department IN Business & Professional Regulation Page, af, Florida of Business $Professional Regulation I=,ga 1 ar, Florida Department W Business &Professional Regulation P. t Dr t ,^= _sit V Building Codes and Standards /25/2022 Building Codes and Standards 1151.021 Building Codes and Standards Irc,021 Building Codes and Standards 7n72a2} � O � r3 Product Approval Appllcadon Detail Product Approval Application Detail Product Approval Appllcetlon Detail Product Approval Application Detail L .... _ , .__.. i� W ..:-: ,.: 92"20 entity am Date Pendlno _ _ .. :�... .-. .. -.. , .. _... - .. : _. . .. .-. ....,. .. ... �. ... .. � � ...�. .. _. .. -. ...., 1. :. � -�..... - .,.. � Tore Yerelo" M66yliglY[!L Engineer & Llnnw Validated ev yaHOewg FBC Aobroval 9pp�Yffi st6tua Type �^ Manuraraurr dstln a Craagt Eixdr,•aB Lkrr• v:u,w•e Bu salt BIiE Door raa,dla Eye VrW.tad entry FEIC AppfovW /�� 91atua g.44£ 1yg•yrsbn ECiItiL1E Contact d,ak,•x6Lkeme 2 9, Dr• Pend- 20 � Erdty or BY! g1u Datt�iums J2yE � (t Revision 2020 Theema•Tru Corporation Po Steve Jos drawl Lyndon Schmidt, PE Ryan KI P.E P Y Y King, 1010'772021 09/18/2021 10113202t t2J15202t Approved � ■ag}t�((ag Validated Ev Validated suanmed F6C Apgrovd Apg[g1ND aaoora y�, yrslon ■ � Eraon+er 8lkense VeEdr•d aY FBC Aaawr �-d iris M/ •^ 1✓J � Category: Eaterbf Doors: (8=843-7628 PE 43409 (813)767-e555 Affirmation 2020 PGT Incruarles category;Windows Jena Rosagek Mom-0900 BCCO- CER Misml-Dade BCCO-VAL tB41i 485-0100 (7862315.25" 1110SM20 11/05/MW 1IM1202C Approved Rtvigon 2020 MI Wk,tldas entl[born Brent Winger American l Chkhrtral StevenM urhh PE 1WW2020 ICNOM20 iOM9/2020 Appeared Revision X20 MI W4ndavvand Dor+ a1enl Sroingr Fene+h•Ilen anti Grazing ®awnM Unch PE 10//7R021 101OW020 1022/2021 Approved •y/ Subcategory: Swinging Estero, Door Assemblies slaaprsoni®thrnlattru co Subcategory: Single Hung yoeOsakapgtmdustmesc Category: Wndoss (717)385.3300 Manulacturers Association (717)3,7-8454 Category: Windless I7171 UM-3300 Induery AlNenCa(I—feHJ ,7171317-8454 I>.V V�J Co. Trance Method, Evaluation Re from a P Florida Registered Architect Licensed Florida m Canpllaaea Method: CraCifidn Mark r Llsting o^a glbDal Compli Compliance Method! Certicollon Mark r LkW b,Nl,n gerQmsidl corn Subcategory: Flied brbmgeramhed. AAMA, t,6) -0 0 w a Professional Engineer g Ctamplirtce MMNod: Certification Medt a LN[ng O _ FLe23s-a2E Produde fLa15351AV Products FLa17a4_A.n15 Pr� t+ i` Fu. XM61-W Products Avvravad far us, 'L� P.Um gU•IEY Assurance Approwdlx Usr, AOpfowdnor Uat ll0g■'d gtsl■1 ADDrowtlfor Use Approved for Use j� O Q O Model, Number Duality Assurance ADProyed Tor tlss Expiration APProved roe Use Impact Dalian ilea p Product Yodel. Nurbr aiHama SH5500 Product CodunlDdoa na4111 119gg1goot In.MVHZ Outside HVHZ Rye lala_re Praicur• M MA RsOlrst Model. Nurbr x come p Dgg(p Conrad Eavire ion Dee 1, from Q)YLda HYHZ gagy� phr—me ft" Product Yodel, NurOr x mm Rarawt Riewigtlon Contra({fj(pjpttppp� In III OLINW HVHZ �1 salt Prassur• � O �E PrrW got or Name Product Dssullxbn Contract Date In HYHZ Outside HVHZ ReslataM Pyf psure 2 (Large Missile arpeell Vinyl Sn➢k Hvng Wonder 07)302025 yes Yes Yes NIA I NS 188 Fh and Flange Freme 73a82 Insulated Glass 07.11 4 No Yes No -551d5 1 3500 HP PW 72X60 Fin Frame 0480/1026 No Yes No .75/-75 r, CU 1 a. Themla-Tru Fiber -Classic and Smooth -Sher Nominal6&#39.8 $quothlon-li padBquot Opaque 12/3112022 No Yes No NIA 2 3500 HP PW 81x6} F. Frame OU30r2026 No Yea No ♦50/_50 O �'r�' Compaeto Edge Fiberglass -,fe Single Door (Inswing/ 0uuw,rag: confgwalpac 3 33W He PW 96.60 Fh Freme 08N82025 No Yea No .50/ 50 '^ O 2 b. Thermo-Tru Fiber-CYssr and Smooth -Stoat Nomnal to 8 l Non -In opt Opaque 1231f2022 No Yes No N/A 4 3500 HP PVV 5 350D His PLM Wa72 For, Fram, o4mims 72xS0 Finless Flame 0413OM26 No Yes No Yes .1W 55 .70(75 L _ V_, ^' 0 Edge Composite Edge bargl Singl9 Door wmI Single Do 2 W gberglaas SMelge(s) (I nrAJ r,glOutsWng; XO, OX o OXO Configurations) 0 3500 HP PW 7 MW HP PW 96.60 Finks Frame 01/30202G 9Bx72 Finkas Fame 041302028 No Yes No Awl N fie No ♦ 5A75 -W •� ��'^^ Cn ^L� ten/ .{tea /'� �^•/� 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nomnal 68#39,8 &quo;Nan.I,apaa&quot; Opaque 12)310022 No Yes No NIA ('tear W W �� H— � i.i Fiberglass Composite Edge Double Door M1th w ``^^ L without Sidelaee(Insv NIO.11-r ;XX or OXXO confngur.Uon.) — cu r, 4 d. Therm.-Tru FlberClasac and Smooh-Star Nominal 7&a39,0 &quoLNon.l,mad$quot Opaque 123W.022 No Yes No N/A G Composite Edge Fiberglass Single Door 5 9. Th ilia-Tru Fiber-Clalmor and Smooth Star (InswilgrO Nominal 79# 9,0 X ot,NoConfig-Imps) 8quotNon-Impam&quo; Opaque 1231/2022 No Yes No N/A �� r C m Composite, Edge Fiberglass Single Dow with ~� _ l0 r� Sgiside(s) (l noes rig/Outs-g: XO, OX w OXO configurations) � 9 4= 4h Oa N t 8 f. Thermai-Tru Fiber Classic and Smooth -Star Nominal 88#39.0 &quat.Non-Imtpricl&quot Opaque 12rdltM22 No Yea No NIA Florida Department rlment Of Business &Professional Regulation Pagel of1 Florida Department of Business & Professional Regulation Pagel d1 Florida Department of Business & Professional Regulation P 1.t y Commosne Edge FibPl9less Single Door Building Codes and Standards IAl'e021 Building Codes and Standards 1A2021 Building Codes and Standards 812ErE. t gnswing/Outswing; X configuration) • E 7 g. Therms-Tru Fltael-Cass c, and Smooth -Star Nomnet B&#39,0 liquot Non-Impacl8quo; Opaque 1213112022 Composite Edge Fiberglass Single Dow with No Yes No WA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail j = or, C5 adelde(s) (insnirg/Outswing; XO. OX or OXO = V :.-'. , ;.. - ... ..,. .- . : �. _' "r ...:=. .:.. :-. ., ;.:. -:::: -":. �,� '.?..r.. ...='. _ � .. :. '�'. ,.�.:.:' cor,N orations B h Therms-Tru iberCbssm an h- r uotN n- d Smoot Ste Nominal Edge . a I 8 not Opaque 12 1!2 &q ,Ciao Yes o N Composite Edge Fiberglass Douse Door with a to 9&1 � - -. 291 gat lisp Pmdta 2n -. �. _ - .. l ttlloL.a 90 2M1 Debilitation - ... 2" - cos• Etch or .. 2m �ti Dre Pene1M 2" 4 without Sidelifes (Inswi g/Oulei XX or OXXO Configurations) AM Vanilla B■U6i4ffus Contact CLIAUL9rallcatso Valldr•d au vvdagtsg BulanIft fA; Agggyal eparo A" jyya YrNon �gy�(6g CgNacl d]pallft Llsrtsa VelldYadN Validated ft6mtt FKApproval Bgggm 4Ss{la ZZA Version NanulxWrx �t Pnunxr6Lli-.n.� vaadrad eve y� ) FBC A."" Ci &, T 9 i Thernr-Tru Fiber-CMsaic and Smooth -Star Nominal 6&#39:8 &goof Non-Impad8quot Glazed 1213112D22 No Yes No NIA Affirmation 2020 PGT Industries Jena R_lskl We. Dad, SCCO-CER Miami -Dade BCCO- VAL 11195/2020 11/05W20 11MI2020 ApRIFOOld Revs. 2020 MI w dw,and Doors Brent Sitting. W. R Lanes. PE 51 even M Vmh. PE 10/06/2020 IW06=20 10119,7029 121152020 Approved ANlnnria 2020 PGT hroustrlas Jens Rosowaki Miami -Dade BCCO. CER Mlam-Dade RCCO - VAL. I14152020 11/052020 A 112020 Approved N Composke Edge Fiberglass Single Door category; MAolows (841) 488.0100 (766) 315-2590 eakgary:Wridowe (717) 365-3300 PE-62514 (717) D17-8454 Coor,poy: VAndows 19411406-0100 pa81315.2590 C (I nswingtOufawrig. X configuration) aubCalegery: Flood ke9o/nkCipiondusUiaae 8.11,Cle egory: M.Nlon, bsgtioOarQmisdcpm atbCr•sory. Mullions Iroa—Werpg6ndustrles.,IS 10 ) Therma•Tru Fiber -Classic and Smooth -Star Nominal 88039;8 8qu0t;Non•Impacl&qudt Glazed t213172022 No yes, No WA Comeallone• Maii Cauecatlon Mark eat Living oln Complim Dmiahm: Evaluation Repgd ham• CmrmBance Moi CenN.oh., Mark r Listing �n (Y Composite Edge Rt srglass Single Dow with Florida RagWorsd, achatect a a Licensed Francs Stool flits) (I mils gl0utaving:. XO, OX or OXO FLAU34M Products professional Engineer FLaXl1-R73 Pr,xluds 11 cgnflpurationsl 11 kTherma-Tru Fiber-ClassicandSmooth-Star Mammal 6&k39,8&quothlon-Impact&quotGlared 12t3l/2D22 No Yes No NIA flLIiIMt9EE1E�rd aa,ravmTeruse Aoo,ovmr,Use Impact Rim 1LW53,41a�odn.ts givilW LtiounCt Amovedfar Uae AnealedforUs, Inlaid astlm Composite Edge Fr berglass Double Door with or 2nA Product Yodel. Number a Name Produef Dexritxlon Cerxacl saturation Dab in HYHZ Outside HVHZ Realsell Perim—n 11"A Product Model. Number a NM Product Descriptor COMKl C>�,gM* s, HVMS ouWda KVHZ Roolah K Pressure Wmout SIdellt4ss. InswM lOutsW XX or OXXO ( 5 PW-"20 (Loi MIWW Implsdi vinyl Fbced Window 64/302025 Yen Yes Yes N/A 01WNv Asatr— Ammred for Use Aouravd ra Us, mDrj gum 1 hWuiens rat a Ooon ana vJlndays NurYnum Mwlbns Os7ze2025 vas vas rev ova configurations) ■age,, Preaaa YpeeL 14isrbx or won• Product looson,tial nomad Enurriul Dab In NVIIZ outside HYHZ )'jam � 12 1Therms-Tru Fiber.Classieand8mwth-Star Nominal 7&#39;0&quotNon IITpact&gIJO; Glued 12310022 No Yes No NIA 2 961 V,,Ucal Allmon— Mullah 121J72024 No Yes Yea NIA Composite Edge Fiberglass Single Door (InswinglOutswilg, X configuration) 13 rn Thelma-Tru Fiber-Classicand Smooth -Star Nomnal 7&#39O &qua:Nomlmpact&quot Glazed 12131f2022 No Yes No NIA Composite Edge Fiberglass Single Dow with SldAlll9(s) (In&W ngJOutswing" XO, OX or OXO configuradonc) 14 n. Therma-Tru Fiber -Classic and Snuoth-Star Nomnal 88#39.0&quMNon-InpaCt&quor Glazed 123112D22 No Yes No N/A Composte Edge Fiberglass Single Door D nswmg/Outcwrg, X Configuration) 15 0. Thernm.Tnu Fibor.Cresslc and Smakatt ar Nominal 8&439,0 &quot Non.impacl&quo( Glazed 12310022 No Yes No NIA Compose Edge Fiberglass Single Dow with cofgurat (n.) ng/0u6Wng; XO, OX a OXO cordigurstione) Florida Department d Business &Professional Regulation Page / of Florida Department of Business & Professional Regulation Pa g P ape2 W2 Florida Department of Business $ Rgfassional Regulation Ptgal eat. 16 p Therma-Tru Fiber -Classy. and Smooth -Sear Nominal 89#39 0 &q,aot Non-Impact&quo; Glazed 12/3112022 No Yes No WA Building Codes and Standards Iaf2021 Building Codes and Slandards 10,aa2e21 Building Codes and Standards 3172U23 Compose Edge Fiberglass Double Door with w wihout stions)l Ilrrev4rg/autaMng; xx a Oxxo conrlguratlonsl Product Approval Application Detail � � Product Approval Application Detail Product Approval Application Detail W 17 q. Tnerme Ttu Flber.CMsse and Smxath-Star Nominal 68#39;8&quot Non.lmp.,V%quot, Opaque 1231/2022 No Yes No WA ' `.. . . -. ... .. ... Ca sire Edge Fiberglass Single Door w., ith Transom sW 1 taws 1X configuration)17rMf#Itpl�1. _,. .. .- _ .. _ - ... _... � ... -,.all .1 I :: ,.. �;.. � ... .i1i<,-.r .. -, r , ,.,.. .... � _ . _ .... .., , :' ', 18 r. Therms Tru Fiber Classic and Smooth -Star Nominal 69939,88quick Non-Impact&quot Opaque 12t3112022 No Yes No NIA age& EDtiLx -- mu gal gm.em■m Jana Sm4t EMmLu "I ➢Mt Door, Pr1dro W Q991 Malty a gal a" Data Mdtn p� Composite Edge Fiberglass Single Cow with mm Vralon Manuxiurr Ceonrad Margins"&Lkat6e Validated Ow VaiMmep �.Med FaC Aaordval Aparosard ?y +L• vatlon Manua . c� omloora LJ— veered 9v Va■grlg outmoded FILC Approval AAat- ■thus No Vi Mr,uWc m contact Mtdner&Ucimr, Validated M Widatd t9 FECA",val AcamoveA it" Slasou(s) and Transom(InauAng/OutsWrg. O/XO, O/OX W OJOXO comlgumti0ns) Revislan 2020 Jame, Handle Summer PnoC. cis, Inc. Chad Dori V Andiew Tan JWn Southard P E 01IM2021 12/142D20 01.t0&r202/ ding FBC Appr, RaMren 2020 Alyde Nick Thampsan Lyndon F ""'aP E Ryan 1 K,ng. P.E. 02M 51202, 02/1srA21 02172/2021 OV13IM21 A.pprwed R-si.. 2020 GAF Michael Sikh Ra i N,emmm Jmn W KnoteMcn, PE 1211912o22 1VIT12022 12/202022 02AT12073 Approved 10 s. Thema-Tru Fiber Classic and Smooth -Star Nominal 88#39;8 &quot;Non-Impact8quot Opaque 1213IJ2022 No Yea No WA category' Panel Walls 1909154"2159 PE-81602 (352) 397-2526 eWigry: Panel Walls (330) 9a-2389 P643409 (013) 7e7-6555 Category: RoolnO (800) 769 3411 RE-59186 1954) 772 8221 Composibe Edge Fiberglass Single Dow with subcategory! sideg ChaddieroksMemash arch subcategory Snorts mhrnpamgelskla.cmn aubCregery. Asphalt Shingle, mri•h4get com Bldellte(e) (Inswing)0uthwing; XO, OX or OXO Compllance Method' Evaluation Report sour a —on CoI11Amx* Method:: Evaluation Reprt from a ConMllxwe Method; Evaluation Report from a mi continuous Head and SIII configurations) Finds Registered ArchH.Ct or a Uomi florid. Flalda Replslerad Architect or a Lloo—d Florida Florida Realalemd Ar llfrod or. Licensed Florida 20 t. Therma-Tru Fiber -Classic and Smooth -Star Normal 8&#39;0&Ctuot Non-Impact&quot Opaque 1231/2022 No Yee No N/A Prof.aelccal Enpineer praearonel Engineer Rdr,sional Engneer Composite Edge Fiberglass Single Dow with aceldess) ins"nollOubswing, XO. OX w OXO FLAN 3112,116 Product_ FILM 327245 Is FLOI9124433 Products 21 u. Therms-Tru Fiber -Classic and Smorth-Slat Cominal 6 Head and Sill tan -Ion UagAgs) Nomnal E3ge not Glazed 123112022 NonSngle No Yes No WA OUWK, Aslignowe Aebrowd for Use Ap„oyed for use Imtal � quality A•steanxe Apirs ed for U- Approved fa Us. Ion sa �'• D•• -_ Dual is Aaw M. Apaowd la ion Apwowd la Uw Im eel cartoon �— to tergl Do Conlpcasiee Edge Flberglesa Single Door with Dtffk Product Model Nurlber a Nama Prodtd 00.1pdon Caved Emil alon Date OulWcfo HVHZ InHVHZ34�1a/s iLa9511� �I Rp8•i Yodel. Number a Nr,r Product Deaaldfon CpNrxl Exaltation Dr• �j Ql6�,fjy]fj Ra•{WtF � �, Redoes Me". NIaMr a Nern ProdLid daaloUon contract Expaaclat Dr• In HVMZ OW➢Idr, NVNL gSEgU,a Sldellte(9) Qns'NnglOutawing: XO, OX w OXO 1 Complans Lop Siding fibere•mml top a6n➢ i2312023 Yes Yee WA NIA I adqud:2T&qud. Sant Vonla6oad vinyl Sant 12/312023 No Yes No NIA / WAsphah Reef Wine- forusem FBCnon-HVH2 Fbrgoo. maifrced 3-tob, I.-mald S-bband 12/19R025 No Yes WA WA Con on sus Head and Sill configurations) 2 H ,&.Pl nk Lap Siding Rw,-Doment loprdng 72/3//2023 Yea Yes N/A N/A 2 b aqud Nrence T48quot SOMt Vent o Saari Vinyl Sofa 12/312023 No Yea No WA olmal.er,s NpMdge eapheY Wiheba 22 v. Thet ma-Tru Fiber -Classic and Smoothfitar Nominal 8&#39;0&quot.Non-Impact&quot Glazed 12/3112D22 No Yes No NIA 3 c.84ud..fibd.r MAthis Betda4&d39: Got. Vent or sold Vnyl Sont 1231am No Yes No WA Composite Edge Fiberglass Single Dow with 4 d. &qua,D5&qud, Soa Venl r Said Vinyl Sons 1231/2023 No Yes No WA Sldellte(s) (Inswing/Oubwing; XO, OX ce OXO 5 e. aqud;Chartx Oak&ptaoL Ban Vent ar Solid viny, Son, t2/312023 No Yes No N/A Continuous Head and SIII configurations) 6 f. 8quot: Sup" 9pan8quas,, sotto Visitor Sold Vinyl Sont 12/312023 No Yes No NIA 23 w Therms•Tru Fiber -Classic and Sraoth-Star Nominal 6&#39;8&quw;Non-Impacl&quo; Opaque 125112022 No Yes No WA CORfeoste Edge Fiberglass Door Panels with Vented adelde(a) (In" rg/Oubaing: X2; XXX w XXXX co�gurabons) 24 xTherma-Tru Fiber-C",lasse anti Smooth -Star NOmnal8&#39;O kurotNon-Inpac%quo; Opaque 1231/2022 No Yes NO WA Composite Edge Fiberglass Door Parlela with Vented Slarifie(s) (Inswi glOuuwing: XX XXX or XXXX oonfigu thous) 25 y Therms-Tru Fiber Classic and Smooth -Star Nominal e8#39:88quot.Non-Impact8quot Glazed 12J310022 No Yes No N/A Comp�ite Edge Fiberglass Door Pawlswoll Vented Sideute(al gnswing/Outswulg: XX: XXXor XXXX Florida Department of Business & Professional Regulation Page 102 Florida Department of Business & Professional Regulation Page, of, Florida Department of Business & Professional Regulation Page 1 "I 26 2, Thorma-Tru Fiber -Classic and Smooth -Star mnfigurationc) Nomnal 8&039;0 &quit Non-Impact&quot Glazed 1213112022 No Yes No NIA Building Codes and Standards 7n 0/20]3 Bullring Codes and Standards IR+zo2t Building Codes and Standards I/812D71 Composite Edge Fiberglass Door Panelswith Vented SKillits(s) (Inswing/Ouhswtng. XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail corifigurations) . ., 27 za. Thelma. Tru FDer-Classlc and Smooth -Star Nominal 6&139,88iquot Non-Impacl8quot Glazed 1231r2022 No Yes No N/A to Edge I Sin h 8#390 Co Fiberglass a Door cot 3 mpoM g g .,...... , :, .,.. ...:. ,.. ... r. �. .. .. ..,> ,-' ,,:. :.. ,.. .. ' :.,. - Sklelae(s) (I nswrg/0utawing, XO. OX be OXO ... .. .. _ .. , . , .. . .. .. - - ... - : :. , .. .. configurations) QW1, PitDtiLQL Dlle fait! Da - PNldta fay. &9g1 � Rob 2" Ora P•ndnm 29, LMIR F,■liyyt Zu JUA gYEP� 128E 28 zb.Therfrra-TruFim-Clot candSmooth-Sur 14—ale&#39.8&quw,Non-Impact8quot,Glazed 12131i2022 No Yes No WA 7jlg YEiNgn Mallf�rA[M &o Etastar&Lists• Ya�t yy(�g FECAborevel 9Agt93ed it" mm VKWO MoollfKtlil[ i:o�tast d>�Iar&Licane Y4ldatedEW ilalMueg a�MIDIDtd PSCAburwal Anchotrt9 vials■ I= Version Menufarta¢ c�161 Endner6Dana• YAkId,dW y,� fg�y FBCA—,W A— alwi Compo.de Edge Fiberglass Double Door with Ravlel. 2020 TAMKD Building P,alucts LLC Kern Ed- Robrt Nkmr-in ddhn W. Knxewch, PE ga104/2022 060Xz022 Ofir•082022 10/112022 Apprond Revision 2020 L V. Thompson. Inc d. Thdmpsw, A:rcniteclura Tiny Cnrtsbnen Zachary R Priest Steven M ILI— PE 09M 1/202D 09/16mn 09222020 12M52020 Artaroyed Revision 2020 Fla da me I Products Inc. Clark Jena, James L Bucker. P E.Q Steven M urld,, PE 0_N2712020 DWUM20 t0A4/2020 12J162020 Approved 3&p380 Skittion) ea (Ins:W nglOuffiWng; OXXO Category: Floating 1417) 624-6644 PE-59100 (954) 772-6224 Metals Company(TAMCO) (613) 248-3458 PE-74021 (717) 3f 7-6454 Cragpry: Roofing (904) 781.8400 CBUCK Engnsarmg (7171 317-8454 29 zc. Thrma.Tru Fiber -Classic entl Smooth -Star configuration) 8&n) Nongna188E39;0 8q,aotNon-Impael$quo; Glazed 12/31/2022 No Yes No WA au iC n Wag ry: UndeNaymeMe k"h_edenQtemko.com R Category: °or,np sort yQganetalrocaing.con agbCet .gory: Roofing Aecesaaiev Mal art an clarkQsnmca.com PE-51212 Corrpoaito Edge Fiberglass Single Dow with 39039;0 ComlNlarxe Mehod; EvauWian Robert from a suDCNagani: Roofing Acpa•sam s that .,.an Integral Pert otthe ROCang Sy9h m Integral Part althe Rooting System Conference Method: Evalurlm Report from a Sideldes) (I nsvng/Oufavdng, XO, OX a OXO configurations) Florida Regstered Archlsiot a a Licensed Florlde Professional Engineer cpnptbnne. Method: Evalurlm Repent tome Florida Registered Architect or a LIDensad Floods 30 zd.Therms-Tru Fiber.Claesicarad Smooth -Star Nominal 8$#39,0&quot Nam-Impact&quo;Glazed 12/310022 N0 Yea No NIA Flonda Regl.t•red A,chdctoa Licmeed Flaride Professional Englnea, Composite Edge Fiberglass Double Door with flea177Z8AH AMS111 Professional Engineer 38#39.0 Skleliles(Inswilg/OuGwing. OXXO 94aIfCYA Approwdfr ue• Aggl°V°d to usa Ir�aBt diEEMlI fLa1Nt8At3 Products Configuration) i Oudw A+raanct Apgoved fa Use Abwoved ro Use Imoxt polio 31 ze. Therma-T,u FEer-Ciasvc and Smooth -Star Nominal 7&939,0 8 Nan -I quo; mpact8quo;Shaker 1231i2022 No Yes No NIA ANA Product M,d,L Nurbr a Name Product Deacrlaided contract Freirrim Dale IIl(�, Resistant lormur. Asprovedforu•• Aoo.d rWuu �� IMM PAN= ANA Prodret Made. Moiler a Naar Product Dwalalon C,mrxh Eepeadom Data an NVtii Melinda HVHZ R!siat_nt Pleasure Series Composite Edge Glazed Fiberglass Single I TAMKD Root Undemeyments (HVHZ) Roof und.d. ymmts for ,fie n PSC HVHz 01WO 2025 Yee No NIA WA SeaN Product YvdaL Ntanbr w Name Pro" D•acriWon contract Emirrim Dais In HYtg Worth HVHZ f d,t,, f� 3 3 - FLAMCO Squot;RV 10 Rdg• V-S Wot: Alumram Ridge VMte bat pibhed emit fnMlcated 12/312024 No Yes No NIA Door Math or wthout 1 &#382 adellte(a) jurisdictions 1 TA CO, Flat Top Od-R,dga Vent xth B.Ne for Tie 26 ga..I.W roof venom cosh beef. 09/092cm Yes Yea N/A NIA Mom 0 025' Aluminum (I nsvwng/Outsweg X, OX XO w OXO conftguramons) 2 TAMKO Root Undersyments(NON-HVFQ) Roofundmikymenls for we In FBC pan-HVHZ_ OM12026 No Yes NIA NIA 2 TAMCD Gooseneck Vent 269ot OBf0g2026 No Yes N/A 10J-625 iutled.fions. 3 TAMCD Ofl-Ridge Rod Vent wan some 269a. reticreal vmtYWr wyh integrated dame 091092020 Yes Yes N. NIA 4 TAMCO Round Top Off-RWge Vent with Salto for Tito 26 go static roof vantletw with belle OWM026 Yes Y. P41A WA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation page 1 r1 Florida Department of Business & Professional Regulation Page 1 a3 Florida Department of Business & Professional Regulation Page 1 of1 Building Codes and Standards ,/7R021 Building Codes and Standards I/n2D21 Building Codes and Standards 3a 021 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PP PP Wit:..: _. ,,,. v . ;. i,: . „ _1. Mgty or DlA_e gala faYibD■Ilg Alt fans P-filly w JidE :iEt➢ Dow Penalu m6E Si■I! GIDl1Y9f �04 isyB Dole P•n®w gocma FL#6269-R91 1ygE Version, M,16ffi1aE Carl Enang9r 6.' Validated av y�qg Is bmnm Fec Aaa l $ggmyag �YS ]egg verl Manufacturer l Eildniter 6 Llcenr• YNMK d aw Vom" egg fDSP _Qy V Absorb leg 31.10 11W Ysf"I Man1�stur card c a a»" & LLcenstywlmw By LQ gygg)B94 P.DGAgargtpt 9paLgyed $YBua Revision 2020 Lomaheo Katrina Jolley James L. Buckner. P.E a— M, Urich. PE I1MI2020 111232020 I12Br2020 ding FEC Alain Revision 2020 cartel Roaring Anderson Rob, IAPMO LIMIT— Evautiuon GeryW. Welker 11/032020 11N212020 11/05/2020 Approved Revision 2020 Global Pmbckm P,.duds, LLC. 71m Robinson Walter A. Tlirt Jr, PE Jahn W Knezevlch, PE O81 6M20 OSM812020 10111WO20 12/151202D Approved CD Code Ent l y or D= � M Dal status Category: Roar ( Sol a 903-0183 PE-31242 O17b 317-8454 category: R-Onp (Dal) 3DO4091 Services LLC. (2051 054 0160 CWagwy: Shuman (9541689-7545 PE 44137 t9547 772.6224 ry� Version Manufacturer Contact _Engineer & Validated By Validated Submitted Pendlna Approved Approved subcategory: Roofing Accessories that re an Pen a eli yp —am,. crn SubCrtyory Radlnp Teas mabnAnderion0borW co o bCr•gory: Btrm Panels tlm.roMson@�pentco Revision 2020 POLYGLASS USA MauryAlperL License John 101261202010122J2020 FBC 12JI512020 IMepr.1 births Raaing System Compllaac•MMhod: Evaluation Repbrltoms CDmpprnea Method' Evaluation Report hem a Product Evaluation Entity Compliance reserved Evo4Wim Report inn a m Category: Roofing S9542331330$malpert@poIyglasS Corn Robert Nieminert KnezevichPE Approval FlmdeRegitrdA,cKMIWBLlcen,ednwr Florida Registered Ardsla:t re Licensed Florid Phaf—aialEn gear Subcategory: PE-59168 (954) 772.6224 11/01/2020 Prof—ei Enomsr fL 7E4S-R12 PrpdrrtaUnd MY1 rn FlY1T202Ate PrddlNt DLgRy Asouranv Approved fa Use Agar lived lop UN (moot �drou P Compliance e M COmpilanClMethtxl: cakartyA.-- ApprovedWUse AppeowoforUsa Imo f Ceslon zwk 16 Romtl li ft NIUMx a w— Serony-Shake Sete County Slate. Spar Old English godsial byyjpggp contrail Eaosalign DWa, Flat Profit Denver, CO I21312020 Iu10D8 No outside MYEZ Yea RaillalaM NIA 141a■Ua NIA 44�y9aH®B4! Ailaovedfig Mgt AoMoy*dfa'at Imell poll Evaluation Report from AL19 Product Ypd•I. Numbxr, Name $ Describe- , ter, In FPAU Outside HYIJ rhash� PJmEva Thatch &omp. Impact ilfgd' PraOnld MaaW. Niumaar a N•rM gg�,(,Chisc ego Caara Emlrrlon Dra a IJVof Waldo H �yyl� F�lgn a Florida Registered 1 Deck -Air"' DX4 o TRI-Bulk Deck-Ar DA-4 Low Plone, pUypropldana %teak, Roar Vam 12/t02025 No Yes No 197 5197 5 17 Suturally 600. Sarc Shake 6amp' $Olt Shake Flat Profile . 9,ocktcn, CA 12312020 No Yee NIA NIA 1 20 Gage Galvanized Steel Storm PenelsMVF42 Corrugated Galvanized 8real Storm Panels rammed 12/312023 Yes Yea Yea NIA �s Architect or a Licensed MechankalyAttached toPlywood Dock 18 19 5azo1y60O- same, Shake BampSpot Shake Sammy 700 Shake, SMtt tamp: Sort Shake FlatProfie- Rialto, CA 12310020 Flat Profile Stockton, CA No No Yee Yea NIA WA NA NIA 7 24 Otoe Orvx,lamtl 9[eaI 9trm PanrsINHVHZ ornWbyseeks toprwid.Wine. heprdection Cornorild Galvanized Seel Storm PA-11 retained 12/312023 No Yaa Yes N/A sr,` [VE/1 Florida Professional Engineer 20 27 - S•7av700- Shake .Skt.&.mp:W06heke Tell. Cop— / a.--. - 12312020 FlatPr�le- Rialto, CA 12312020 High AaiM. Kay, TX 12312020 No No Yes Yea NIA NIA N/A NIA rndbyma3atop—idt,hurricane praecnon FL#t5259-R3'1 Products 28 V.I. Loin Prase. Katy, TX 12312020 No Yea NIA NIA U) gUal W Assurance AWroved for Use Agglj I ion Use Infighter Doi ME: Sag# Product Model, Ntmbor or Nwne Product Description Contract Esdralaa In HVHZ QUtltde HVH2 Rodman Pressure iiSL4 1 PolyglassRoofUndoodayments RooMgunderlayin is 1&212f122 No Yes WA -NIAI-6122.5 1 Poydass Roof Undedayments (HVHZ) Polyolass roof underlayments fox use in FBOlI12312023 Yes No NIA NIA M HVHZ jurisdictions 2 Potyiglaa& Roof Underlayments(nm-HVHZ) PdypaSs root Underlayments. for use In 12/232023 No FBC llon-HVHZ jurisdictions. Yes NIA INIferr 2.5 O t Polyglasea Roof Undarlayments Pdyglaee for in FaC12/23i2023 Yes, No N/A NIA Florida Department of Business &Professional Regulation P•qe 1 d , Florida Department of Business &Professional Regulation Pepe 1 ai Florida Department of Business & Professional Regulation Page 1 al L_ (HVHZ) roof underloymems hies HVHZ Building Codes and Standards 1/z520Z2 Building Codes and Standards 161202 Building Codas and Standards in12021 jurlsdicaons a- 2 Pdyglase Raoi Undadaymenta (nmiiVHL Poygleaa roof undrlaymerts iwusen 12/23f'2023 No FBC non+iVHZ pnsdkt ems. Yee WA +N7A7-822.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail o i Polygram Roca Underlayments(HVHZ) Pdyglessrod underlsyments fw use in F8C 12/232023 Yee HVd fins, HZ AS Ica No N/A NIA 0 Li � ... .. -... -. _. , .. " , I . � � � j ,� . ­1 :1 � � � : �'.". ' ,: �.,� , " :�. " �', 1 '­.i' ' : ; , 1:11 - • 2 Poygleea Rd,7f UnderFiyments (pan-HVHZ1 Pdyglese rod undrlayments. iw use n 1?1232023 No Yee N/A +NlAA622.5 QM , , - Entity or - , P= pgg, Date Pend Ina = gags , Coolly or 2& pat DMe Pend4g p� ll� , �' ggga . .. , Mrtlty 291 Data hnd a 20 FBC non4AVHZ jurisdictions. ryg!Version Manufacturer COMetL Engineer Validated By Validated FBC APdroVal ApgNy4f StAWs ]ygE yavla3 MMu�cpinr. cannel trans s Livmse f6yitlElad.@c yyg(yyg Bllgmdtag FBC Auar4awl 9ggLeylld BtYgE 7yal v.ylon Manufacturer w LgOiEgL Enrn•r a, License Vbg(a(ed By Pat la y)� vial-4ag FBC AboroyW chi Apgg)■g il■Y! L. _ 1 Polyglase Roof Undertayments (HVHZ) Polyglase roar underleyments for use in FSCIM 2023 Yes No NIA NIA Revision 2D20 All American Shuders and Glass Mike Barbieri Frank L Bennardo, P.E Troy Bishop. P-E 1012612020 IOA512020 11/(YI2020 1211 S2020 Approved R-son 2020 Alpm; Stuart Lewis ICC Evaklatlon Service, LLC Waum M. Renforl. PE 10/31120WO 1002/2020 11AW020 11 N5/2o 20 Approved R.".n 20M Commercial Concrete Products Inc. Robert Grills Samuel A Greenberg John Hoy 12M G2020 12AW2020 12129,2020 ding FBC Appn HVHZ )urilsdidit7ns, Cat Shutters egrxy: (561)712-9882 PE-DO46649 (954)947-08W Cal akuduec Compliments egrY' e^iPon (321)710-3377 f407)6B1-19/7 Category: k813b PE-S4215 f35z1186 5311 2 Pdyplasa Roof Unokvkyments(non-HVHZ) Pdydssa tool undedaymoknts.fa uses 12/23I2023 No Yes WA +NIA!-622.5 Subcategory Storm Panels mikebUalNuTlericanahtJeo atbCr+gorv: rrua. Ratx skllis@a¢ine,vcan ry. ProalCahponeMs SubCrrypry: Products Introduced ass R•suk of arget'07 precasgroQyanoo.ern FBC nw4M1VHZ juri ediciane. Compliance Method: Evaluatkxn Report horn a Florida Florida rs con C.nberice Method Evalur km Report son, a P o lucl Evs4etidn Enay No. Technology !shed r.r•.r V Registered Architect or a L based Pr f—ior al Engraver Conniall a Evaluation Repairs ha^ e Flalda RegKbn l ArOoM a a U—sad F leach FLMI9MJ.R7 Redacts Professional Engine•, O tuaZ MBAPlO9" �(y ,� Anrowd fall Use AnorovW rat Use, LMWA g,,(pp i Qualm Assurance Approved far lJse Approved for Uae Impact 122" Ill Radtsl_MgQ41. Number or Name I1'QW DeecratiOD Conrad exalrol Doe In HY17& (Nnrdo HYNZ &lyMIW Pressure FIPl7H-Rl Product• 8„ergs) Product Model, Number Or Name ProductDeeCrlptbn contract E)VratlpnDate In HVHZ oinsmHVHz Roal, nt Pmosura 1 rrwBewApheHigher StrenpmIH8amp"8) MnalConnector Plate 12312024 Yes Yes NIA NIA g�tyAes{Eanui AloalivdforUas Aoorovadfar Us, fmgad .,Jan 1 24ga GaNanlzed Steel Siwm Panels 24g6 Galvanized Steel Storm Panels 12J3112022 Yes Yes Yes NfA 2 ITW BCOJApine Hnge Pieta Metal Connector Rate 1231/2024 TO Yes N/A WA 3112" Product Medal. Number or time ILOOS DisULMU CaNrx, Emarlal DMe grj M OntWde HVHZ I n[ ergssvrg 8 ITVJ BCOMilpme Trukn Metal Camisole, Rai ,23112024 Yes Yea N/A N/A I OUWry Procter Cr Commardel Concrete PoKud. Precos and Ploaf e—cl Cr,aee LlMala 05/252D24 No Yes N/A NIA ^ 1 4 ITW BCOLVpIne Wave Motor Connector Rote 121310024 Yea Yea NIA WA W `M U m � Q 0— Florida Department of Business & Professional Regulation page2 WX Florida Department of Business & Professional Regulation P.O., r/ Florida Department of Business & Professional Regulation Pigs 1 of Building Codes and Standards &,N� Building Codes and Standards r142021 Building Codes and Standards "2w2ul Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail dlb_ ,. :: . ,, � _ _: , '. _.- , ,.: ,.. _' , or, ,. ',... a : ,_ -. c` ,-I F'' :. WooMthnd ._'l. ..; .. JA`, .,.:'::. .: ". ,, 5:. ;... ; Se4g1 .- .0 P.OiDC.QC pJl! �[! DYe Pmdra i�E :. .. Cords ..,., .. ......c,;.,i... .. ,,,. : .,h= ,. CnlMvgl , ..... .. .. � g�a DTI! pillEFBQIID 1$t S¢yy, , � .. .Entity pat .. .: .. � � Jffi! BrtP Data Pmdkia ...: �(y ... 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W 11mmI 910V Ora MW Vryl 24wl roSFd )r am" 00M aw (1r 1821 O4nW7 NO Ya rb +3" 4 Bwne. 1a1 a E—pwa «Male ald1M Mm Door YW Brehm Pawl Fuwd'D• Door 0TMW44 47-19*x Oel1e/MS7 No Yw Nb .26•26 66-1A'� (D E z W o L Q O L U r1 � O (n U M =:3 Q O L w� Q ZJ Z Q SHEET NO. July 17, 2023 PA 1.2 I I 1 r 'r..r _i.- I I I I i. I 1 1111�. 'il :-a 1" I 19 _ 1_ ° a! Il- II I I UI if I I Isr 1-lr'll 1 S_011i •1 r n ,r � •t♦ I I ei' I Simpson Strong -Tie 2020 FBC Approved Products Updated 12301'2021) M"Mr, N Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020 may Simpson Strong -Tie 2020 FBC Approved Products Updated QrJ02020 om For direct Inks to all SST rovals fisted bddvl CLICK HERE. app For direct In to all T approvals asked below. C L ICK HER E. Inks SS ._ For direct Ink to all SST royals listed below C CK H air s _roduct.load FIX Elect Inks to all SST approvals N below C LICK HERE. FIX additional Inrafrllebon regarding Florida's Statewide Product Approval System and Mewl -Dade County NMICe a Acceptance (NOA). CLICK HERE. +For additional information regarding Florida's StalevAtle ProWel Approval System and Mewl -Dade County Nate rX Acceptance (NOA), CLICK HERE. regarding For additional Infamatlon regerdnq Florida's Stelewltle PraaJel Approval System end Meml-Ueda County Notice W Acceptance (NOA). CLICKMEN regarding Statewide For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Nalco of Acceptance (NOP), cucK HERE FLN235&R7 FL#l0446-R6 FL#10436-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1- 518' to 3- 9/16" and heights ranging from 4.5116" to 11" Concealed flange jai Product Model. Number or Name Product Description A2" Product Model. Number or Name Product Description §Mg Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or 1 Titan Stainless Steel Concrete & Masonry Screw (T7N-55) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34. A35, A44 Angles 1 ST, BTS. BTH Brick Ties greater than 3-9/16" 2 APA21 APA4, APA6, APVA21. APVA4. APVAB Outdoor Accents Angles 2 CMS712, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" o 3- 3 APS44, APB44R, APVB68, APB66R, APBW. APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16" FL#9S89-R6 APVB44R, APV886. APVB66R, APV888, APVB88R, APVB1010, APVB101OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.83SDS, LGU5 25-SDS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-8, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Se° # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H7, 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, SD10112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APLS, APT4, APT8, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown W" and heights ranging from 3" to 10-15l16" 3 SD91125S, SD92125S Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH2101 APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.eZ-SDS, MG1.16.25-SDS, MG1.15.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614. SDCF22700, SDCF22858, SDCF221014, Strong-DrNe SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSS2-2-SDS34 HSS2-3-SDS3. HSS4-SDS3 Heavy Stud Shoe 18 MIU senes hangers Face -mount hangers available in widths ranging from 1.9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3 HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15116'to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16• HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS26 Face -mount hangers SDCP221100 SDCP221134 SDCP271400 11 DJT14 Deck Jost Te 13 HTSQ18KTZ HT5020KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series Skewed face mounth hangers ova Woein widths ranging rigfrom1- 6 SDHR27400. SDHR27614, SOHR31400, SDHR31614 Strong-DrNe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/1&' and heights ranging from 31116" o 13-3/4". 7 SDS25112 S13625134, SOS25200, SDS25212, SDS2530D, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4 FC6 Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Sbaght Straps Concealed flange version (SURC, SULC) available tot all double SDS25500. SDS25600, SOS256M 14 FWANZ Foundation Wall Angles 16 LST149, LS1173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SOS25200SS, SDS25212SS, SOS2530OSS SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1.9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drove SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H81 H10A-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11.114" ti 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Toclawn 18 HH4, HHB Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FLUI 0667-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28.. MSTC40, MSTC52. MSTC66, MSTC78 Straight Straps Sea g Product Model. Number or Name Product Descrlotlon 21 LCE4 Post Cap 23 MSTC48B3, MS71*06683 Pre -Bent Straps Se° X Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATULD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights tangling from 7-118" to 30", 3 BP318-2, BP1I2, BP112-31 BP5/8-2, BP5/8-3. BP314, BP314-3, BMTU03-4 Bearing Plates 24 LSSJ26LZ, _5SJ20RZ, LSSJ2%.Z, LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318 CNWlt2, CNWSl8, CNW314, CNW518-1/2, CNW3/4-W Coupler Nuts 25 LSSR1 81, LSSR2 1. LSSR2 37. LSSR2 56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewoble Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD55, CTUOW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUOPT Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, M11_242, MLW, ML2W. ML21OZ Angles 29 RSP4 Stud to Plate Connector 548" and heights ranging from 7.1/4" to 24" 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SPB, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wtdths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD41B: RTUD5 RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". a TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to S. h,,✓ 9 TUW38 Take -Up Washer 31 RBC RBCP Root Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST5215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/7' 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T827, TB30 TB36, TB42, TB48 T854, TB56 TB60 Tension Bridging 6 E-GQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, R7042, RTCPZ, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1M" and heights ranging from 11-114" to 32" 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT. DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 &4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 M/8108, WEIOOC, WB126, WB120C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from I I" to 32" FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1.9118" to 7- FL#10447-115 112" and heights ranging from 8" to 30" sea ■ Product Model, Num leer or Name Product Description $gyl product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 0-715" 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Descrlption 1 CBH2.37x5.5, CBH2.37x7 63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC10/4, HOC10122 Holed -down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OHSTF series hangers Face -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDO8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9I18" and heights 718" and heights ranging from 7-1/2" to 37' 4 HDU2, HDU4 HOU5 HOU8, HOU11 HDU14 Hold-down 3 GBG Gable Brace Connector ranging from 9.1/0" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" fo 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81. HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS.. HGU5.25-SDS, HGU5,50-SDS, HGU5.62SDS, HGIJ7.00•SDS, HGU7,25- Face -mount hangers 1/8" and heights ranging from 14" to 33" B LSTHD8 LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC4Z HHRC42.2- HHRC4/1 81, HHRC44, HHRCS. 2513.25, HHRC5.3713 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT sores hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 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 purhn anchor 6 HRC1 81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718"_ 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8-to 9 PA 18. PA23, PA28, PA35, PA51. PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hangar 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5,62SDS, HHGU7 00-SOS HHGU7 25SDS. Face -mount hangers 3-9/18" and heights ranging from5-W" to 13-1/8" 10 PA118, PAI23 PAI28 PA135 Strap -style purhn anchor 8 LSU26, LSSU28.. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF HUSTF series hangers Top flange hangers available in widths ranging from 1-9/16" o 5- 11 STHD10, STHDI ORJ Strap -style hold -dawn 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28.2. HHUS210.2. HHUS46, HHUS48, HHUS410. HHUS5.50110 Face -mount hangers 112" and heights ranging from 3-7/16-to 15" Concealed flange 12 STHD14 STHD14RJ Step -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7. 25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2; THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422 THA426 THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3I4" to 15-3I4". 16 HWP series hangers Top flange hangers available in widths ranging from 1 -9115" to 7- 12 THA11.81122, THAl2.06f22, THAl2.1122, THAI222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for Worsts Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 Skswed Truss Hanger double 2X and 4X models', only acute flange Is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26. LTHJA26, LTHMA Multiple Truss Hangers 8 HTLI HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-318" to 37'. 15 THJM2.4-SDS3, THJM2-5-SDS3, THJU28, THJU26-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 1.9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.1/4" Concealed flange 5/8" and heights ranging from 9-1/8" to 16". 17 VPA2. VPA25. VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1 9118" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.318"to7.1/4" 10 HUCQ1 81/9-SDS. HUCQ1 81f11 SDS, HUCO210-2-SDS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1.9116" and heights SDS, HUC0410-SDS, HUC0412-SDS, HUC0525KJ-SDS, HUCQ525/11SDS, HUCQ610 ranging fromg-3/18"o13-118" SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Fr7r-MoM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 �7 Simpson Strong -Tie 2020 FBC Approved Products Updated 12501-1020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1250/2020 For direct Inks to all SST approvals Ned below. CLICK HERE. For direct inks to all SST approvals Isted below CLICK HERE. For direct Inks to all SST approvals listed beivu, CLICK HERE. = For direct Inks to ell SST approvals Isfed below, LUCK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice at Acceptance (NOA), CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mania -Dade Canty Nodce of Acceptance (NOA). CLICK HERE. - For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CLICK HERE. For additional infamation regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#1148&RS 18 SILBV1.56, S/LBV1.81, S/LBV2.06, SILSV2,37, SfLBV2 56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging lrom 5.W" to 15-1/8" SILBV3.58, S/LBV3 62 VLBV4.06 S/LBV4 12, S/LSV4.28, SILBV4.76 S/LBV5 50 6 Strong -Bolt 2 (ST82, STB2.4SS, STB2-6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9/10" and heights sea x Product Model. Number or Name Product Description 19 S/LTT20, SDTT2Z, SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9 3116" to 13-118" 1 HHUS210-3, HHUS210.4 Joist Hanger 20 S/MST80, S(MST72 Straps 118 mil (10 ga) 7 Titan HD (THE-H, THD-HMG, THD-H4SS, THD-MSS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 senes hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 2 HRS6, HR58. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1 t2'. 3 HU00210.2-SDS, HU00210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP, TSP Slud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 series hangers Top flange hangers available n widths ranging from 5-1/4" to 6- 4 TMGB2, THG83, THGBFi2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stemless steel 7/8" and heights ranging from 9" to 32-1/7' 5 THGQ2-SDS3, THGQ3-SDS4 S. TH(3QH2-SDS3, THGQH3-SDS4 5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HO Threaded Rod Coupler fa concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" fro 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD&37158RH. TH037212RH, Titan HO Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THE) 10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1l8" FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector - 28 WP aeries hangers Top flange hangers available in widths ranging from 1.9116" to 7- S� Prod ud Model. Number or Name Product Description Seo # Product Model. Number or Name Product Description FL#16230-R6 1/8" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 62-SDSHDG, CCQM4-62-SDSHDG, CCQM5.50-SDSHDG. CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4 82 SDSG CCTOMS SO-SDSG, CCCONI3 62-SDSG CCCQM4 62-SDSG, aQda Product Model. Number or Name Product Description 3 H16, HISS, H18-2. H18-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#11 §0-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT. ECCLLQMD3 62G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL18, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD6 50G-KT. ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry cjWKT, Product Model. Number or Name Produd Description 6 HGAM10, HMO Masonry retrofit connectors ECCI.RQMD5 5OG-KT 4 Stron Bok 2 ST62 9 (• ) Strong -Bolt Bolt 2 Wed Anchor for masonry 9 9e Y 1 ABA44. ABA44R. ABA46, ABA46R. ABA66. ABA86R Adjustable Post Base 7 HHETAI6. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25 HGUM5.50, HGUM7.00, HGU W 25, HGUM9 00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ASU40R, ABU5-5 ABU5-6, ABU65, ABU66 ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3. L.GUM2&A, LGUM28-2, LGUM28.3, LGUM28-4. LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS. THD-H6SS, THD-CSBSS) Titan HD Heavy -Duty ScrawAnchor or concrete available in 304 ASUSBR, ABU1010 ABU101OR. ABU1212, ABU1212R 9 I TA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46. LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel wth 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ. ABW667, ABW66RZ ABWI-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, MEFA40 Embedded Truss Anchor 5 MBHA3.12/9 25, MBHA3.1211125, MBHA3.5W 25, MBHA3 5619.25, MBHA3 56111-25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, AGO, AC6R, ACES post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111 88, MBHA3-5614. MBHA3.56116, MBHA3 50MB MBHA5.50r7.25. 7 Titan Turbo (TNT) Than Turbo Screw Anchor for concrete or masonry 5 BC4, BC46. BC4R. BC6. BC6R. BC8. BCS2-2/4. BCS2-3I6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019 25, MBHA5 50111 25, MBHA5 50I11 88 MBHAS 50114, MBHA5 5011 B, 6 CB44, C848, CW. CB66, C1388 Embedded Column Base M13HA5S0118 7 C85Q44-SDS2. CBSQ46-SDS2, CBSQ86-SDS2. C69088-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56l11.88. MBHU3.56114, MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC. ECCU Series Bolted column caps with W1 ranging from 3-14"to 9.112" and FL#11496-RS MBHU3 56118, MBHU5.6019.25, MBHU5. 5(1/11 25. MBHU5.50/11 88 MBH U5.50114, W2 ranging from 3-5/8" to 7.1/2" MBHU5 50118, MBHU5 50118 sea x Product Model. Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SOS2.5 Series Screwed column raps with W1 ranging from 3.1/4" to 9-112" and 3r4fd $ Product Model. Number or Neme Product Description 1 X34B101O.5K, X1 S1016, XI S1018.4K, XQ1 S1016, XQ1 B10164K 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/8" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CM88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13975-RG 2 XL0114T1224, XLQ11481224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 1103B, HD58, HD7B, HD90 Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sep # Product Model. Number or Name Product Description 3 XM0114S1724, XMQ11481224-2K #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCW6 Embedded Column Base 5 LTT19, LTT20B, LTT13l Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458, SOW22500, SOW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDVV22OU 4 XQ114S1224, XQ114B1224.2.5K. XI 14S1224, X0112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with !Kit 15 MP844Z, MPB66Z, MPB88Z Moment Post Base 2 SOWC15450, SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, P644R, PB46, PB66, P806R Embedded Post Base FL#13629-RS 3 SDWH10300DB, SDWH194OODB, 5DWH164=132, SDWH19800DB, SDWH191OOODS Sarong -Drive SDWH TIMBER-HEXSerew 5 XU34S1016, XU34B1016-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws wth 17 PBS44A, PB.SW PBS65 Embedded Post Base 4 SDWH274ODG, SDWH275OOG, SDWH270DDG, SDWH271000G. SDWH271200G Strong-DIrveSDWH TIMBER -HEX HDG Screw #1 Drili Point 18 PBV6. PBV10 Round Post Base Sea # Product Modal. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 P044-16. PC46-18, PC48-16. PC64 18, PU58-16 EPC44-16 EPC46-16, EPC48-16, Post Cap t SB518x24, SB7/8x24, SBlx30 SB Anchor Bolls 6 SOWS19800, SDWS19712, SDVv522400,SDWS22500 SDWS22512, SDWS22800. Strong -Dive SOWS TIMBER Screw(Intena Grade) FPC84-16 EPCOB-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SST634, SSTB36. SSTBI OIL, SSTB20L, SSTB24L SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100 SDWS221200, SOWS221500 FLM320-RO 20 PC4Z. PC4RZ, PC 8Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCW, EPCBRZ. EPC8Z. Post Cap SSTB28L 7 SDWS223000B, SDWS22400D8 SOW=50OD8. SOWS22600D8, SOWS72800DB, Strong -Drive SOWS TIMBER Stew (Exterior G rade) EPC8RZ SDWS221000DB fig° # Product Model. Number or Name Product Description 21 PPB44-4Z PPB44-82 post Base 8 SDWS2231206B, SDVVS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. OSSCB46, DSSC846, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13672-R4 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS27800SS. Strong -Drive SOWS TIMBER SS Screw 2 F-CB43.5, FC645 5, FCB47 5. FCB49 5. FC8411 5 Bypass Framing Fixed -Clip Connector SDWS27100(7SS, SDWS27120OSS 3 FPHSD34S7018, FPHS034B1016, FPHSD348101&5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing.o-CFS Sea - Se Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10666-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Heed Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4 25, SFC6 25 S ral Framing Connector 2 HRS6. HRS8 HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4 25, LSSC6.25. SSC2.25. SSC4 25. SSC6 25 MESC2.25, MSSC4 25, MSS06 25, Steel Stud Connectors Sa° # Product Model. Num bar or Name Product Description MSTI48, MSTI60, MSTI72, S/MST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL.#15363-R3 6 RCKW3, RCKW5.5, RCKW7, 5, RCKW3S RCKW5.5S Rgd Knee Wall Connector 2 FRFP Flat Rehofd Foundation Plate 4 LSTA30. LSTA30, L3T149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18: MSTA21, MSTA24 Straps 43 mil (18 ga) 7 4 5 SC 7 5 f34 SC 411 M 45 5 MSCB47 5 SCB43 5, SCB 5 B4 , SC 9 5, B 5, SCB yp g p too Bypass Framing Slide -Clip Connector 3 GH46-6. GH46-8, GH48-6, GH48.8, GH410-6. GH410-8 GH56-6, GH68-8, GH68-6, 01-168- Girder Hanger 5 LSTA9. LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115. ST2215 Straps 33 mil (20 ga) 12gl Product Model, Numberor Name Product Description 8 SCS32-5197, SCS62-5/97. SCS62-51118, SCS82 5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.2.5; SUBH3 25, MSUBH3 25 Bridging Connector 1 AS 18. AS 18S5, AS 18SB 18 ga Truss Plates 9 SCW3 25, SCWS.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GL65B, GLB5C. GLB5D, GLB7A, GL67B, GL67C, G LB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20FIS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, 381-T612. GLBT5IB, GSL.T616, GLST520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 go Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA. HGLBB, HGLBC, HGLBD Heavy Gluam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSHTBB1414 #14-14 Strong-Onve XLSH Shouldered Soft Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST8238 Straps 68 mil (14 go) Screws 8 UFP10-SD83 Universal Foundation Plate 11 MTS12. MTS18, MTS18 MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, XQ1S1214 X0181214-3 SK, X078S1224, XQ78B1224-3K, #10-16 #12-14 and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.56, SIB1.81, SB2.06, SlB2.37, S/B2.56, SIB2.68, S753.12, S163.56, S/B3.62, S154.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224; XQ114B1224-2 SK, XQ112SI224, X0112B1224-2K, X3461016-5K, Tapping Screws SIB4.12, SB4.28, S/B4.75, S185.50 XiS1016, XIS101&4K, XlS1214, XIB1214.3 5K 13 SIBA2.12/8, SIBA2.12/10. S/BA2.12/12, S1BA2.12/14, SIBA4.18/6, SIBA4.18/10. Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description S/BA4.18/12, S/BA4.18/14 1 ET HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAG, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW 100, GTH Gas-ectuated fasteners and assemblies 15 S/HD8S, S/HD88, SAAD10S. SfHD108, SM015S, SIHD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Pounder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, SIHDU6, SIHDU9, 8/HOUl1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchorfor concrete July 17 2023 f� U 0�-+ Q O Cia `V M vI U 70 .0 0 O "L O O U_ .w 70 E O Q Cn a) L_ Q, L CL CU O �� Q ,.Q .� V//J 0 3) "O 7 W o y ca rJ N vm>'c a- !V -_ yO to •� N SL CL m y ru E c v � n r_a • to > G CM to in a- C ro h 2 V L mi �e =3 Z cn 0 > L CL a 0_ Q L U O L CL 0 M m 0- F- O LCO w Q Z Z Q J a - SHEET NO. PA 1.3 MIAMI liIAMI-DADECOU.1, li- t PRODUCTCONTROL SECTION 1180�. SR`'-6 Street Room 208 DEPARTSSENTOF REGULATORY AND ECONOWC RESOURCES MER) M-mi Flonda 33175-2474 BOARDA-ND CODE A.DMINISTRAnONDIVISION T (7S6) 3I5 2500 F (786) 315-2594 NOTICE OF A C' CEPT ANCE (NOA) www.miawidade_rovreconomF PGT Industries, Inc. 1070 Technolo&- Dtive, North'-enice. FL 34275 SCOPE: This NOA is being issued wider the applicable rules and regulations goveming the use of constructionmatetials. The documentation submitted has been renewed and accepted by Miami -Dade County RER -Product ControlSection to be uwd in 1 it= Dade Coutmty and other turea4 where allowed by the Authority Havig Jurisdiction (AH,). This NOA shall not be valid after the expiration date stated below- The Miami -Dade County Product O mtrol Section (In Miami Dade County) andorthe AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurwxe purposes. If this product or material fails to perform in the accepted manner, the inatmfactures will incur the expense of such testing and the AHJ may immediately rev oke. mo di fy, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined bylfiami-Dade County Product Control Section that this product or serial fails to meet the requirements of the applicable building code_ This product is approved as describedherein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zone DESCRIPTION: Series "5570/2770" V invl Slitting Gla ss Door (Reinforced) w/wo 900 S 1350 corners-L.-M.I. APPROVAL DOCt3EF_\-'P: Drawing No.1ID-5570.0 Rev B. titled "Vmyl Sliding Glass Door NOA (L1vij'.. streets 1 through 21 of 21. prepared by manufacturer, dated 1 Or05j 15 and last revised on 021'01,21. signed and sealed by A. Lvnn Miller. P_E_ bearing the Nl ami-Dade County Product Control R:eilsion stamp with the Notice of Acceptance number and expuution date by the Minim -Dade County Product Control Sechou 'XiissILE LmPACT RATLVG: Large and SrnallMissile Impact Resistant Limitations: 1. See table I (sheet 7) and table 2 (sheets forappheable SGD unit sizes. destgn pressures. reinforcements types. glass types. sill user (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in l I thru 16. _'. Rigid Write PVC_ Tan (Non -white) Rigid PVC and.Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requiremrnts. 3. Egress operable doors must comply with min clear width or height per FBC requirement. as applicable. 4. Pocket walls under separate approval. to be re aevwed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's, name or loge. city. state and series and followine statement: "Miami -Dude County Produc t Control Approved". noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product- TERN- HN ATION of this NOA will occur after the expuiratian date or if thete has been a revision or change in the materials, use. au&ot manufacture of the product or process.1%iisuse of this NOA as an endorsement of any product, for sales. a(t-e tisine or atn• otherpurposes shall automatic ally terminate this NOA. Failure to complywrth any section of this NOA shall be c ause for termination and removal of NOA. AD1T_RT1SF_XELXT: The NOA number preceded by the words 1,hami-Dace County. Florida and followed by the expiration date maybe displayed in ad-.wusing literature_ If anyportion of the NOAis displayed. then it shall be done in its entirety. LNSPECTTO'-4: A copy of this entireNOA shall be provided to the user by the mamdarnirer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises .& renews NOA 420-0429,05 and consists of this page 1 and e- encepages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned abmv_ The submitted documentation was ret•iew ed by Ishaq L Clrn nda. P.E. NOA No. 214205 03 CmM I11 wawEcoupw Y ExpirationDatet April14,2026 'ti� I a!�..i� Approval Date;!1larrh 25, 20.1 Pate I PGT Industries. Inc. NOTICE OF ACC'EPTANC'E: EVIDENCE SUB11ITTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Draining No_ NEED-5570.0 Rev B. titled `Vinyl Sliding Glass Door NOA ((LMY sheets I through 21 of 21. prepared by manufacturer. dated 10-0515 and last rinsed on 04,22 20, signed and sealed by A. Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test_ per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingpex FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries. Inc. representative units listed below and tented to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: FTL 7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09! 03114 FTL-20-2107,1. PGT SGD780 Akiininuamm Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alm Outsw ing C asemrment' , indow (unit 8 in proposal) FTL-20- 2107.3. PGT PW, 7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahmuaum Fixed Window (unit 10 in proposal) dated 0713 t20, all signed and sealed by Idalmis Ortega. P.E_ C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC 76 Edition (2020), dated 04,22;20, prepared by manufacturer. signed and sealed by Anthony Lynn Miller_ P.E_ 2_ Glazing complies with ASTME1300-04. -09. -12 and -16. D. QUALITY ASSVILkNCE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. 3LkTERL4.L CERMC'ATIONS 1_ Notice of Acceptance No_ 19-0305.02 issued toKurar•ay America. Inc. for their "Trosifol& I-Irraclear, Clear, and Color PVB Glass Lnterlayer•s-, expiring on OTD 24. 2. Notice of Acceptance No.17-0808.02 issued to Ktn•aray- America. Inc. for their "Sentt�-Gtast (C`tear and White) Qiss Intertavel-s", eerpgiting on 07,04��23. 3. Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Limited for their ..Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09.130:24. 4. Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and %Liter shades (Non -Alike) Rigid CeRular PVC Exterior Extrusions for Windows and Doors expiring on 1 2,29.21. ! I t Ishaq I. Chaads. P.E. Product Control Unit Supervisor NOA No. 21-0205,03 Expiration Date: April14,2026 Approval Date: March 25, 2021 E -4 PGT Industries. Inc, PGT Industries, Inc. PGT Industries, Inv. NOTICE OF ACCEPT4NC'E: EVIDENCE SUBMITTED NOTICE OF ACCEPTANNCE: EVIDENCE SL'B11ITT£D NOTICE OF AC CEPT A'vCT : EVIDENCE SIBAIITTED 1. Evidence submitted under previous N OA D. QI , AL rFY ASSI'RkNCE A. DR_kN%ETGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ 1. Iv1xwfactur&s die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 (.Submitted under :`►O4. o. 11-010'' 04) 2) Uniformm Static Air Pressure Test. per FBC. TAS 202-94 E. ALATERLAL. CERTInC ATIONS 2_ Drawing No. 30-5570.0. titled Vtavl Sliding Glass Door NOA W­, sheets 1 3) Water Resistance Test. per FBC, TAS 202-94. 1. Notice of .Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their through 21 of 21. prepared by manufachrer, dated 10:05115. with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 "White Rigid PVC Exterior Extrusions for Windows and Doors". dated 08fI3r15. 0405,r'17, signed and sealed by A_ Lynn Miller, RE. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 expiring on 09;30.19. 6) Forced Entry Test. per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limmited far their 17, TESTS diagramB. along with marked -up drawings and installation diagram ofviny'1 sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior• Esn'usians for N 1. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 by Fenestration Testing Lab, Inc.- Test Report No. FTL 85 t9, dated 11,106.4 5, signed and W'iudows and Door.', dated 12r08,16. expiring on 11'29;21. 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idalmis Ortega. P. E_ (Test report revised on 12.104115 and 0 24 I'll16) 3_ Notice of Acceptance No. IS-0528,15 issued to Vision Extrusion Limited for their •- 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 "Brown Coated (Painted or Laminated) W71ite Rigid P'-C Exterior• Extrusions for t- along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 Windows and Doors". dated 08,13/15. expiring on 09,30.' 19. H by Fenestration Testing Lab. Inc., Test Report No. FTL 8717. dated 12.1074 5, signed and 3} Water Resistance Test. per FBC, TAS 202-94. 4. Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, a sealed by Idalmis Ortega. P. E. (Test report revised on 021516 and 02,1416) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "T.A-N 3040 and Lighter Shades (Non White) Rigid PVC Exterior 2. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203494 Extrusions for Windows and Doors" dated 09;15�'16_ expiring on 0?�'04r`21. 7 2) Uniform Static Air Pressure Test: per FBC. TAS 202-94 along >� ith markedup drawings and installation diagram of vinyl sliding glass door_ prepared 5. Notice of Acceptance No.16-0712.04 issuer! to ENERGI Fenestration Solutions USA, A, 3) Water Resistance Test. per FBC. TAS 202-94_ by Fenestration Testing Lab_ Inc., Test Report No. FTL 8552. dated 12r'0415, signed and Inc. for their 'Bronze and Lighter Shades of Cap C oated Rigid PZ-C Exterior 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idahmmis Ortega, P. E. (Test report revised on 02-4 S 2016) Extrusions for Windows and Doors" dated 0945,46, expiring on 01,16,20. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No_ 16-0712,03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test. per FBC_ TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their ''W bite Rigid PVC Exterior Extrusions for Windows and Doom" dated along withmarkedup drawings and installation diagram of vinyl sliding glass door. prepared 3) Cyclic Rind Pressure Loadin.gper FBC. TAS 203-94 08110,17. expiring on 02,2$118. by Fenestration Testing; Lab, Inc.- Test Report No. FTL 8546, dated 11 06115, signed and along with nlaiied-up drawings and installation diagrams of vinyl sliding glass door. prepared 7. Test reports 1' o(s). 10-W2-792(A), 10-06-NIO527. 535753-09. per ASTME-84. sealed by Idalmis Ortega, P. E. (Test report ivised on 01, 0446 and 0111, 2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTMD 1929 and ASTI`ID-635. issued by EXOVA to V ision Extrusion for cellulosic 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 11,4940. signed and sealed by Jorge A_ Causo, P. E. (Subndned under.N'0.4 '1o.11- composite material 2) Uniform Static Air Prune Test, per FBC. TAS 202-94 010" 04) (Submitted under ,VO.4 A-& 11-01071 041 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC- TAS 202-94 S. Notice of Acceptance No_ 14-0916.11 issued to Rurmv America.. Inc_ for their 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 " Sen rr%-Glas,g' (Clear and Ulike) Intertay-er", expiring on OT'04.'1 S. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-.94 3) Water Resistance Test. per FBC, TAS 202-94_ 9. Notice of Acceptance No_16-1117.01 issued to Kura. America. Inc. for their C) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 Trosifolg I7t )clear, Clear and Color PVB Interlayer's-'. expiring on 07,08t19. along with marked -up drawings and installation diagrams ofvinyl sliding glass door. prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 by Fenestration Testing. Lab. Inc., Test Report No. FTL 8547. dated 12r04145. signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATE' -►CENTS sealed by Idalnus Ortega, P_ E. (Test report revised on 0115,16) along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared l . Statement letter of conformmmance with FBC -S1h Edition (2014) and FBC-6t' Edition 4. Test report on 1) Air Infiltration Test. per FBC'_ TAS 20244 by Fenestration Testing Lab- Inc_, Test Report No. FTL 6337 (samples A-1 thin A-5), dated (2017). issued by manufacturer. dated 0&1447. signed & sealed by Lynn Miller. P.E_ 2) Uniform Static Air• Pressure Test, per FBC. TAS 202-94 12;06.'10. signed and sealed by Jorge A_ Causo. P. E_ (.Submitted under ?1-0.4 .Vo.11- 2. Statement letter of no financial interest, dated 041817. issued by manufacturer_ signed 3) Water Resistance Test, per FBC. TAS 202-94 010':09) ik sealed by Lynn Miller- PE. 4) Large Missile Imct Test per FBC. TAS 201-94 3. Letter of lab compliance. part of the above test reports. 5) Cyclic 'R, ind Pressure Loading per FBC, TAS 203-94 C. Ca1LCT'I.ATIONS 4. RER Test Proposal No. 17-0387. dated 05;05,17. signed by Ishaq Chanda. P.E_ G}Forced Euti Y Test, per FBC. TAS 20'-91 I- Anchor verification calculations and structural analysis, complying with FBC-2014, along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared prepared by PGT. dated 12;09,15and last revised on 0'? 15'16- signed and sealed by G. OTHER by Fenestration Testing Lab, Inc.. Test Report No. FTL 8548. dated 12,'04;15, signed and Anthony L. Miller, P.E. (Sttbfuitted tinder.'"O_T .'s'o. 15-1_s10.01). 1. Notice of Acceptance No,15-1210.01. issued to PGT Industries, for their Series sealed by Idalnmis Ortega P E. (lest report revised on01;0416 and 0? 11 I b). ? Glazing complies with AST1 E-1300-09_ St* t0!27?0" -ilry l Sliding Glass Door (Reinforced) - L.3i3,". expiring onO F 14r`?1 lchaq I. C'handa, P.E. Ishaq I. Chnnda. F.E. } Ishaq L C'handa, PIE. Product Control Unit 5uperz-isor Product Control Unit Supervisor Product Control Unit Supervisor NOANO. 21 20E.03 ItiOa Na.:1-i1.r1`:[t3 + NOA No. 1-,0205.03 Expiration Date- April 14. 20:6 Expiration Date: April 14, 2026 Expiration Date: April l4, 20.6 Approval Date- XL%rch 25, 1011 Approval Date: March .a. 2011 Approval Date: '_liarch .5, 2021 E -1 E 2 E _3 CGI Windows and Doors, Inc. N OTIC E OF ACCTPT A'YC•E: EVIDENCE SUB'1fITTED E. 2~LXTERLAL, CERTIFICATIONS (continue) 5. Quanex Part Suter Suacer Standard complying with ASn-1 C5IS Thenual Conductivity 0.891 BTU -in+' hr.-#1=-°F, ASTM F 1249 IXIITR-Pass. ASTM D3985 Oxygen -Pass_ ASTNI E 2190 I.G . Durability -No Fog -Pass. (Subm hied under prmlons A'0.4 Yo.15-040'9. 05) 6, Quanex Part Dur•aseal complying with ASTM C518 Themaai Conducthrity 2.22 BTU -in' hr.-ft-'-'F, ASTM F 1249 I iIVIR-Pass. ASTM D 1434 Argon Pexnreance-Pass. ASThi E 2189 I.G. Durability -No Fog. AST11 E 546 Dew Point Development -20OF in 48 his. (SubPNltWd uuderAbA o. 15 0109,O.S). 7_ Vision Extrusions_ Ltd Parts complying with PVC-AAINIA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extnssions, Ltd. VEX-1 by AMMA Fenestration Exterior Profile Certification Program (.Submitted under N0.4 Aa IS- 0409. 05) & Vision Extrusions_ Ltd. Parts conVNing with PVC A.MsIA 303-13.. (Subm ilfed nuder AO-i N'o. 15-0109. 05) 9_ PVC _AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their `-Tau 3040 & light shade (non -white) W7rite Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 02 /04. 21. 11. Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution USA. Inc, for their series '`White Rigid PVC Exterior Estr•usions for Windows and Door-.Sespmng on 02:28 .'23 _ 12. Notice of Acceptance No- 20-0203.03 issued to Esiergi Fenestration Solution, USA. Inc. for their Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors expiring on 04i16,25. F. STATEAKNTS 1. Statement letter of conformance to FBC 7" Edition (2020), dated 04:"'21;20. issued by manufacturer. signed and sealed by Anthony Lynn ;Miller, P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 0448 20, signed and sealed by Anthony Lynn Miller. P.E. 3, Private Labeling Agreement document between PGT. dated 03:30,45 and signed by all involved parties. G. OTHERS 1_ This NOA revises N OA# 17-0420.06 (PVTw'CGI) and updates to FBC2020 (7,'Edition)_ expiring 042,1 r 21- 1 RER Test proposals 49-1155 dated 01,40.210 approved by IshagI_ Chanda_ P.E. expiring 04.•14:21. . J. Ishaq L Chanda, P.E. Product Control Unit Supenisor NOA No. 21-0205.03 Expiration Date: April 14.2026 Approval Da te: Iliarch 25, 2021 E -5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EN7 DEtiCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. AID-5570,0 Rev B. titled 'Vinyl Sliding Glass Door NOA (LNV', sheets I through '21 of 21. prepared by nmufactuner. dated 10105.15 and last revised on 02;101;21_ signed and sealed by A. Lynn Miller, P.E. Note. This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None. C. CALCULATIONS 1. None_ D. QUALITY ASSUR_k C'E 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. 1LATERIAL C ERTIFICATIONS 1_ Notice of Acceptance No_ 19-0305.02 issued to Kararay America, Inc, for their "Trosifoll Ultr•aclear, Clear, and Color PVB GLass Interlarers-, expiring on 07,08 "24_ 2. Notice of Acceptance No- 17-0808.02 issued to Kur•aray America, Inc. for their "Sentn-GlaTI (Clear and White) Glass Interlay-er•s"'. expiring on 07,'04;'23_ 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior- Extrusions for Windows and Doors". expiring on 09,30.24. -!_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-117rite) Rigid Cellular PVC Exterior Extrusions for W urdow s And Door's", expiring on 12. 19 21. F. STATE'_4IEN TS 1. Statement letter of conformance to FBC 7' Edition (2020), dated 02-0121. issued by manufacturer. signed and sealed by Anthony Lynn Miller. RE. 2. Private Labeling Agreement dated 03:08,21 between PGT Industries. Inc. and CGI Windoi s and Door Inc_. signed by Dean M. Ruark, P.E., V.P. Engineering. on behalf of both co mpanies_ G. OTHERS 1_ This NOA revises & renews NOA# 20-0429.05 (PLA wl,CGI), expiring 04i14,126_ 2. The current associated. PLA CGI file #21-0205.0L expiring 04114; 26. E -6 Ishaq 1. C•hands. P.E. Product Control Unit Supervisor NOA No, 21-0205.03 Expiration Dale: April 14.2426 Approval Date, March 25, 2021 ^W' W Cn N O W � U '=3 a) CU C:L C) c .� CU .6--1 n- to = 0 CU = 0 E.O a) � CU = U_ CU .cn Cn _0O Q N 0 C C17 Q Q r� W J C/) L z -r--� W Ca O IL Q 0 SHEET NO. PA 1.4 July 17, 2023 "Y I Id.__!! _,1. _L.._: 1 I I H^ rl l"'-11' 1!! 9 W' III III !!L If IJ.— MIAMI-DI14DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcct, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33594 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details'; sheet I "Cast ", prepared 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled -Crete 4 6" & 12 cs o SCOPE: "Cast -Crete 4', 6' & 12"Lintel ,Safe Load Tables", sheers J through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 , 6 & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables'; sheets I through 3 of 3, last revision dated 06112114,�11 �= This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both Through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on OS/19/14. 7 UJ C.revision The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on i ,a� ; Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. R. TESTS � to (AHJ). 1. Test report on,Jlexural testing on 4 ". 6" & 12 " Precast Concrete Lintels Filled and 1. None. A o_ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS I. None. C. CALCULATIONS Q N 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 1. Calculations for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236, E this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher .4. Hamun, P.E. C CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.F,. K 3 accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, . 1. None. A modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCEraig = > " this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05/29/03, 207 pages, prepared by C D. QUALITY ASSURANCE 1. By Miami -Dade Co:utty Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. q PP g Parrino, P.F.'., signed and sealed b Craig Parrino, P. `' y g 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS 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. None. Gone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12"High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter front Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. F,., 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant >� p 1. Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent 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 "Cart -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, lass revision dated March 11. 2008. B. TESTS1 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 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 C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florid and followed b P Y ty, � Y 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 I. 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 IISA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- l E-2 E-3 E-4 and E-5 as well as approval document mentioned above. �elmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. -- � elmy A. Maker, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. k Pro uct Control Section Supervisor NOA No. 20-0630.15 Pro uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 MIAMFDIAMCOUNTY J7 �Y(� �✓r I Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 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. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Mia►ni-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. 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 - 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 & settled by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 91'3, 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 January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion.for a name change. / C>ffelmy A. Makar, P.E., M.S. ClHelmy 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: 09/11/2023 Expiration Date: 09111/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E - 4 E - 5 July 17, 2023 ^W W N 7 CD O� Q O .� a =3 CU CU Fn O N = O CU U_ 0 -a O L C CU -0 ._ � C/) Q Q z z W J E Cn CIO CU 0 CL O CL Q 0 V ICU M o LCU w a N z J Z Q J 11 SHEET NO. FIA 1.5 LEPIOjtjltO ".472LU 2 /T Lk'RODUCTF++1'.ALUATION ECQ INc. TILLIT TESTING A ENGINEERING COMPANY 2.2. TEST REPORTS: --- - _ WA TT=R n ri%uT, in:, PE aCya Large missile Impact and fatigue load tests were performed under Protocols TAS IF.cnm FX. L 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads PL c AY`L„ru..KY N. D11M! 9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #98-570 dated 0911811996, PRODUCT. EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No- REPORT NO.: 20-072111.01 0219.01-09. dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, ZOOS, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, PRODUCT SUB CATEGORY: Storm Panels 2 STRUCTURAL ENGINEF,RINCa_CALCllJ,9J1QN$: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL 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 MANUFACTURER: fdlnbalP M10131 1ILP" II&II&" section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 4800 S.W. 51 Street dated 11103/08 and 03/12/15, signed and sealed by Walter A. ' illit, Jr., P E. Davie, Florida33314 1AYAMPQSE OF EVALUATION: 3 MISSILE IMPACTRESISTANCE: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and YVIND LOADS RE3ISIANSEIs: Professional Regulation. 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, been verffied for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 Product Evaluation Document No, Florida Building Code, and to verify that the product is for the purpose Intended 20-176, Maximum Anchor Spacing shalt be as indicated on sheets e, 9, 1O, 11, o on sheet 8, 9. 10 at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 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 A�N$TALLATIO�l; Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1. PRODU1EYALUATION DOCUMENT(P.AE,DA): (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Drawing No. 20-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 28 of 26 prepared by 7illeco, Inc.; signed and sealed by Welter A. (P.E.D.), drawing No, 20-178. Tlllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part VP,1s Evaluation Report. ,t01"' f,[r,, A:... N1"ti,W11111riHp, \\\,.a��R A T/(L/7Av", N,``Q�ZE . /,, 4* ,. �•• ' ✓9 Q. ,. �� : ' \CENSF ''. 'sa �\CEN,p -.r-- I�=,.,. Na 44167 i —, _ „c_—Z'�'',-At 44167 � STATE OF :'� SS�•..�.gy.. • :, O' ,•, F(0R' It).Y:��le- �4e '•,FSS/ONAOF ��'t�\.% 6355 N. W, 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - �9DF,, ;;1""�4'.(1 gal„II,IIILIu„%)E1 ,',,. F/1bl,F- ; GENFL)CY....NOTI S: P. J) a: USE THAT FIFEC'ASl SI(ME. 09 PRECAST CONCRETE PANELS. SIVCCU 1)R KIM BCAROS RE 101.14U i1N THE Oft&. -Ma m gm Id= EAISIINC WAIL, NHC;,+OHS S1MIL ME LONG EWF411 10 REACI: Ito MAIN S7RUr'TURE BEHIND SUCH PANELS ` STORM PANEL SWAIN ON EMS PRCOUCT LVK ANION DOCU.ENI (P CD) "AS B(IN VLH:TSD fOR Fowl FANU N ANCHCRAGE S­BE AS MENTIONED IN 01) ANU IN 82) KCnRO4Nff w11M THE 7020 (7m FEn1ION) OF T'H[ ROR'AA 9UIl:I1N0 :.ODE irl 7y^ IA,'Srlril:, K2GD EMIh_ SP.:CIF1C.:h lrT_.:. 035. MET-, DESCA - 1/4'41APs`ON ANCHORS. AS AMNUFACTURCE/ BY I T W BotDEA, INC . BE AS PER G sTHESE Bi11 HE VRISOICTor+INI FOR WIN WELD A,RLREQUIRED iNUFF WIl,4 BEN HST' " AND IA-) P - / 0 ANELAATE FEMKC Ifi µO FANfL HATE PLUS ANCH(NCrr N; IWIVIA(: R,REC Rr Ei fit �'ONSTRVCTDN PTtGDLIL iS FOR A OIRFCroNI FACTOR KP-O eS USING A5CE 7-16 AND SEW. NOT EACCFU IMF MAYIMUM A<O ) - ,/,`. I.SCREWS PER ND.S. UESION PRFS;ANL RADNq', INDICATED ON SHEETS I THRLI Id la, IS, 16, 19 k 20 7/16 • . 5/P' WCAD B1ISHMG, AS 0SWIRUt(D BY KI, POINT STRIP('* DOLT 6 QTCIM•Y CO N ORDER II T, I RTN FD E Np% I RW WIND a S T PNtN P 0. I-1 ABOVE CO ION, tt F DAP_ DEC ED FJ( SCE e ' YLW4uM trip E' �7 1' 1 t " NAMED ENE FM 1()f/ NIA w000 CI APCt1N ANCHORS ;SIT L AF 1 , 7 {' i 1 K 'AMC 2 fFR TACO FANEEW E FILIJ'v / R R SNNJL 13£ F)RST REDUCED O ASD ERS)GN WINO LOADS YUL t1 r M BY 05 IN T BY MTwE FB CRDEP D S try CU4PARE IHL'il W/MAY (ASD) OFSIWI FkE5SL1Pf N(:S INDICATED ON StIFF15 7 iHRU 17. I• IS 'PIt. '9 70 AND VANt14Kf Ff.MK.E ID " 21 MINm )FA INREAIIED PrmrTAAT JN Of LAG SL:IO-W, !NTC THE A000 rMMC UNP SMALL RL ' /a' NO H•READED IN 1>REFR TO IEA6'Y THAT MA:NATRS ON n+15 PET) AS TESTEG WERE NOT VIE. VA[S4C1. A J311 INCWEASI 'N .L o."fitF PCNEIRAIION INTO STNCO SRAI• RE CONSIDME) AS PART OF THE AFLJFJ E, 7HFEADFf, F*FNFTRATa STRESS FOR WIND I,O.QS WAS OQI LIVO M THnR WALTSLS r.SIENERS 5PACRIC In WOOD NAs BEEN DETEAwNFG IN KC,OROAKE WIIM ND.S 201N- C 3) YNIMUM EDIX L•ASTAWF Of LAG SCREWS. NTO WOOD SNKL OF AS 'NOICATED IN THIS ONAWTMC STORM PANE'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERI NE, IN ACC.OR:ANel WTTw SFCNAI 1626 CN n+ADML, RuSITYNG SRAI GOOF AS PER NINPoCANE ENfiN[FRR+G III TEST •C INC 'e 'DAIS 96-569. 96-5I0 • 96-T3l' AND) wNmn lV 'ENRBA N'RI OF WOUEJ L BF 5/9' ,/,' • !V 1i RFWS uSEA SON:. B! ' ,/?- LUNG NIN;YV4 FEl1ESIRAIN)N TESIPR; LAB WIC.. REPORTS r20J2 • #2126 . A; PROTOCOIS TAS 201, TAS 207 FINE, TAS 205 %=I) STUCCO DF57 AND 1• MNIMVM VON WALLS' M11, No slocce AS AiIC AS AMERICAN TEST V& Of $UURI FIORNIA REPORT /C219.0T -09. AS PEN W. 201. 19 2W ARO C 5) aF CASE 11- PRECAST STONE, OR PRECAST CONCIT7 PANEiS. STUCCO UP W'0(A] FfOARC15 , FOIINO i7N THE EAr>twr, TAS 701 ..TANfARDS. WALL. A'n:J,OA S SHALL BE LONG EN"H /0 REAC:1'1 •Hf MAw CTRNCTURE BEHIND 5L(.I'1 PANEL`. 7 NI. N1.1M1"'n, f:%TPLKONS 10 BE 0063-M N14'Y AND 1EMPER. (IFFILESS CIMERW14 M)TFD) SEC SIrr, 7 AN(J-ORACE SHALL FA. AS MENTIONED IN F- 11. C.1) I. C a) 5 r IR f' tT NEW AT ) N 1 IA ALL K211 LUM } E- C N USED l.11 SlIRE5 5HN1 HAVE .f0`�-H Kl0'• (I7) ANl"%.)ITS SrYa_ BE +NSTKICO FIN -LOWING N-1 01' THE NELYIUMFN0A:1(Rii AND KCPEC'!f ItAT 1+S ()f THE ANI.H(IN'S WNUFACTJ F I RS ♦T T R IT f + ALL SIEGE SHEET MVK PANEL-1 STW1 INYE NF U K OVAL r STEEL tint A-65! LRADE. "C MN:MU4. .-bl. a PANELS MAY ALSO RE INSTALLED HORIZW41XLI FOIICWING INSTALLATION DVNLS S,"OWN UN SEL'1101J 1 THRDI,GiI In SHEETS . G_VAN12[�) 51EE1 CCSIONPTfw W,/f1'r A65 h. (K 1C.A RULLFJ) TIROVDAI L) IxCFPT THg1 HCA0ER5(zko LWI. NOT BE VSED 5 ALL SCRt AS T T N A N I qI < CARBON 17D 8011 STEEL AS aCH 4 0 SMALL 81 t„E RESPONSBI..11 IN ')IF OONTRACTOR 10 AFN-Y THE SCItwDNES' OF THE SEFUCIURE MAIRf SHUITF/1 L5 TO ER 0 BED N LE55 >TEEL JU 0 .:+I AE 5F. E_ 0R C'iRPtiS10A R[VIFPII 't,I W/ SQ , YN10 S)AE / ANO 9LI YSI (ENSILE STRENCIf1 • SII/[.L ,t1YPly W; LC'fAM (lVIUwG (:,'HIE ATTACHED TO N9JRE PROPr. ANCHONAfS IMF, SH'UrrER "'ALL WILT f9 A7TACHIO In :FNCAM, BLfOK FAN FON OR WUrw /FAME SCf:toM 7• ).J-• 7 FA W.pINOg t. T A` A - ) T 6 rIY N GAI VArR.ED `_TELL, OR NS 30• SI NU `. S'NNl [SS STEEL Mn H s6 "N, YIN,MIIY •TIC SIIANCIH (ACT. REGULAP STC41W PANT.. RIH LCkCtI1S OWN 6 -P, TI IV S PER f7NS b E. '. Itl L IN LOWNER S Bw, AVE Al READILY T AFK:I,ORS 10 WALL ';LMIt RE As FOI Il1W5 9W k DW O[ SHE FIi 5. 6 ♦ 12 RESPECINELI. £HA,I HAVE A LEO'IPL AND REAEIW ICNSIf NA.W. NSTRUCIMG OWNER OR 7ETPWt 0 '{C-IMt[ PANELS W^IH APFI !:ABLE NENrORCEYfSR OL FIN'!: PLFwf15 DE 'IURPN:VIF WARNNG (A) 10._ 05rNL.?VwRL2_CONCREIr 11 IIIE N_rklArn2N fV1RPACIVN ly TO SEAL/!'AVLN NL •J/UTTER CUMIVDNENT LOGES WHICH REMAIN' IN CQHTINLOUS 11:1NIAC1 WIIH !.•IF 1AFN;ON ANCHORS AS MA/IUFKWku` B, I IW Plot EK, INC (MIT. t'f_1192 Pa,) THE BUILDING TO Pq[VCNI WINU/RAIN MTRI.ITJON. 1/•' IF7/8. CAL,. N .N:.FrURS, AS YANLIAMFIFT' 8� DEWALT INC (MIN I'.-3000 IF,.) I/. • , I/•' SUIJC $Et ANC.HORS. AS DISIRIBUIEC In All VC041 SCREW, MCI.' A,SPECIALTI CO 17 STORM RAND-WIKLATNJN SHALL C.OYPLY .In. $PEGS INONAIED N fK5 DRAWING Pa LIS ANY RAIPNG ANU 3ONING REGULATIONS (WTI If.3ow PF ) PROVIDED of THE .URSOICrDN WHERC PERMII IS WPLIFO I()- rl♦-1O PANT ILAt[ ![MKT IO A' PANEL WIE vll< ANr.HfARS, ,�. MANUFACTURED ACTIIRED fJ+ D.EG rpISl NIn',IIAv PWNAICR 11 (R) TITS F ,', J ETKUATIVN DOCUMENT tPI G1 PRf PAREC BY IHM [NGMLtR rCFNFA. ANTI OF"n Kill PROWut, INFUNWOUN (YIN !r.J.3s0 P­- 1;,'. !T TAP -(.RIP AW.'WFRS, A5-40A1LREI IONA 5'1[ ;Pf CA`t PP,O,1(C T, . TARIFF( Fit SITE'; ONUrnONi (kYMTE FROM THE PE:. 8' -RV _FAST CORPORATON (•':-36C0 Pn11 (L) :I)NT-Acl OR TO BE NC-RONSIBIF FOA IRE SE:ECTIU. PUKHASE AND INSI.L'-A11CN INC,ut3NC '.LIE WITY CIF THIS ,N.ow I Ali AFF %MUM fMERDMENI OF !-ON A LINTS INTO PWRED CONCAVE SNALL BE ' J/•' 2' FOR PANt,_Wlt II"[ BAS-F.L` ON Mrs PFC PACVTCKU FIE/SHE EFoLs Nei orwIr IFC#I THE CONDITIONS DVAkfl, (w imr; loCuFFENT IG ANrl PANFYK TF PLUS AND 1 t/+" '(A rF LAF'-GI1!P AM:NORS L:CM5'RUCTION SAFES AT SITE IS THE CONTRAC7r.1R'S RE]PON". 1111 • f RC - ) I TH i C 'A Alt -KK N tr ',VCFO SE� NACHO SMN.L NE ENNf UIM_U /R 'Hit C POUREr .CINC NO LM LN[NI NIC, Of C 1<J 1•,5 nPUOUCT EVALUATOR DOCUMENT WILL Of CINvSlk Rf •) M'VN.7D If Ig0111E0 STJLI'FI SNA4 BE PERMftitTl I 1' .-20 SCREWS VSEC $SANE BE 1 f/L LONG NMkIUM SKIULU 5T11CC0 f %n-. IN N A ITII Y R . I rR - H S1 ' .If 1 ' NO 1 M I4U FOR WK15 W NV STJ.`.1'0 AM1 W BE EA14.0 >r.RFW" OR K+ RFA 'aC - W U II 1 TE SP).0 IC PHrhfE S SWI. BE. P ARFb RYA f''UPo GI'T'N' N C HFC "< Nr'H 0fD RVN i/C+ 1 RCP S E F /R ARC F.. WI WILL RCCOME. IN IE.D F'JR TIFF INFECUN µD GANG W'LL RE RCSPo FOR THE O WILL N ONSACI Bill WI1H WING NUTS iNOp'AR PPOPCA USE r THE OC THE RED. ENGINEER CIF ACTING A5 A ITE E FNOINEER TC 111i. CKI o CkNATD) C-N OTT r, AJ! 5TOhL. CONCRETE PAiNL-S. PAVER+. STUCCOHTHE 0R W5TR BOARDS Fk FUURC UN 'H. ^f D RIOM1.Ek, yIE,LE SAAIAl11 rfI THIS LAfIER THE SATE SPELAII' ORANINCS FOR RL'AEW. ''CIA E SPIN WA' ORL'A':T FLOOR . TO REACH iMF 11/JN SCRUCTV4f &MIND SU(.'H HALL CIA FLOOA ANr. LAND 1`ANELS AfICFwRAC.E 4FIKL W. AS MfNnprlED IN A II AND IN Aa) (.) THIS 5>W, BEAD THE DATE KID ORgNAL FEN AW) SK.NATLINE GK Mf FESSIOM14L PANG, AS ETHA,w.0 D .. , NGI ENGINEER ' ENOa,E[R !R PCCML f1MT PPET+NiEU IT (B) IQ_Aa UEBI�GMDC&E:L L_QQ,,.JYAL_ A5T1l C-3D + r - 1/a•. IARCON ANCHORS AS AM,NLITA',1WR2) IF, , I W BLAUXI, INC ' .,Hl1TTEP MANL'TACT'-'RER•S LABEL -L,, BE LOCATED ON A READtI.I u•>IEAr LOCATION A, STORY PNIr, S'urTIR IN K&LATMNCf WITII .CCRoN 17099; F 11oRA HUKONG CODE JN( LABEL - t/I' A . )/P-'iKK. ,H AAKD,OR5 AC WN'.rrnGT.M[L Gh' L*-RKC INC' I;wN -Iylp K.a�) ,HKI A, P FLIP VIRV OFT.FIh TAR PIG i c MnY ', N N• I;.Y 1 a' SOL.10-SrT ANCHORS. AS UISTNIDVrET. W AI POINT SCREq. UOI. k %PF.r.,1;. Fr CO lM'CC f EL 0 0 W11 Sf Clq 0992 OF _ • / I.CALLA R "IDNG COOF I -1 r wA eW ., 1 'H WING S Y T /TI-IO IU KIU I'ANICNA-, PI.LIS ANf.HONS. AS MANUf Af LURE-� BY ELCO f( IIrU•. rlUn 5 DRAWING 11,11E ONLY BE USED 0 F fr01)UCtS !MN 1',-)071 V n ) 11111n11111111NM.� CAfNN KRMOS M THE SEAR OF rl.aRrDA TS NINAT( 2C,71 /1' . Cf tK-GRIP ANC>K.RS. AS 1MNUI AI;IVI(TD Ri TNtI-FAST wR'PaNA71,N "iE r> ,- "ZiF,y"♦ ��{{SA,4T, D I/ MtNWWV CMBIDMLRT U4 rAPCDN ANCNOP), ILCO PANFLWTTS KIO Cr rAP-GRIP ANCWP. INIG 114 I.ON�LkNC.' \C rLOR10A BUILDING CODE 'H1 h Vetocl Hufrlcnne Zone) Rirx. IN,' S. I, BE I 1/.-.iOTP IrLFEW INC £ 10 GAGE GA STEESTORM PANEL ED ,,MENU No.4 167 ' °"- _.__._ __ ..___ __ _ __ _____ .._-.__..__-___ 0.7) I�ALn..IN A SOLIO-SETA.NCI10RS SmALl W. FMNEW)CT) 1/8' INTO THE CONLAITE H:rx'K'RNr NO I- g _._ .. . INTO SANT) YM.I. BE PER WAI0 •;+' • 20 SCREWS l'Si0 `+HNL OF I 1 /2- !OkG MMIVV4 r«w' IxcO-`16---e-1- ; ` GLOBAL PROTECTION PRODUCTS. U.C. P)% Rpf9 ..11 �1- t %^, .NIT '' ManwN FEW wKt_ wTM NC sn/o-r 1 _: - I L E C O ' . STAi OF r - Erie SmA _ oe r mrn -- - -- GAME n ' �%, - Da ..,,#y/"?rA'"7�A-:.. ' 1:1. TRH_ . A�Ra"—I[["'w..Mo'.wpeu,: Inlaw. (...I 7a5 1. 0 .)en -en• r 20-176 < . ♦ W „_ _ f, "Pwf- on- ri.� . _'_ .�Ii '>MAIIG 'h ,PN,/IS1DNA E,),, F[K/Sv9V4PII,-- � -T. _ -T_ _ -.�.-� MLT)A R JI.. P E �+ )IIEn Df N --- Pr[ra� DUCT EYUE [IATION RFi•OWf NO, 20•i72E-01 a T/_1LTEC0 INc_ !£ MATERIAL tST CHARACTERI_CS AND SPECIFICATMM TILLIT TESTING & ENGINEERING COMPANY 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 I1t waLI'ERnrnLJr. , r.L . oluu7(�Iwi.coul JET Ey�UA110Y REPORT '11- 11KI ,h> "Vi MQD No.20-178. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 1 L...A, I -PI N. iu6119 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. REPORT NO.: 20-0727.02 7. LI Iy�TAT10NS AND CONDITION$_Qf USE: DATE: July 27, 2020 7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Parcels prepared by Tllteco, Inc. and signed and sealed by Walter A. Till, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global Protection Products, LLC 7.3. Product shall only be Installed Into poured concrete, concrete black, and 4800 S.W. 51 Street wood frame structures. Davie, Florida 33314 Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUA M& No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P,E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. \\alli1 kA,ITki"N,,` 61G20-3, Method 1D of the Florida Department of Business and �\\ _N •' • s?: ' JC€NSF''•.9 ors Professional Regulation. ti Ya 44167 ' a This product Is being Issued an Evaluation Report as described herein, and has - --- �`�__.s * been verified for compliance in accordance with the 2020 Seventh Edition of the ;, z.` r I STATE 0 F i; S Florida Building Code, and to verify that the product Is for the purpose Intended . at least equivalent to that required by the Code. Is ONAn�N` This Product Evaluation Report shall be subject to review and revision in Case of "o f/ifffllisl0ltt a Building Code change that may affect its limitations and conditions L I)^TTIILTECO An MON RECORDS 1 P. E. REPORt20 ( GLOBAL PROTECTION PRODUCTS, LLC 1 70 GAGE GALVANIZED STEEL STORM PANEL% DRWG 4 20-178 % REPORT R 2C-072&Ot 2_ZtIDENCE SUBMITTED: 2 L PRODUCT €VAU)AWN AS?CUMEST(P.E.D.). Drawing No. 201T8, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by 7ilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�E�lglWNt;¢il3J, I6 Evaluation Report. ((// ;� ti�E .,..., "" ✓p's, - it 1- ; -\LENS, `-F-s. idu.`d-1167 +_ ! -a - S'TATE OF ..Ir Al 11. X1,lir OR O ..F/ ,,";§rzs 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-I.Q,SI/'4p(38i�,801-I531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1') - 15 TOO- (TOTAL WIDTH) - - IS ,96• (TOTAL T/pTR) _ _ _ _ 12 sac' (ETFEc11W wID1N) _ 6 ,/,' - _ 6.2W" - , --I 3,50' --I.3`0'- -- 1.35D' - '.300- 1,500' f 'r, , /\. - 1 350- 0,036' WN. tNCK I-' 1.350" - _ _ ,,,,--,,,,,C ; _ ... _ _ _i••^!--+i. OY VMIIZED }TCCL `. I Y� ! �' ASTM A-f 1 .Do' f , N. )_0. ,.�DO• A GRADE so MIIeM fi "' ,�O- / 0 e9 ♦ AE A Al 9 c_eA \ b' Mw il'ICK IiCMME 41' H U.OJ EDG 5 A" ,{P 65 '�A' 26 � 7. a cAt EDGE A VAMaED SfFF1 I C1wF. - ,fry _ 2.000 A- 7.W0' Y 6 ) AST } � a 0•r J//fI•^ fYi7 ',%,( 1 TYp N`r��n � � cWAZK )O tWN6FLIM ,�' � OCTNI A.r I � N BCD �,, A. A_f , G"Nl A %,S.-"._...._ Ada 0-60 O.Lv i . 1 - - 17=/ L I.350-. - 6.750' STORM PANEL © END STORM PANEL _ 2 197' - W I 750. , !. 87 PANEIY IND IIP , ,7h' 1 a'e- .125• 1 _ 00 - .750' _ +.ash' .EO9'- I - HE7AIAr11 tDc7 )w It- w/ _-_--�---I I = '25' st sw Ie,RTID ss. srllO RNCT1.o 250-;- ti. N 1f]U' R a IS MER, Irrac, IT f0 • .I"7-, 1 N10Lf , A. DIY 1! 1 17 1 Y 0.C. / t1 , l' 1WA /' 1 /J I1 I ,'^'. t0.C6• I,p0i-•ii iiNJ" Ir , 500.. _ --f -- 1 1 --It". RI ,/Ic L_��J_ J.375' - L09}'1_ I �I 7.1�75• 1000- 1_ _tI ` 9AK 939' DJ9'/// I12,7S- DT! C750 L _- _ -I(- OCTN! I r1 1 175 Nf250' (-L 1 (- I "I,� R. 4 375.'I iY ISO --�, 1 1 _�1175' 1 - 5' 4m. - - 1. SO0• --I.500'--' /I1 �•-('��`( I i !•i°JCLL R � I ry I - W ISOMETRIC. '1IEW DETAIL A - .3P• 2 ow- ✓ 2 oaD - ROUNDCO CORNER O ENDS Or PANEL'S u,E '� END UP W/ HEMMED EDGE. 2 "h" HEADIER 3 wU" HEAD R 4 ANGLE WITH STUD 4 W�I•T�1H�IS O O O © (N.T S) MI¢U pA�SN/G'LLEE ® REVERSE STUD 1 SEE DO.SEE _ E I 1/I. 6 7/t. .774• e.3.4- m' TOP EDGE 096' S1' 0a6- - 750' - I '.380- OF PAWL .tea-. I 'aa••' - , 310' „25• - I r , , , I i-7a IFE S) TO , 1 l-"T. 1 -SS SC0 R 1/1. C0 56' S.0' I 1.107't 06}• ' 625' JIS' / , AIACLi • 17 I/)' et r `1 1 1 / 1 7f' 6 _ , 1 71' 6 I l.J I S00' �- I '•P 13 J 55// 1e'. HOLE FOR • 1 , I TMJ• ✓,� ?. I T)IS' ) 7 • •,) 50 � L-_ AT LOCATION ST00 -1 1 I- 1 1I I EVFFrf PARCI OVFJ4IM , 0B0' 1 I IM , _ n'es- ,. 2,000* .""'e_., - - - - -'n" ) 7.DUO' SO KEY HOLE WASHER _ 063 © wF" TRACK ANGLE © j/8"�CK ® FLAT PLATED _-_- _ 0.036' I- I _- _- DOA' / I1yyNTH STUD GALVANIZED STEEL I 3•4`. �, A,11/11011Ne1N WITH 1 1 _, 1 1 LD6a i :`3:- VCENSc`- �- ♦ 7 1 t- 44 6 7 - r No. 31s ,` • •"k T P _ * FLORIDA BUILDING CODE (High Velocity HIM Icons Zone) I * N O6J`_ _, _ jAAMC NICKEL ' a GE a PPANEL 1 STATE 0 ; EC °'09O ^ T0' ° c 20 GAGE GALVANIZED STEEL STORY PANEL ' " s ' ' 750' 121 _. _ te75• PLATED MNG NO �'• ' :: yty„ w Inv.. ' •COg3D-. � 2.000' © KEY k� $ I»/e9/re "' s--"- .� I+ AT PANEL %.,, r 10, \ GLOBAL PROTECTION PRODUCTS, LLC. DYI A' I E CP O IF6c uoo s. sl SAW --- .;to yMtII /.-,♦ (/4/-0 (1) 2"X7"X114" VK 1aa9 wsW- n. us" . KIERAK'NELT OS[ AIMc ,M A/cur '9 / F 'r �'� ,:� INc IAI�-c�i-ANT ALUMINUM ANGLE MOMDUnsC KA9NEA W/ ACCITI(RN1 w�! Sinn : Ilew,r� .r.- MOW "GIN -lea, IA% t1 )NO rn7 20-176 T' ! • 7/6'p3/37• •19+M (SiAMl6S Y G-OOW?le rn." „'I -" °1M'IAI,P „+ '�--�~ --` I sW /DRANRA1f,/OAT 5?ll 0. NN FT PLATrn Situ) AIL-.. I9,ft A., PIE ..A MIs) - - 91IDn ) M M PRODUC f EV:A %.CATION R"QRT NO. 26-0717_02 2 22._TEST REPORM- Large missile impact load tests were performed under SSTD 12.89 standard as per sectio n 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E•330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P,E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jacioiano, P.E. as per ASTM E-8. 2.8. STRUCTURALE GINf.EPJND.CAL C LLAT1nNs: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design windI II maximum cad, as we as ax mum anchor spacing vs. design 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 Tlltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tflllt, Jr., P.E. 3. MISSILE IMPACIRMSTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12• 89 Standard and TAS 201. 4, Y11IND_ GADS RESISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 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 as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. "���R�A!rr� P`, 10€NS ✓� - t-- =- �--_ F -TNo..44167 S rx11, STAEO�F ramI, ayF•". �A''asSI�ONIA,)01 �5.. PROD UC r EVALUATION RXrORT TO, 29-0727.01 1 5. INSTALL.ADON, Installation shall be performed strictly 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 shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20.176. 6. MATERIAL CHARASCTEJR- STLCS AND SPECIFICATIONS.; Shall be strictly in accordance with General Notes and Components indicated sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing 20.175. p P-.1Evaluation N Anchor specifications shall be as Indicated on sheet 1 of 18, of Progwrct Document(P.E.D,), drawing No.20-175. 0 711MITATION$ANQ_C NDMQ_b[$O USE V n. = M -- Ic •,o � C 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, 1 ted = CC on sheet 1 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20 n m prepared by Tllteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. CC a, Ck. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE Z E '> c as defined on section 1620.2 of the Florida Building Code. c+ 7.3. Product shall only be installed into poured concrete, concrete block, and 21 3 .°) wood frame structures. � = m Product Evaluation Report prepared by Welter A. Tifllt, Jr., P.E. (Florida License y= = - E No. 44167), President of T1Reoo. Inc. (Florida CA-0006719). 5 o _.,. . .,,. o. L3 LQ �,r`�1.LI, A:,r!�lis'a G -- i = d0d Y67 WAT1L`-��•'la' SODP D'I TILTECO ADMON RECORDS L P. E. REPORT.20 t GL09AL PAO y g' N PR CZ$, LhEAc21 GALVANIZED STEEL SEORM PANEL (DRWGR 20-175% REPORT it 20'0727.%, ♦(•'•.. QR(Q '-1.� 4 ",,`, S10-ri-- �#G LNNI� 1/4. 2/4, 3/4, 4/4. 5/5. 7/5. IW/10. 2W/I0, 3W/10, 4W/10, +6/5 5W/10, 6W/11 a 7W/11 3' MA% ANCHORS FOR CONCRETE SEE SCHEME ON SHLOS e 1 9 3' MAA 1- VN -'- - - - - ,'OR WOOL' SEE SECTN)VS ON SHEETS 10 A, itt^ Mel. --_ ._-_ - --- I.--..----.-- __ _.__- -- O O O G 044(p.1 r I D.M.. 3T 2.r 1 1 O O' I I _ _ ` -i 0= . (�), © ' _-i ._•--.. --r- r .i j- --....I ----! -,-.'- i-•-.--r .. __ ...,. _ _..-.....y i l V l I ! i i 1 I I I � I FO a . _ . , . . , . 6 I. 7 I ' Ili 1, ..-. ) I 7 t I . . '', 'RAG► ' 1 1 ' HOL I INBOLIEO PANELS I � 5,S. M PA of I W/ /9' IF 3/32 1 5.5. Y.S N(11.1 W/ 7/e' I J/Ja' (+ ',(SEE SELIIONS AS T ' WINONU S O CA. OVERLAP _ 1 MDi_fCABIC) .(SEE SECIION\ AS APPLCAHLE.) I rr F II. . I . .. .. I I -- .. . II tj I I I 1 , i i I 1 ; k 1 I .-F _ .. i - D.M. 4 - - I i (/�\)•�'��� -1 oI- of l to, I rot I,Q - 3'r�N - 1/4, 2/4. 3/4, 4/4, 5/5. 7/5. - �- - AaN tW/10. 2W/10, 3W/10, 4W/10, 6/5 SW/10, 6W/11 A 7W/11 A1xHOR$ foF, cowkvc SEE SCHEDuTi ON SHEETS 6 IF - - FOR W000 SEE. SCC710N5 ON 4HCE75 10 k 11 REOUJ,A.R STORM PANELS 1 ) A 'A ELEVATION N T.S . 67, t/.- MeI OAP 1 -�_ (MN O.iR1M -1 WHOLE VALIN _. . ...Y.. ,.. - ...... -�..111' �­­,,, V. IAAx CAP I `,`;••j,L/ I_9 O ar'ry� .` EN ' •'P $ FLORIDA BUILDING CODE High VelocityHurricane Zone No 44167 �M' .e 20 GAGE GALVANIZED STEEL STORM PANEL N w ��/�T�/�N -7RA,T1 'qq, •� Inc,GLOBAL PROTECTION PRODUCTS, U.C.0DAn N 15 %yryO. ATE P ' � T 1, / IL L NW O \ ,ePo s. 6, )!ten • CWe�RPW C~ D+,I[. FL =I. 20-176 Y"te•R"x i+'' Nr, ,s NPeIIa n MONL tq,)A"_"N`e. Flu. in-I.•-.>9) ""�FSS • At( a , w,,,. �A17�" N.:4w-.I..'• - - oAWVD R. \�NA,IAq/LMW 'MN Nl.'•�Sy rr.-o9a71a _ _ -- fljl I,4T/A A M,R A. P,I IIINNIf1,4A _ - _ - I— 3 Pr )W f-W N N L _0 O-C N � L O O () CcU Q -a .. .� C Q) � N -0 U O CU 'a to � C O O- •L O C Ca C O _ (U O LL O — CU > .Cn (D E a)O fL i CU C CU 4-6 � - L� Z Z W J ___ _.____.____ ___ INSTALLATION DETAILS FOR REGULAR PANEL-5 j.; & a DID CLOSM DETAILS FOR INSTALLATION IN POURED CONCRETE INSTALLATION DETAILS FOR REGULAR PANELSO; do JA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKK STRUCTURES �X OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSI_,jj do (1A __ OR P.%n.n It IO. /.,.-,/.. - YAUD FOR REGULAR. LIFE SA M AND E-Z WM STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCL�I S INTO EXISTING POURED CONCRETE_ OR CONCRETE BLOCK STRUCTURES ea.a.m ANtAIOR) PARLEAMII Plln (xI tF TIP-xW (ID: SCHEDULE 04 1 um j/1�:rw, MCNORIS FOR eommrt ut SCHEDULE DIN SAW. 6 (SEE WUCOKud a 9iF W.CD [ a WFErr . 6 9) 11iV9 a 9waMAR 9) WIG f•C _ I• _ I I - LONL,gEt[ AMCMRS SHEETS a TWA", e) -"1 y,,,. 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J I ncr.A.Itwm I rn I: i m u I O `C3�7 1 I ; a ,ar. ,'""o''riwwN 1 �. 1----..... 1 , I ` I d ' j I CASE A (PLAN) CASE B (PLANT : .N •,aI �_ aDwLYrw m ' +rArwni1P1a. - z t- I �W,awi a 1 •del I CNILPLA,' . . • LwW�I E i .6r, �.I i., I i, I 2 I 1 1 `- sEt 6Danu[ I I r i - /IOa` , tla WvYn•rN - 1 1 1 I )O x>•mM! �. �ar MI¢1 a ( I 1 1 I }CALF 3 _ R J la mIW. 1 _ , I + 1 m m.PILL, Ir 1 WaT N 1� p .m 91 ! Q ..n., - a°pf'"10rs'--1 j L{ ' Tb 9L7m5. 1 1: 1 I 1. _ __ .•.•m.I• rs /' ,Yn,w ' t StAlt J to-,• 1 q -' " .. ' I Ww yy I I T 7Y •awn I T I ITN wn A ci �C �j 1 V. E R rAWela .I I , iR -",-I ^- , i 1 P�,W+. Al mA9f --f ., ' / ' 1 G J I ; iT 1 71I I E 1 I I I I SINS 1 I GAF> 'M1] 1LF,� I1 i i i it f i f i I R ; i �iMG� I -1. ,r., i i �; ,n�. ir.• I ' I'M1.�w,� mapc. f.;_ +.I 'mi' I" °A I OC y, r , IT DSDs j 1 1 �' O Cn CL I L .2 i F t I I [R WNCML 1 3 i ,= -�InrW •-b --rill., ; ;,,.•._JW I' A IS1•raR: " Q'- 'It•aaRIW, , I «� 1 E }� 1 . 1 DN PIFV e 1 y i•w Fs + s At'„ oa )1 60.ri A/ I6 1 i I 2 1 I i '(vCL / i i I aI Mr F I )y IL_ -_Taw ¢nwiun .._ 1 _ x- q rir I .YPY n..c OA'�.t' I i] )/�• tic `I , i/e'r . I/):' ��j ,TA'r .)/)i• 1i 1`yj i I y ; 1 1 .-11N0-IAA i \ 1 1 mAit I 2 1 I a Y: r. Pflr Illrew -.mro } IP/R9ALN. �• l IPRKM �. � ^ IUA/lr 1 , Z I 1 1 ) I Ci I (1 .I 1 ° ° I - I`t i j RCo M." a TACH 1 WINc Our • (Aw AMIC ,An • __ 1• I � ra WIT wAp ar f •,• . r Vi EV ♦ Ewn ono e 1 =1 s, I I I I ! 1 s< I I ) I r . er- r 1i i,n'A,Ys7• ' r'f I ( rInn nut, 1 , I I I �ePr• e I I EA15Tw0 POR B to L,��.," I I •1 I/'Y PC. , . I I i ' t'�r'^"'af 1 .A''N' •IA' , .r �j I I . }[0' hi/Y' rf., FAISRYG POURED C.0 II -. E%11TND POURED Ftl } - _1 r91/Y Ot♦ ' ] aTi IJI'eC , I !. ,f'w // I )• 1 I �!� ` _. _.-,._ ._ .-_-.__1 •..1. ___ �A C0•M11fIE OR a w• 4 I bir I r CONCNETE 011 r I CONCRETE OR' I M I I ,+ I. t r ,}• I r C1N CAVE BLOCK INFO Fqe • I I I r I . , I _ ' 9. q 61t/I� 9RR2 J• NOA'- _-.I RCOUIREO. r,": f"�`_ - Ellstwc 1.Olw[t F 1 I ,.I I re. wn- .•..m lnwc GANG wTwv Ly4n�,,_I SOR nrs 1 311ECR/1REO .2 /)• Ot 1u • CONf:RElE BLOp' 1CONCRETE BLOCK _ • 507t yr® ,' III I' wn.. �_ i1 EA yq PfWRCD -- D , -Ie ri.• I9m ,w'i I- MASS must 1 W 1- r+A9S-I J' Na. D.Y..® 110F -_v:- , -.: /7-.Y^' ._ -._.. CONCRETE oK j - OF i' 4AA '' wn.�. 1 _ 1 /I tI - I CASE C PLAN) CASE (�' LMY I 7� V Or Y' ANC.HORS FOR CONCRETE SEE SCHEDULE ON SHEET 96J9' r 1 ,' . C •_ ' - / Vln -I COHCKn[ el OCI, I F C.0 I ( Ifs- (' L�\' r j/ II MA% _ - 1 I CONCACnP0VAE0 y ._ 1 rn p L R[pwe0 1 Ex67iHG FOUICD 1 , SG4f J/,8. r' D PL�E'ii i �`+.� FOR WDOD SEE SCCigNS ON 5H[ET 17 -. I/.•_ CPA r.A wjX KIG Y- 9 n 1 CONCAVE OA SCALE 3/14-' 7/0*W/it- J 1 rDNCPFe AKrAKAn raNclert Aw1oAs ----E D.FICOLINED CONOeTE MCHEFRS ^-s7' �4 '�, , iw ,• t.a REGULAR STORM PANELS I ELEVATION/ �' O (sa W"M.J ON (s[r sa,mL.E a (SEE ScKrcuII a T u>. , , w( n'A•3�1' .ra..w•miRm ".. = . N••.fNl stw • ,i I /s f�•i+�.' 9.[ CONG[Tf N.LIIg16 m Fq 'P I RCW1REa I .�AYL.1�aI o • EYCw°K""01i1'M ,I J Y.I )r' W.m Ic -_. -1 I CONCRCIE BLOCK _f----. - �.- �/� E,[r WM wA E U rI [ D 1 r STAOQMD r Sn10 (4 ' - PN 7 L.N / /+' /2• tlln w I I (SCE SCITIA E a Ems a n"pacR /) SREC:S A 1,MOIp, el SN[ETS a 1„RdNN 6) SFASs • 1' Pc 1 mowN, wr n '� m • I i. / '� , I SLUE 3 77'.T W<M a .40ucm /) nUXALE 0 ANO AHUYA7f 1. _. cONCR(R AICKORs 1' - ' MR. •,K,r p r{, - __ CAM(-y OR PANEIAMT[ (" -a',•- •1" e,'D I ww.0 �•IePpv ip'r1A09onyrwyr w +ANm.aa I YDL. 4 Q O r;Ilu.W r°"MNael[ f 1 / 1 I I/.' MN. GAP L� Plus c , rM OROP (AEI SC1lCNAE a I4 % - - �' T ) . _ `E E ., 1 i WALL WOUNTINO COUNG MOUNTING BUILD OW;,_9QUNTlNG, ALTERNATE &�o MOUNTIHA s EFT) ° • f)ffi - - -J , �a. a'A-7W a' 9 s 60Lt --- -� \ ISEO SCNrdRFS a SREVS 6 IRROUT 91 �' , hen • \'wS ,• T _.w SOD 1, .-20. 34. S NO IEEa' 9CFICDLIIt a ( __ - . (MN OrOaAP7_e]'MQF VAt1EY) (O M a - SECTION sc sCNf s/e.t^ 5[AlL S/e.1' aEf.![SIgN YXE a/N ARLE WaTMQ �r DMem.w - -_-+MAN. PWe. OVn6M 6tYAwl- 1 t' W 12 1 .3 O.0 Lacier[ AHCIARS •' _ _ _ eAI _ � i CUGE Of IXSTNC 1°i° ' n "a A (S" Sc[ µCND" I/a MA[ OAP' `�i 0 T + c E.D. EDGE DISTANCE OPFJNNNG • E.D. EDGE DISTANCE "A` LYt1p1 b' eO +""' w (SF s'NimsD�u o%a Fsn scHLDAIE a sHEn a) yyt� [6; NEW I• WIDE . VARIES • 1/6' �i 0. / SHUT 91 '^ -Ira w 9yKMWy 1 e {SE SEE 5 6 GEB) - W'OOD BWp tNIC+ Kur tuBE DR ,• , (SEC S(:HFDUIL ON �. CASE F (PLAN) t o _R� �a ON CONCRETE won, SECTION A -A (TvD.) V i 1 EM$TING STII[On/ I t "oODD ,ITC SPACED 1 ) _ SN[FT5 a * 9) SCKf J/li-•' 9M'fl 9) PouTlm CONGR[h DR SCALE J/72--T' 0.9NIETIT OFF I •Ae NEW AIDE . IF I NOTE fDN 'HI OF SF[T I I d • ALUTA.'TUBE OR VI' .. VAMCS a• 1 I.1 I 11[OURm 1 I :.TI LV`Ir t10TL F0il1 (.N6IWti OF SECTIONS.J ' �� ' I /��,,9e, F R Kur • 1 R T w000 PIATL $PAC•JI I TOF k BOTTOM MOUNTINGS CAN BE INSTALLATIONP I ,/,,,9eT-- ^t 1 I • i BEHIND (RK]( CpCq,IE MCarA15 TOP h SOTTOM MOUNTINCS CAN OC • x L COMBINED IN ANY WAY TO SDI' ANY CASE E (PLAN) INU -ALLATIQ SECTION 10 ' c:.l f 11111111NNIll/l ' INSTALLATION SCALE 3/16-t' SCALE Vil it r `- 1� 'Ir,, COMBINED M ANY WAY TO SUIT ANY r SECTION 8 SECTION 9 I _ / ' ' WpinrilrrN w I ,�,_:___1 ,,R VZtfk A T/<<�' COMBINEINSTALLADON '� -t-}- sMra-ris e "`,i91a[ Gal M:K ,•.n,', scx[ 1 SCALE ro- -- =r+y1P•''t10EN ' l4 +i I �. ,i 61� tEP A fi1(!%l'Kt CEP A T!(� jj"•wy�tc 3 a 3 C I '• �t S '�' _�f=" - --'�'� uls'INc POURED - - y�''r FLORID. BUILDING CODE NI h YBlocll Hurrkone Zone y�',:' �CENAQ •'' 'js FLORID. BUILDING CODE Ni h Veloclt Nurrlcone Zon• Gi F •''• • L RORIDA BUILDING CDDE (Ni h Vetocl Nurrlaone Zorn Ay,cq[rE N,Ia,P,e __ _ coNCRnE oR -'1"' 'NA" `°.GI" rs rE%SnNG POURED _};a;_ r taco H(p,T Tn WCONCp[i[ t; nmm nq�. pe[ MPanIA[ 1 I/7' IAn. CONCIIEIC BIOGK ,91AR a 9lArq r,AAK ,nmm na2cP INA f. NO 44167 _RfOWREO FD - #: 7 T = 20 GAtX GALVANIZED S1EEl STgtM PANEL 'n a o`n' • °1 s' Mm RFnuKIEa. nMPK•9'cr 3 N20 GAGE GALVAN)ZED 51tE1 STORY PANEL aye, w crr-nnluc 5 wAP AL'''� 20 GAGE GALYANIZEO STEEE STORY PANELLI, 61.= # IIIWn w - IYDIE_fOH COY9IHAIID[i9.E _ Z :'o : rATE . # - x` SECTION X-X ?_ # ; ... /-- , 01 E.D. • EDDE DISTANCE 3 * ; # -__-_: -> '----- mM/mo-.i9o'' :` i - \ GLOBAL PROTECTION PROOl1CT5, LLC. Q//ns C7ma )DA f 3/° / GLOBAL PROTECTION PRODUCTS, LLC. DATE (SCE scNEDuLE ON OP k BOTTOM MOUNTNCS CAN Bf S TE 0}`- j GLOBAL PROTECTION PRODUCTS, LLC. ma1�E1{Jd `S % • / 1LTE CO IYe � ETAIL FOR SPACERS REQUIRED AT TOP OR ��'•- ! IL. EC Oroe. ..DA ).. eI [Ten SMELT B) COMBIN[D N ANr wAv lD swr ANv=% '•. ILECOm — } F •., OflID .' Oro sr. sl nlee q T-i F y 2.0''F�,• 00" SA. sl snew ZO'2bEV7 LL f ru AL-EMoeRtewo ow °Wc rL wl. 20-176 NSTAWTtON , G O Awen_ JJr''-•- i' • 1 owAln MMC. R Il]I• 3 A AR, Ww..Ree•, PRONE (#.As -iw. FAA. (le•Yn_e,n 'C RI .r AP'Y"A,:svrR' Im.' n:. n.PFA: lePi)W 7a t IAr bNN69.9»1 20-176N �7,.j"�lyi „„�,*'.P,-.� N;.1 ny4r. Praa. trsf>aa9-)9.a, iAA E9a,w9-e7r] TO-17b BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS F •-_ - ---- SCALEJ/6-1• �p -- INtINp Mm: ib�S-�V�F.`•� •.r'"iina"ou m961n tAq m_..r,"' - -.a '. F•''• - --- - 41U, i SUE. ,Lpvwrr G-ODO,T6 _ _- 'H NIT, AL ,#A. wY7ER A nuJr .,, 93 _ ao f..at - nn -- _ _ - .NTEW A is1J1 A . P [ w ,,,�-!Y - ." 9,•n + m H ,V N 19En' /EID."All "An - - --' r"' r `~ ' y/�• lu/ NIA/tt.,.L /On«tua/AAn •'•• u'Wi oM-wai,9 L'"t FN w, - - - "r Ea J _-._�.... TNf I.� wfL7fA A IIUfl „ P[ ..____- a111 -- �' __ IYN1 F A 1 7 P .,iV ,.t SHEET NO. SH 1.0 +u arclare ,. , w Raix . - mcmR NNew1n (1aPart .. a WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS d •WbY.,.. �. ' wNCKe ANcwa fm iomAe w A Nur A� T _- MYA I 2 B / ® I �e',°; *,a :`r0I16Yr E. C-{.' , mom. W e W * r - 1 r-m I �_1 117, I� r r -- -T - !�ruLnN "�. �`_. •uwmN i I I. I )II T )' ( ) - Y jj jj r. _I I' iAvrBl .Nur I i l i J I I 2 •11 •.. �'� ' h - u) enr. ,ncw a . ,'. ,. I I I I I I I I FDOR a WAl1 I r erwna Y/ x I/•• C W MKYNLA! 1'® �. _ g•' i_. mnW°OR �1piaY acui i)r�MilOdAvmll,a, • j I 1 I (_ -__ wL toa \ r. rcw+,Miai mo I ! -�- I f � t E D _ It nueLCTO CF sruE: Ip - 1' DETAIL 1 ,1---7 0,•..Y �trro11o"�rYa ool�ir ,*awn Iu,NR 1 I i I Y � - +uw Ir m®IAi w � '�` 1 r, � • OY t' iII 1 , � f 1 S.NA • r DC I 1 na aTON -lY rr,. F•nl I � dNKSRM iY,wt I I I / al Mt°R t'i1p1N• x . 4A 1 1 / ' 1 / , 1 1 "•C N1�LL A RN FOCUFRUI 1 Arc n ANC`CR` V 1 Y1 11 I[ 1 /fir ' U rCKR4 Trl�Mlf R a e - - 11 d •HD •Ar. JD •.AI. K'SM Ma'AIO14 /%-� t roaaAi `�-.�� $j MCN[M 91•LIS a A r) `✓ -- EY !rail . I I I AMC 1 � l atxos,r a LadII _ -w1 is I I I I I I I I I! I! 7 PURC, aaPl •-� ' I V 1 I I I I AL IF ,,:• IrAN ? I � • PUT Y s. ' F 2 (M. Td •alma) . _ _ ® 1 M f ±--+e.. Mw,w R•rN • (n M,AJJrAI aaNwA[,-----._..__ ELEVATION SECTION Y-Y SPLIT STORY PANEL ELEVATION SCALE 1/4"-1' DETAIL ETI ,3 WALE 1/a".I• -}j'"y yYj SCALE t/8'•1' MULLION SCHEDULE Nor, MULLION SPAN (R) • REWIRE➢ /1N,. '" MULLION •' 4 4'-6• 2' • 3' . 1/6' > 4'-4' TO 5'-6' ]" . 4• . 1/a• V-6' IO B'-10• .' . I '.'; > a -,o• to e'-o' 2• . 6' , 1/e• J ' N°P O +5(U6.6orDR AS DS1]pNp MfESSt1Nr RATING •• P`a°MILI�'A'l.[l /0E50iutnANEL's "lfNoiN oWIEN+En SECTION SCALE 3/6-1- NOTE MULLRM ION CAN ALSO OF INSTALLED W/O STOW PANELS ON TOP OR WrrGU $0 TWAT IT n LO(ATU AI TOP DR TIOTMM of OPENING (ONE PANEL OPENING W/ TUBE TOP A BOTTOM) INSTALLATION DETAILS FOR REGULAR PANELS;? INTO EXISTING WOOD STRUCTURES 1•US, _ ,ylwy Ka1'I - - r/•YI W OM • r PC •/ -_ _ • VI'r. Y•eyp nA[Mnp -._ _ r-INN•-W suer) -,�, ___ 1I•M IWaw • f eC �"`..---.- l---e Ni,rK Y•rp alto � �,". ; � � �RAR4I ra•nlpl} i - ( �A'Y.. r/.+wm•rPc / 1 - vn l.c sw•recv � , n• ru.,YOR. : , ,Iwnoa+ roi.N,N. v ' ' I .-n �°as eam rrm /Y a, n' P..) •r+n . t AFuwi •/ iw e.aaan. �-.-- i ,' _ _ _ o ItiW .IWu .auY - -� . I }}-- / . a }. � � i��aiiin '� /l, /-m CI•IRW wDLC NAL•1 NLF h u0 Y R e I r1 "'O'Naro'� ra / 1 i. 1 t 4mrI IA• 4 , , r/Y 1--�r�wr•arArr'onq>w'/ 1 - W I r lr4N� rTx i i :W.wP ki ilk i r - IF -er. ra IUW-"" MY 'Sr- III vR.l1ex I TR 1 t I' awa ! i INSTALLATION - ALTERNATIVE SW +yn I 1 WWI';rIT+;K _ 1 arN SCJLG ,/4' . ,• m�ie irix°oc i (/��'�Ow rr .amw a We GILD -OUT MOUNTING 1 ter+ I \- II Ni•.r•ar r .NR No- /r ,Ao IAR.II ..• ....._. •, .. INSTALLATION ALTERNATIVE 1 W ( , I�,r i l..,RP,Pr .. -,,- •;;,"o^ ®e, _ -.r- CMUG t FLOOR MOUNTING WALL t FLOOR MOUNTINWALL G TING INSTALLATION ATION - ALTIFRKATIVEAW INSTL I �TroNS - ALTERNATIVE sW TED TO +55.8-67.D M. L: 1/4• . 1• 2YR (SECTION AT TOP IS ULBMAX.gM INSTALLATION - ALTiJINATIVE ASM. DESIGN PRESSURE RATING) SCALE 1/4- . t' SOME: t/4- - i• 1y %- Ae•4o ,K PMw A.w.m - •4� aA� aR a0 _,• r FLOOR MOUNTING NOTES: „Nuuwl... INSTALLATION - SEC110N 4AW A. T!( "'"" SCAAEI 1/4- - I- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS �T �•��'. •••••�/%✓ • UP TO ♦55.5. -72.0 PoI AND PANEL'S LENGTH UP TO 8'-8' -.Yy1P.••'vGENS FLORIDA BUILDING CODE (High Velocityt1 Hurricane Zoe 2. FOR NEW WOOD FRAIL CONSTRUCTION' WOOD MEMBERS TO B£ SOUTHERN No. 4167 s 01010 FILMCO' Po. 20 CAGE GALVANIZED STEEL STORM PANEL r> PINE NO 2. W/ SPECIFIC DENStTY OF 055 OR FOUR $ DaA9Rw :*_ *. ._ _ NOI1,FQRComemllDH_.DE.AE ILtfi s ST TOF- az GLOBAL PROTECTION PRODUCTS, UJC _ •'. 1L E C O INC. .6m RR. 3, SINFLT ' TOP i BOTTON MOUNTINGS CAN BE 'y,QF'' fJ RIO , : [/'�-Ji ttuti Tlstaa a cpWrAar wME rt Jml• COMBINED IN ANT WAY TO SUIT ANY ff,,N� •• /•- / NUM a, r W a1r.0 .Ama n axe PION(: ftl.lRn-7Sq. rAK Ns.16e•-e»T 20-176 ,''h�VM/ G S +.+ (WV n,-HAM Pat nl-lal __- „• ORARNC Nip INSTALLATION, rrlj7hR� ppll /Rw44nARR/an WN 1q A '.1 P.t. - _ - MRCT tad b ! i = SEE bR2TB 1m 1 11 HOLE A,rCNa16 trPR l SPACIC /dl NSTALLAIarb .RO Wo00 rM1E MMDIO. IaMANN /IILIIOR SMCaroS AND Ira.xaUlr EDGE DISTANCE Air 4OYAlrD ON THIS SP[al1E FOR CO MS IINN RPCA/CD w ST%ROVLE RmUK:! ANCraR SMONO m MLLMLrNG TSACRNc 4OatA PIN SCHmu(L n 7/E iWD1WO FKiDRS FOR MB OAlMfaM f0 6E POGSIBtt. REDUCED, SrACINO OIRAM® VL,HC FACTOR 4Wl NOT M ILSi T1MN MINIMUM 9PAPM0 INDKA,LO OR CAM A,Cr10R TIP! AT rAAirDaS IEREND Alper T91E 1/.'• - 1/at i/•'• /Y.ayat 1/.•• MMiDaR1i 1/1'• 1/1•. - woal a It+ -alp rAu-.� ialsri _ MP AaaMR 1aNKwa P•I ] J J s T v2 ] J ,n r ,^ J ,/R - ABRw. 6a 91a1B oRwoj na1BR J m w u p14%aHUY AS.O. t4sA:MI INN:s+.«[ rraRRAI AILIIORS Y+bIG FOR LP - ! 1/Y vAxnwrt KUR srtialls 1 R I Iw,NUM PAWL NTT couawxuN LrNmN •r (N.) TAF'Wn cr �M-Ww EVNa-w rV1ENAIArz FTMN[ o MTNO (y,4 r) o CdreaT(( cO40'G1T1d ,o rIm.LMcrT rca11C1MIi1 To CONCATrz I CONCRETE ,o mNCNnt � m raNc/sR � or IKy 6' M/ N/A M/ b• N/A •' � W L" M/ _ , a' S' NI N/A 8' •' 6' 1 A 6 6' (ROWDY) ■' N/A e' I N/A N/ N/A N/ N/A i• J. e- N/A NM Y ] i101') l6ana) --' .151. -)30 { N,A r�A/,_.3(60ti�) 1'-S' M IE51 OR IiSS -b• -�_ y • 4/A A' Y N/A NJA H/A NJA e• B' N/AN/A _! 1 t T SADTTttnr) /A 1 N/A '2 1/T' 6 ,/•• ,2 1/2' I tl 1/1' a I/: 6 1/:- ,/i I 6 I/•' -1 S (xOP/60TTaM) M�(IMUM A.S.D. DESIGN PRESSURE RATING (p.s.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH RL' SCHEDULE (V" ONLY FOR &2 INSIALJATIOP6 AS PER SECTIONS I nMU $0. ON SHWCS A. 5 B e) IWl1MUM A.s1�D.t IFa P LEM01H DCNATwc�1•f) Niil n. ) Y�C1 gpAw}ID � �� 1tl'A ID U.MS N NNW .»b. TIC - -- -3- OR LESS R 1/4 I "Usoo a I THOU 5 R I 56.5 n o I> F b To r 6 W. I r]/A' ,, 4 uNeoLTca Want n A T . -. DSO-M. I>s 6 0 11 2' Ya. 1 a 1/a• • �TfD �pTM� e •.3J1. -4R0 } It -4- CA LCSS 3 ,/2• • IKMS ...--5. 9 r ,D • MITI) W/ ,/•�-20r1' Ss MS R TNQW.1 Al 0~ a M4.00I1 W IMUM A.S.D. DESIGN PRESSURE RATING (p.m.},) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS a) A( t4 INSTALLATIONS ATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID OKY FOR PANELS IQe Qlyl mmAL ATIoNS AS PER SE ims I rARU 7. ON SHEEIS 4 A 5) a \S`o� tIR/l FLORIDA BUILDING CODE (High VelocityHurricone Zonal oamo tango, Nc. ', N0. 4167 a 20 LACE GALVANIZED STEEL STORM PANEL 1ig1Y,'A, Tr 1$-. ST E OF �. / --� GLOBAL PROTECTION PRODUCTS, LLC. oT DIM �.e�; fE LOP' . '�,•2L.A, -� / • • �' E C O 2 M wr ao00aM1[ �FL° w51°o' •`Er�/ __ u ..I-Jw .... a+aa WINE. weRrL mw)M-»a FAR (Yeawa-MINT 20-176 Ruffilat r/rrnNNN N1N L 9W90NnU'R/LMn M1Mn w. •ALTER A, llllf, A PE - aNm r d M �/,-In. S'INSTALLATION DETAILS FOR REGULAR PANEL5Cj do L1� SS Yo •BKalBLIRdIGW/ .-�- PANEL LEI 14 N TO D-0. ANO a v: DG INTO EXISTING WOOD STRUCTURES - - - FOR LLNGTNS N ro a'-6' MFF, OR R,a-,a I MNEIMAK FE1IALt a OR PMELwrz vllb • - 1, I G C. WITH , 1 MN. 7 7 1 THREADED I'I .' Pl'l�MrON ro H•ADER top ALL LiNGnli N - � j ', "'TT '--'T-- � - 1 -, _ - .�i' ��M1M1 UNIT S11m I PE ,LOGO NF 1 (4 ,. '. EU 11 I MCCU rIC, 1f ED; i �- RECLUS'D•A,Pm� atom ni u. acaMro Y ; ALTERNATIVE 1 W ALTERNATIVE 2W SCAE 3/11. 1' SGII 3/a-,• i SLL 9CN[ntR.r I YE KIELVAR 0R 96Ii 6 1 d { i Tom 6 1 r - OR 40 LASS NUM I p/a / r0 OU69 I a 1 UPARATION I EMiIt M/t • 2. FO'-._._�. I I rol I ] For i` EDI ` I 1 �MK�•� ED, OF 10 --- NOob FIFTY 5/8' LONG GRASS euM•NG 1 - el ,/4•r 2W2' S.S. N 5 e 6 1/4. 0 C j 1 I !HY`ilA/SY ANO NYl • e• of i RX0 Mrz _�'•-- �� { FOP PAN" LLMIDIS N ro 5'-D' Hale .I 4 `� .. O.0 FOR LENGTHS N m e'-R• Me•. {I M /14-t0 INICIRNIT Fp4Md 0 OR i Mom, pR PAWO-1E KUS • 12 I/C• 0. C WILL,, 1 I//7' MIN nI0"W"To PCNRM7IAT At YA: Putt _ _ e.'. UK; CCaM • r OC P . v,• Mb FRIVADID nw RA/O • waamH d MIL ALTERNATIVE m SCALE 3/B-1' ALTERNATIVE 4W '$C.MF AALWg1H I RINSING Pun FOR, I I r nOwRRD 3/8-1' -W ALl ,DIGTtl9 N TO 6'-6' Va --*�f�•�yE�j��Ry�� iRUNT ��i�/��E _ DIRECT NO NONE N4 T SHOWN FOR CLARM OY1JL1�41AZi..SEII STYLE 3/6-I' NDILi. ,rNI1tN111rTl1IN""h A 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WRH A.5.0 DESIGN LOADS ��P""'• �T✓9 ''s, �;: P T +5 5 -7 P c AN PAN LENGTH - U 0 5 20 S D PANEL'S LEND UP TO B''8' GENSE •, J FLORIDABUILDING CODE (Nigh etoclt r H V y Hu !cons iZone) 2. FOR NLW WOOD rRAME CONSTRUCTION; W000 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPFCIFIC DENSITY OF 0.55 OR EQUAL .21Y•. i O.Ip, 16 ;* olmo nnto. Nc 20 CAGE GALVANIZED STEEL STORM PANEL 0,,,;M tI1TL�OR CDMBINAnoN of sEc?;Q s TOP a BOTTOM MOUNTINGS CAN BE - , a o ., ST ff. �. QF''••..,''� / IL ECOENO. ND A FN3 II eorPANr GLOBAL PROTECT" PRODUCTS, U.C. 4•mo 5.W "STRUT mYIW. IL ]s]I• COMBINED IN ANY WAY TO SUIT Am rb FS E. h A 1 - -Nr JI.. a.. ORAL ,ae •+a•A R n,e +.. °Net aa-0004"STwm-Im PNPFE: lau)MN-ts 1, rAv pw)ea-eTft r� 2D-176 ax..ra TM INSIALLATIQN rs! III IIIINN [ fEAI/f10xAn16/OAIIT _ mm- all,4.1 INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES �) dE (ill 1 `• 14-10 PAN[1MATC PLUS a A' C. N I T 1 -I IN_ -ILA PANCIWIE PLUS t IN-;0 PANELWK PLUS -• b f .• U. M, 7 O' T" r[7LTRADER 10 EXISTING I%1611NC WOOD NFAOCR AISm WOOD HEADER TO (' - LM4nNG WOOD HEADER WOODHEADER RCa-ARCD --T--- TO THREADED PENWOOD HETIONADER E%ISiNIG WOOp HUORR !•, i '1 I 'I ' MOOD HEADER I 2 ) RCOU,REO FO. S�R0:0 1/a' oe + MOOD HEADER + • •EWIP[0 CNSPD•a I-� ) r ,/•' at w , j• ,� i a•. I wn ANTI•• L '/•' oe t_....._-... MIT 9PeIXAr LN SET somrDw ON I 5P 90EAAt OH ,QT R rpq MH. STAR, 01 ' iDR 9EPAMnON fp B rN.. SEI•NUION SEPARATION IT, dAs9 O,Att I TO GAsi IFw PANEL LENGTH "OFF 1) MaA PA4rL IrNGIH I 1 (SFr NOTE 1) I - No+ PANEL LENCTI 1/a'1-[pal' 65 (SEE Y S W/ T/tlY . , i J/y' aNc Nu , • FVRN' DKRW .. t/•'• >W,' 9f Y 9 a/ ,/•'• • ](32• RNG MIN • [YIN oNWN � ,/a'. ]Gel' S.R (SEE NOTr 1) US W/ 7/1•• 0 C WIN Aux 'i • MR„ D.tAtM I 9oS I { SOIL r�nl 0( i I or Z OF r YAY l .. _._.� r r!a••wu' .. _ 1 r ] e•..J/v • - _ . Mr.G xul RNLrTCR pl. ; _- e�ioMAILIMn 1 VA , SLID • Eo E0 1• IC I/e 0C EO. CNN•�1]I(t' P[ I t SCRE. W/I 1/2._ 2'.4' WDW PUK - T, 70PANLW,tFlus 1"•1'woan P,AIM 1 7/S' OUNICO!'.CCAVT L� iy�'Yr1' 1{ rpoo Putt +REWIRED REWIRED • ADED CAI AT O.0 W/ THREADED PENETRAIFDN • WIDTH OF PLATE j 1 /4•. LAG 51%NE'W5 a CC o c W/ MIDURTH OF PLATE /STAGGERED ,NEN[TM1Pi DIRECT STALLAVOIN- NO AT MIDU DITH OF MIN 1 AM BW scut 3/B.1• DIRECT MOLINI G INSTALLATION DIRECT MOUNT iNSTALIATIGN NOTE$ SERIF 3/8-1' SCALE 3/6-1' 1. INSIALLLi1DNS FOR ALTERNATIVES RIM* 9W III IOW ONIY VALID FOP INHNBN!7o - A WTI A 0. DESIGN LOADS UP 10 +43.8 48.0 .51 NO BUILDINGSS P h 1 N V V I p.... ��/j PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN `11 •�F,Q, �4O'ay •` �'• DENS •; /S '� E PINE NO, 2. W'/ SPECIFIC DENSITY OF 055 OR EQUAL. NOTE FOR COMBINATION Eu SFcnoNs: ='P3�:v g x No. 41 c '. *. FLORIDA BUILDING CODE (High VelocityNUT rt�0[D' GAGE GALVANIZED STEEL STORM PANEL icons Zona '', # C. �20 I TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAS TO SLAT ANY _ ST TEEF `jr --/ �"• ''r fL /' r ,,.',�.1,'c GLOBAL O lri. PROTECTION PRODUCTS, LLC. a,/M/Mae X.m - INSTALLATION. OA.'., R10:,.•, A� r-•�'-,,�G V• rrr `-SS! 4UT a (NpM pa°I-aI-,W "��'Nnr" j -Aar 4aom LF. SI 5nim dNi. 2 S3JH PIgK (is•)tai-».R. FAx. r56.)iaP-a)97 0-176 2oRNPrIP "rr11N, I9. IR IIIIIII,Y•( iyL/ryInRTNRJDAn WRJI A ia]IT PE MI T M r._ry - - Wen. I, SMRAW 11 N N s 0-� L N CL � 0 .� cu U � I..L. U -� 0. � o C � O M m C^)' .� 1 Q CoCn as . _ 4- Un �. Q J CONCRf.TI ANCI m CONCATM AMPF m __ .OR CONCRETE NNCNRwi: SU XWOLU, ON SHUT , (SEE SCHEDULE ON (GEE SCHEDULE ON FOR NOOK Sa" SRC SECTOR ON SHIN, to •-_._.__ -_..._ '• \ ALTERNATE ALTERNAM TAELT 1.)� „N3„•)"�\ .I:' 1 ,, 2 A +W/ts (1 ��I--� �,i-i noN NT �p +(�8�}- (1�- INSTALLATION DETAILS FOR OPTION I{b 1 FOR LIFE SAFETY STORM PANEL aYST M - - J IrowiD COKRC,E r• a1r1 / 2/4. 2A/41 3/4 OR 4/4 1 2 3 1W/15 -3• ur _ AT END PurtLFt -- SOU• �. RFRUIKD. i 300' __ -250' 'T- ------ _ _ -----y.•_._ - _..._'L- --- -- - - - '• w" -- (( -- - I ..'_'__.• - STUDS 0 EVERY - - I -- /1..., , _ Yet 1/.-. LAG U"m . 6. OC a/ TANG 04p -I ' 1 I I ro'O/11 nK W'11Q000A�� IKM - �- �,I D�• •I I I � I I orFRLAP I 1 ( I �"T POVRLD CONCRRR _ I _ _ I'^ I ; I I ( i I 1D HIXD PANEL-- I I I i I T INTO EXIS W STRUCTURES 'II'7," -SOURED . I II I I I i I I ; I '' I ! I ! I f ••, I I I I I I '5/6' Yrr. IFASE - - I I l -- -4-- -- --+- 4 I ) 1 �- 1- -L_-I{ 11 I - p-+- - r- STUDS O EVERY - t�l r OVERLAP 111 I 1 � � -� � �•-� 1 - � � I ` 1 { - i � � .4 f SET SCNEWIf ON- = 6[t iNiDVIE Ox V = IICI p I r I �P I I I I I Rl I f ro HOLD PAWL sntET 14 sxm a !dD PMIOJ ( tF.C. 'r, (I rrRaR wq.) ` IRllElaoR nwu) 1 I. .I) I , , I � � I , i � � I �� � ; ' � 1 ' I ! �; i i M Tax F°R m rA # ! F.- .. I ._ I_ I I I I I I` - t I ` 1 V ` I EO J1 L, I7 .i _`ram I I��.. }-I If � 1�" iO I I�_'�-( I \ i I -_ ' `"�-- �11I { 1 ! 1 I 1jIii __- I VEO'Nac- __'_I 0"(((111 1 �- 'V- `f siuO. a V2' o,c STIa . l2 , :• oc. I I �•( { t .• I C f I/s'SEE -SELINTCIROR PAN0. CND PANFE �,-r,' 1lAPRi II! SRC SEE-_ PrTERIOR PANEL �-- END PANEL Ir l--•.. If N•CNK I ♦ SCHEDULE RI SCIiWLR /1 r1000 •eAOrR-> /1P(n,,,, N� >a411JMY15 \ ; I I OR - 3' - a1 MHn - FDR Me..-3' - A OR (� SCHEDULE -• SCHEDULE• "�D pCO/�OQ ,/,a)I m02e „ /2 Dc. 3 wr. (usC ) I a T '• 2 ,/2 oc I 1 1 r 1 i 1 _ i ll I i i ® ANCHOR ANCHOR ® C '- 3'- /2 FOR -- /Z r0a - a• - I I `v (SR DELI 2/14) " ON aRECT MOUNT Me. ANCHOR Ib. ANCHOR RI ( I r I I I lI 1 I i SPACING SPACING SPAC4K: SPA NCH )f cNDI Prznxl sl l i I I I - V-3' Min - ----,'-3' Mln R! ` 1. �! iI I Y __@ DETAIL i WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE Z) -" - -- ' Y ro TR°"EY0`R I III i ` 1 -1� •1 d i I �Pi I i I / r j (ALi�waciraN sGu[: 3/tfi' - 1• sCAtL: J/1s' - t• I 14_ • +1rwo •Ml+ MfT f I SxUD a ,2 I/7 I- C 1(SttIX1AMs i ALTERNATIVE 1 9ITERNATIVE 22 PpUPTD GaNPtETL I ly I ' ! j - j I ' 1 I , I I I I ,R ,/„) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.:.i,J AND f /A'rl' wcNNR Crr .�_ J.�.' _ .t._i - I• I I I I I w e I/e• rn - `. ..---#-'. N/ SettDNVIS KORM Ki � ' CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT IQ FOR MAXIMUM PANEL LENGTH L SCHEDULE i«Is) (sa I D . ,2 v2 oc CLIFF Rf.OUMED f '(eEPMC601L.OH1.L..ItL.SECDDE(s_T_.A.1.YW)GATEi:.J:D0.1kI3AEETY_S)W.i1lp.5N(i dIT In.) E l /4, 2/4, 24/4, 3/4 OR 4/4 1, 2 aT Tw/ts I. t Tw/ts INSTALLATIONS INTO CONCRETE CONCRETE BLOCK STRUCTURES s s>zEL� Lsl�� 131. I I ALTERNATE LOCATION _ M..eAr 1MNPalOR !Mal TLi Y+eouM _ gF celN I +LOCATION .: ON LIFE SArErr PANEL :.- IGtiCOWE1__)... (�Yi,.. _RILL.,_MOVM_COfOIt10MiI0P3_B07TOM l(.'_E.D.-�_J._!,'2_ - » aAi iaa„o, ax se m I• I ; I �� $. MNMM Aaa toMo Ir. •l4rn UUF- G I 1 I __ __ __t_ .-r tEc10N / e MAXIMUM Fk ; /• ' J I - - I• FMC-UAFT ARETRAC 5 _ _.- L WETY PANEL -J YAIpMN AS.0. IAPCw P TAP -ORAL CALk�H OM•UNR I71WE a F.r41111i[ FUR APPUCIiIi 10 r116 �4I,WFt �•-lC SJ i ]/4' URDII[m �.. 0 GLASS 666 ,. 1., , ...:.N r•- i. .. _._.�--_ AREA W NO LIFE SAFFTT PANELS (SCI NOTE IBELOWI 6tnNMTON i- I (- / (SEE NOTE , FULM 1 m .. IO C - D I EO! F.O r':. "Clow) • LAST PANEL IO BE INSTALLED AS PRCSSINr m E'ONfaKTE m „E,1 10 CO•KwEn ro CONOIEn ro ro,KaEn C.#AM 110N MEOW! 'I' (rt) ' I EO I t OONCREK ANCNOR9 ,� CAFE irEtY PANEL OPEMRO SHWl TINGMCOKRRR CONCRCn I (SET SCHEDULE ON ._ ', �' �. I' - fN y'tI°PI ..H' SIDCN SLOG 0100t �ONCRCK M.00R C SC BLOCK d MN 9I SHUT IS FOR ANCHORS TM N SPACM FM NSTALLATONS INTO Wm PRAYE RUIDN3. I !1 y_ ___ ,.. fxM I ' _ 1 \c�. aCOV•r[D - I `cGNDI H) / _ / / - - - / _ / / (TOP) to LLtl ,tw. NxRILD ar 5PICIDULL REDUCE ANCHOR »AcRHi ur MIA mnNG S1MCNo PyI j t it 4 SrRtT ••1 •OUAN CUNCMlT1 -✓ M OPTION ALIMIS BAK�l' f ONO RIN1EN0ED B' N A N A N A 8' N A 6' N A 6' i N A t A 2 1W �WxLM ANCHOR SPH'1KZ AND MALADY FSOI obIANCC MI' NrOrA,Rn w TtRi BC,KOu1C. rdU I P t E0i - EO 10 BE INSTALLED OR REMOVED FROM INSANE t55.0, -77.0 - - _- _ 5'-0• OR LESS 9raWR ON SCIEOUE r i1H[ rIX10aaFG FACTORS. NR TWO OPERATION ro e[ •OSMRL. CA I IS"CONC-,t A111 OS / - '� OF STRIICnrRE 9' 7' B• 9• 9- .( 9' 9' 9' 9' 9' t (BOTTOM) RCDupD SPACING ORTANILD USING FACTOR Swu trot WE LESS THAN MINIMUM SPACFrG 1 , ~ ' i ..• \Boon KAn HELL SEYMDIIIi w' J. - - �-- POOATEO rM UCH ANCHOR MC a -NOW" ULRFNo. y I O sH[rl ,4) ELEVATION 6' N/A NJA NJA 6• N/A 6' NJA 6' N N/A 1 A 2 (tIN') 0 nDUaNO Le +SS.O -72.0 _--1}- S'-0' TU T-8' ,/.•• 1/49 ,/A'. 1/41 ,/A'R - WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/31'-,' W- 5• 9- j 6' 9' 7 ,/2• a' 1 9' B' 9' 1 (BOTTOM) now TYRE Novo WAIN - SECTION i SC LE; 3/B' = i' - SECTION 2 SCALE 3/5 - ,' ©®P1r �lt• (t • 1/A' M. - . .55U 72.0 6 N/A N/A i N/A 6' N/A B' N/A 6' %/A 1 A 2 (TOP) Tyr d - Awwn /AKWAn a L. , i_T RLOURFO y ' - --- --- PAA i 9' .' y 6• 9' 6' 8' B' 6' 8' , (BOTTOM) _ HALL Moa° bRrtRa O _ i .. 3_ NQu1.ON_LKL.SAFLI-T _STQRN._P.BN(�.S:SRAU151AL600N: _ _ 'REAL taro •�^'•'•MI_ J-_ .3.. 1 �^'. •. w.l d=.'.e a) 3 J 3 „J -� I�- -- ! 8'D�A ALTERNATIVE 3 ALTERNATIVE 4 U t CAFE SArrtY STORM PANEL CAN BE LOCATED AS AN FND PANEL (FIRST OR UST PANEL) l t - .- OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN ENO PANELS). - B M Wn'RNN PANG3 TEXMn IDG1Ox • Y.4' rz Cn LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT 70 RrGU_AR PANELS rATTE 1) • �~ �� IeC1BR atDINRED ,/i'P VD SCIrtM9 . i' OC r/ r L/]' B ULcw IANIu SOEIEQL:L_l. z_.-4A.R/-rLDonJI!DUC{Tsiml{Bi'LDNS. AT.BunQM� ..La._ - i_I%i I , 3 b ay - - - W,. ,NMAOCU PdRTRA,YON dr � - (W/ OR W/0 RfIiULAR TRACKS.) SEE Non ,) samm, / sAnR6 r MACRUM A.S.D ai K71R a S/Y MIN nog »r d -O um 1 muo • r NUM ram 1Or d AIrW APPLICABLE 10 J In ._-.. •J0 ,/.Y-]o.Y Ss MS. • A• OL OR ` ICU 2 UFE SAFETY STOR4 PANCL CONSISTS OF 0,U39' GALVANIZED STEEL STORM PANEL A5 SECTION 8-8 .. -- - ---- SE IONS / e M AMMUM PANEL r ,Do I W - ,(b a --� t/PhlD PAr11Mn IMMUNE O 0• ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS IAPCpN CAUL :IN . PER OR IN/O RE 1 TRACKS.) 7 Of DRAWING rRt5511RI - Corm ._-----.._-(-�,U-F■�--W COMRIWTIO LENGTH 'L' (Rt.) 'My-� it,ll(11111311 -- PANFJM1n MN B B' OC N/ t 1/2' wn. � >KS I ,. Q SCALE 3/32--1' TO _T "' - OF MEIN J4" a• TI 1'/Y - _ 10° - ,d TinIVMD KWfMIRM It 11MINC *000 THIS PANCL AEONS RSCIF TO BE REMOVED OR INSTALLED FROM THE N51OF OF Mt•rC .r, , �� ��� !LAIN NOK SNLm'G TRACKS MITI SHOWN FOR PNlth STRUCTIIRF. J. CAFE SAFETY P � 4EOLRRE$ TOP TICK r0 BE COMPONENT®e 90TTOv WALLA TO YINIMNN,,,/H" .49.2-615 3' T 3• -4 IL2v- a 1J2•_ 2 (BOTTOM) 7'-6' OR LESS '�°Q•�.•' ✓ 11111111NNR. ", - - - 4P'�.:• ��GENSE'•P WALL MOUNTING INSTALLATION Fli'L`t A TOLL/ BE CONAPDNE1�LAMNE®®LELAS PER SHEET 2 OF TINS DRAWING. W`�A.TILL/T' +57.6 -6c.D 3' S• . _ _ 4• __ .. A_ 2 (BOTTOM) C. OR LESs �.�F,P..:.....,T COMPONENT®WY BE INSIALLM WALL 00 FLOOR MOUNIED FOI LOWING SECTIONS , e a� �i�••'•••••••••,✓rP $ +550 -720 2 1/2' M-. J 1/2. - - 4• J t 2' 2 (BOTTOM) 7'-6' OR LESS 3 ALTERNATIVE 1W �* �, ..•• W - Q: 2 ON THIS SHEET, AS WELL AS DETAILS I e 2 ON SHEET t. Z�Q',: ��GEN SE s� .- -- -- __ NO, 44167 •. * - SOIL: ]^' - 1' yam; S/ : ss.o -72.0 2 1/Y z 7J2' NJA N/A z (BOTTOM) r-6' To B'-0• m # ; # i } FLORIDA BUILDING CODE Nth Velocity HYrricen• Zons FLORIDA BUILDING CODE (High V4doe1 Nor Zone) T - FLORIDA BUILDING CODE (High Velocity Nmrleam Zona 4 M:n- LENGTH FOR COMPONENT fDINS IS' - _-_ ____-_-__,._,...�.--. __._ -�__ _ N0. Ma, ANCHOR SPACING FOR COMPONENT ANCHORAGE AT WrOu 6 CNEN ON - µ0' Aaox nTErp. •RC .,r .56.0 -12 0 N/A N/A 3' 3- 2 (BOTTOM) 7--6- TO 8'-6' �' •. Ilammo /Arzw. •[ EP s - e2Wo ,ARW, Nc. ® # - 20 GAGE GALVANIZED STEEL STORY PANEL oR•aI v- - O • fLOR1O1'r: ;(Y+N 20 GAGE GALVANIZED STEEL STORM PANEL oMwR �, ; W, •, 20 GAGE GALVANIZED STEEL STORY PANEL SCHEDULES k 7. sHEET 14 - _yD¢S; ; OC aAYN 9r. SCHEDULES MAY BE PERMANENT 0R REMOVABLE. * : CrC' _ _.- tY G £ ST E• OF -_ W 4..__.-_ Z COMPONENTATE.. N/3a/,eat 'Yy, SS`• r'• r - /' m/M/Mao , RR1ALU•IaN9 .R[ ONLr VALID FOR ALN.PINGS WITH As.O. DESIGN LO.DS LP' TO •O:, .` P•. p f -�L BAL PROTECTION PRODUCTS, I.I.C.w2 hH -, GLOBAL PROTECTION PRODUCTS, LLC. do .»a -T2o R. Am PN"61tNaTH ,r 7o e'-B '= fl�j fL RIG \ _ --�, GLOBAL PROTECTION PRODUCTSt UC. GENE 5 SEF OETALS FOR M15TALUTlON INTO WOOD FRAME BUILDINGS ON SHEET 1S ? 'S 1Q �'' -' YNRR+MIE- - IL E C O /NC- ` y F ''•... `� IL E C O INC. Q OR �-- O ANC / / 4Rmp 6.R 5f 6111t11 •e0G SW. e, 9,RQ/ .C•'•., , Nat SR. 31 STRQT W; 2 FOR NLR WOOD FUME CONSTRUCTION WOOD MUI/[R6 10 SE SOUTHERN F Z 6 SEE SN[Cl 4 FOR DETAIL APPI ICABI.E TO iHF N[[CSSM FOR THE INSTAL1AidN OF '1y"ESS �, ~ •b TMn R YNNrRUN-COVANT O.K FC Wt. 4' T}�{Ii�i� 04NF. rL s3s,• PRO Na 2, W/ SPECIFIC OCWS(n' Or 0.66 OR FOlM4. 4'rr'S,)j A�. �' J ^'"'"t'- i N> 1�0`6'R1 H'1�L`gINO COMAMY fN,t. n 1111• h, J ONA P / W aw a, -,a RraPa I, MIR NHoa: LoNNM-n43. FAKE (WONT-i», 20-176 / , � � t� nr r,RY ,� lzp.- nYM[� (q.)iii-TALK FAR US.)iSP-Rm 20-176 Hr'Hllr ,INNMU•` i n• MA .rWW�i. n nra ,!!•DELI fa3.)iBR-/J43, HALL (i'N)41Ihe»7 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STL:000/W000 BANOS llll II/11 LMMi1 .,.� . ERN nr•.Fa r- yl m-,a, - ,rl r ,•, ONwu40 ,M PG SVLL-N CA-000SFIB r+'r •N R er.a PI"•F,° ^° _ - _ ••.. laSln,-r.a .�.."nFa m-ru. e G-OOp6119 PL 5EAL/SeMnAe/wn NK,OI A 1ar11 >. r.E IWo+WG /OAR Ails,__ -- T alAln lJ p N. NALTER AJ1090 WW1 Jr. P.IF ap ,l-rtl G-aWaT19 -Im 51"T 14 d M r[ 6tAl/T]IoanMr/nATt WALTTA A tarn ri RrRt » d ri J --' Nil' HIEig ^ W SHEET N0. SH 1.1 0 - ANCHORS (SEE SECTIONS ON SHIM 17, 16, 19 a 20) !' LLA%. 3A/17, u/17, yA/+a. 36/17. 40/17, 50/1 e. 3' MAN I• MIN. 4W/10. 7Aw/10 f Mw/30 NW/k9, 7aw/u a MN/20 +' uIN I 0 0 0 0 1 0- 0 0 I I , l L�11 - - i� .-------.--- i � � I I 11 a)a@I nfFAAAA s�bR. -Kk L.. � ut w[ !. i ,Rc"A• lsti`sel .wn ! • co w,6 I 1 .10a: I 1) `e.Vi6 PEEEA CCNG"TH 11 rtN NIR rAa•R H , i (tiff 5GH[DUI,ES V -1I I V.- i , ,y -- - .. - � IrIJGTtgN . IJrC lA/C1Y(PAra emroY coNNRz +D.M..®ar�jp_-- - ------ - - - -- _,""""'' ,ra ItA au'" • fto• Ace. `O'gA1'- 3• "- 3./17, AA/t7, a./la, xE/17, 48/17. 58/14. J' uAx. 1' MIN 4W/10, 7AW/te f MWnO EMRIOR DIN/11, iwI10 / NW/20 I' YIN. - ANCHORS (SCC SECTIONS ON SHEETS 17. 18. 19 a 20) - OPTION2 FOR LIFE SAFETY STORM PANEL' j: ELEVATION SCALE 3/16--t• I/.•Ira W LXMM `w� OAK fAgM'#•IOf. WYD/, 1�1)m� f /; V I?r /,-\ �1 SECTION A -A salr 3/Ie•-,` IM11N, MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND pA•, CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE aY . \)UN,i'a/9 I 3 No.44167 A __ * . * :1 i FLORIDA BUILDING CODE (High Velocity Hu calls Zon• QF • ; IV °7a7o ,AR<O. 1C. f P .[` (GRID �j. 20 GAGE GALVANIZED STEEL STORY PANEL ..� DRAWN R C.- -- at ma0 �yan•~"" '/ 1 L E C O 1 w c. GLOBAL PROTECTION PRODUCTS, U.C. a. /-yf'7 ` L "oe I.. n STREET --.1. Lyy Tqr- IN 'Zj,SI e[1WANr Mw- IL a33" ` N : fmr ii�IN3"i .., t•a pglN_ (WN1eA-TNe rNl: (NLa)E6f-ban 20-178 --P 1. 31AL/SIaNRWLnAR G•",a rsa aM N alb_ - LarWwo N.. rKR. A 'ILUT A, P C aW n_, _ N - ern ,e d m MAXIMUM A. S.D MOK PANEL LENGTH 1 MIN FL SEPARATION I PANEL DESIGN PRESSURE L (It.) TO GLASS CDNDIDON RATING (p.s (.) (SEE SECTIONS) .55.0, � 72.0 8'-fl" 2 3/4 UNBOLTED INSTALLATION DETAILS FOR OPTION COMPONENTS FOR SERIES 2000 dE HOOD E-Z HANG STORM PANELS z se _ +5.106• (TOTAL WIOM) _ - - - 2.7ao'- ---2s91"- I. _ - 12.500' (FTEE('iTvE NRJTH) _ 1 -1 �.� ) , �7.250'--�1 �J� - - - -6 v.' I Jso' - - j00' -/�' • 1 • - a.o• }DO' . ISM" " ' `� I I. 11 - 0)S' � 7 SOD• r 075' 1 1 � ;. I 1� ,/"'�'-""\ D.o3a M" TMCK ��, ��'�"{ ; HCMYED ` r Ty1 I' 3.300' III 2.2.a' I I- TrP 1 2.app• r f �M{� ` 2.a57' iz,'AsmlessYP +'' pµvAM1E0 fJ, COG[ __ 1�I L,,� 2 iN' I 11[�D �� GMD[ DO M"IWM � �J b[tAA A � I _- - J\ , _. • II ' G-MT CKV. A f 4BI ,,ram• ! �_-._- } •. /-5�`R. a�3 •. P11.1 l�,•� I -�',y 1 _.1_ ..!-THINE ...... Q $]'DRY PANEL ( - z+To' - Q O2 REVERSED 'h" TRACK O3 REVERSED "U" TRACK WNCL'S CND LN' - w/ HrvMrn L'OGf- � / + DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 '.• IAPCON ANCHORS :Ja' 11PCON ANOHDITE I(a' TAP'CpN Mf:,10114 f: a' TAPCIXI IWL,IORS • 9' D.C. a /• O.G. a 1. CC • 9' OC. POI/RED CONCRETE POURED CONCRETE POURED fXNKNEi{ `. POURED CONCRETE f]R CONCRETEOR CONCRETE OR CONCRETE '• OR CONCRETE • BLDCK REOIARD ' BLOCK PE Cx I[ fILOEOURED 1 �,: BLOCK REQUIRED0 J __ Mo.. Ypa. � , ,I I YP«. � _4WI. _ E.U• �' LO• Ep• ' Lp• 1 1 '€onT �' caa 1 ' 1 1 I I,r.. uweAta, ro � .��� j w ,1v,wrna« ro (, jt ; r.. nWwna ro �� j r ow+w,l m (�I r •.:Ne`wiolu. w '�-° /- �,� c �. �fs+L(Ew n M ,Iva (rn a I +Ka, +e (tit. ( oen ,a I ua+ IW) � � I w�'�i0, t4 I E7u571PRj,-; � fk EkISTINp-, � b, 1511ryQ�J E10.SnNf...j TEN [:[Ass I � 9 c1Ass I 1 d 6 GIAss I I , cuss I 9 I a `y��� ; rppf � i j w I � 3� V. : �i!, ��` � 3� 1 � A� I ��r ( I*' � � : aa�•s,l 'r I :, � I 6• IV 3/3)• P 111. -ao-r «« I I , � CHAIR!I,, i ,�'{' I I I ! I I I 1 I I I I I , I I I I isEjl 1 ' , I ; 1 1'An � I ED. I �' E.D.• \.� ED�« 1 I (� '4I 71- __r�MIL__�IE-a_.��' —,/2'�1/.'•-20KJ/s"5SN.SN/ � 1/IY-20«}/.i.5. Y.S. w/ - + ��' )/6••aJ/S7' wlNc NUT WASIRR 1 i/a'ns/J2' WHO xur WASHER i/a'• • J/Jz' wlna xuT "-�4� '..Ja /u' wPw a T7 ,/Y cc (aEYaw) OP"+ ASkER a tT 1/7' O.c .. + nu, WASHER (BEYOND) I a 7APCOn ANCHORS 1//(' rAPCpN 1 '.' TAPCON ANCHORS 14' TAP017N ANCHORS 'O + 1 /2' UC --'�>fkClgRs (STAGGERED w/ 9TIA) (STAGGERED W/ SNO) POURED CONCRETE -DURfA CONCRETE _ PpIRNp CONCRETE k°uuREO CONfJIFiF dl CONCRETE BLOCK OR CUNCAfTE BLOCK OR COIW;lICIE BLOCK ,3P CONCAfTF (1l.[X:K R[DUwED RE(:UWED REOI!•tED PEOLIR@ WALL YOUNi1NC INSTALLATION WALL YOUNTIN�j INSTALLATION W� MOUNTING INSTALLATION WALL MOUNTING IN SECTION 3A SECTION 3B SECTION 4A �,C_TjQN 4� • REGULAR PANEL 4! LIFE PANEL •REGULAR PANEL ! UFE SAFETY PANEL srAlt J/y-,' SCALE s/e'-,' sw[ }/e'.," SCALE J/e`-+" '/=•' E[I VIMI• • a MRANCMOIIS MS f Meaaa,71E 1NmN .aST.n aNlAtpl6 o WOOD FPALYNc ,a"VAX _ --_ " MICRON a • vNe (E_) _._ + _ BUILDAG Yn4Y ANCHOR YKNS AN DISTANCE Al[ WOITED Nw ••o•Rrr_mEC �D«)____'- Sgl[DIIT FOR ED :Ei 11aH NpUID ON•r ►+ewwrMIW1 .-._. SCHEDULE REDUCE ArCipe 9.AC1%D BY, IAAnnr«tO 6PAL04 L•,Aw ON SCMDIAE AORA, u am IIIOIOB R M iOItDMWD fAC10R5. FOR THIS nPElwitf•I rp RE PpeaWl4 REauo I In• _ M SIACWa [MWNLL Y9Y10 rN:iflN S/NLL NET 3 ,/%• - e[ LESS 1,NN 1tMAwA1 SPPDwG YHOURO FOX EKN AN</Kw rn[ ON TIHe SIPQiIIRC _- 1' .- ' DD 3 ,n' ' Nurrlcone WOO112* D INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM TO EXISTING WOOD STRUCTURES I I. _... .. _.._,•'• . - -' I ' I / PCON e / O.0�, O a O.C. TTAPCON � I _ I W/I 1/2- MIN. MRFAMD LV /2 MIN NNCAOfO � / � FI-�' HEADER PENETRATION AT WOOD 1 PENETRATION Al J'/24 U a eEwAq !• 1IOa / / /,a.,- 8Y1 ,'/24 J'/244w/ O•rq1®�A�._.________-•[sLTNOTEi�eELr�l'•M�22,^.-1'24!-(�oNYM.n m)—t-�I•S`!Tt�E¢,nRaBE11A0 r.'11pPrNEL j a, ND a __ _._ SCIYDIIIL ON SIQT lh Tait WOOD SCRlIa- a'- <UKNEIE A1IGIOR6 II'�IeA SEE SeCnikp4 ON vEET m r,M„ / {� I • M., _-.11 , M,' 84S ... nro.) ucH vo ar (q 1,,. - �='T=- T - -- _. —tie'-_ "'-- - ,/,. +/,.-,_--�,--__ -=•.`.-_'• - - F.r Iv. T l I I �T N �. I I I ��i-' I c y '�' I I' I I. _T' -.1 '� I •1 1 1 I l 1 I I � �11' I i I I l 1 I ,; ; I I I I , I I I ;• I I i � i II i i I I I I I I � I II i I 1 II � I. i i �i II I I I I i I I I I I I I 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 - T .. .. •. _. _. i _ I . , ... .-. r V. r ..... r I 60 k '\' � I T °° L 1' -AM) I PAIEL rn[Ieet .ANCL tnn •rt[RtOR PAVEL '. (fl0 ) l 1 ( TOR ( 1 PAN f p ' I E fnnlroR IM%In wTuloa PArN.L I IN [RKKI ANFL «D BAN[ taw, PNrL (END, u ( ) ( ) ( ) c u , lei xo,T 2 S. a xLDr 1 1 I su nor S a snow = E INSTALLATION DETAILS FOR OPTION j(2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 • a' TAMON ANCHORS , .a' TAPCON ANCHORS • 9' OC IN 9• D.C. PfNAiCD CONCRETE POURED C.fRHC11E4-- OR CONCRETE BLOCK �. fM CONCRETE BL 4aK NR.. cD• - • 1 CONT�T1 Nr<rlmua M '. '_° 1 Ten 4 I Ten N) .i 0 1 EYISt11((,.; � �, 1 C%1511Af� � x CLASS 1 1 i 9 GI A53 ' A___ 1 /14-10'0 PANE:YAK Plus w/ 7/e"0 . 3/37' wWc N;ft WASHER Be r/a• oc. POIIRFD CONCRFR OR COIkCRt7'E BLOCK R[WIR[D WALL PAIN�AII4M srxE 3/e'.1" y+•. /.•. SEE elm +e • m MR ANc,NIRs Trot •" m[ °1m, warn sPK,Nc FOR 1eTALLAiale Wlo WOOD J ) r1E11[ eI,wDIND rA PrIIaWR War o (NJ IeNYW ANCHOR fPKRIG3 AMD 1•NAKAI maE oerwL'c AM IKONwIlD ON THIS ___........... a .. _.___ 1 �_ _.-_ _ ,,q, w ai '---. -._. lC1NJ%ILL FOR co ITS! THAN IVDICAti6 ON P Iw) ,tar, •r fKJ ._._.._.._. ' a Ir: sutol.t emllrt Ara+011 sPAala M wLigrRaa slvrelo SHOWN ON SCAI[iKAf 110aK FL pineit assivio Ile1p1 R M r0LL01IN0 rACTd6. FOR THrs OPERATION 10 Ix PosaL(_ REolaEn + ,n, � _ v.cwc onA•E9 us•Ic rAcfoe s,lPu uar a t/: - - r L833 THIN YNYW SPKNC e,Dx111e0 - ,.ao +AO FOR EACH ANCHOR TYPE ON�sc1EDULr 1 A 1 _ _ ITS:' \,\CENSF'•.,9 PANEL J 1 ' �7+-10't Pµ[lANTE PLUS N/ /a•• . 3/37' wNc NUT wASHCR (BEYOND) POURED coNCRnT OR CONCRETE BLOCK REOUR@ WALL MOUNTING INSTALLATION SECTION 59 • LIFE SAFETY saLa J/e'-,' PA SEAL/9GwNPF/WR N .y Q a i IL 7 S Raom ru+ecw wc. 20 GAGE GALVANIZED STEEL STORK PANEL PP ORI11K R GLOBAL PROTECTION PRODUCTS, U.C.01J'r10" .Boo z r n mNn MML R. 3aN+ "Hart. bN)•ee-aNO, rA%: IeNR•e-ma °"E IL ECOIN.. � f tt---�T�(l10 � ~AN, •, w aw, rrrlr —.r yN. 20-176 llal ,e er q rµRR A RLIR J•., P.0 I C.F'AIERII NOTESL VYM E-1 HANG ginou PANEL r_ticrtu t f-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P. E.D) HAS BEEN VERIr1ED FOR CONPLAKF IN B ,'I NINIMU4 EMBCC1MfN11 OF TAPCUN NICJICIRS µD Pµ[LNATE FEMALE ID a PµE14ATE PLUS IMO CONCRETE ACCORDANCE WITH THE 2020 (71n EDITION) a R THE ORIOA BUILDING CODE BLOCK S/NY1. BE ! 1 /a' 0051GN WINO LOADS SINu BC OCfCRWNCO AS PER #CTIGN 16200E THE AOOVE MFPn HONED COOC, B.t) MINIMVM E1°BEDI/LNT OF ,/a•• % 7/6' CAIY-M ANGIIgftS SW4L lX I$ 7/B' INTO COt+CRETE. FOR A WINO $PEED AS Nor RED BY THE JI1R15pIC`TION WHERE THESE$fAliTCR$ WILL M INSTALLfO AND tJp EMBEDMENT MO ANY FINISH MATERIAL SNNJ. BE PCRMItTED roR A DIRECT Irr FACT Ka-O. USING IN )-, THA. . 1(kNL Ofr 6$ S G ASr.E D AND SHALL NOY EXCEED F MAXIMUM ( 5D.) 1/4" e20 SS SIDEWALK BOLTS USED SHALL 6E LONG [NWJGN(SIH(wlD ANY nN157[ MATEIIw. EXIST) 10 DESIGN PRESSURE RATM105 INDICATED ON SHEETS 25 a 26. ENGAGE J/A' INTO ANCHORS, W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCC 7-16 SINLL BE FIRST REDUCED 10 A5.0. DESIGN WINO LOADS RY MULTIPLYING THEM BY 0.6 Ik ORDER '0 B 3) IN CAS[ LENT PR[CASi STONE. OR PRECAST COWCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE w/ MAX. (A$b) DESIGN PRESSURE RATINGS INpfA1F0 ON 5MCE74 25 a 20. MCHORY SIWI BE LONG ENOUGH /0 I(E11[:H THE MAIN STRLICTl1RE BEHIND $UCH PANE15 ANCHORAGE 511N1 BE AS MENTIONED IN 9.1) AND R1 9.7 ). IN ORDER TO VERIFY 7FN1 COMPONENTS AND ANCHORS ON THIS P.E.p. AS TESTED WERE NOT OVER STRESSED. A J3fi INCR[/uF IN KLOw.II[ Sl RC55 FOR WIND LOADS WAS tl0. USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BfFN NONS • ALL OF THE R DETERMINED IN ACCORDANCE WITH N.DS 015 (C SMALL BE INSTALLED r [1l LOaYING H 2 ) µCRECOMMENDATIONS MO SPECIFICATIONS Or TN C ANCHORS MANUFACTURER STORM PµEI'S ADEOUAC/ FOR IMPACT AND FATIGUE RESISTANCE f1A5 BEEN YCR6'RD W ACCORDANCE WITH SECTION 1626 UE THE AI)pvE MENTIONED CODE AS PER FENESTRATION TESTING LABOPATORY, TNC REPORT / 432, AS IaROTODDlS TAS-701, It 11 AVdI BE ME RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TA$-207 AND TAS-70J IS 10 8F ATTACHED 7D INSURE PROPER ANCnORAGE. THIS SMUTTED SHALL ONLY BE ATTACHED TO CONCRETE. STOCK 2 Mr5 SYSTEM INS BEEN DESIGNED 1G BE INSTALLED DN ME OUTSIDE OC THE OPENING ACCESOPENINGG THE OPENING FROM THE DR -I FRAME BUILDINGS INSIDE w/0 ME :15E OF A lAp')fR OR LIR THIS APPLICATION IS VN K) WHEN INSTAL UITION IS INTENDED TO BE PdIFORYLO IZ MT INiNIATK)N CONTRACTOR IS TO $FAL/ON+IK N.l 511UT2R COMPONENT FOGCS w1/1CH REMAIN M CUNTINIHNlS f RQ4 MC 'NS10E Or STRUCTURE, CONTACT WITH MC IlUILOING 10 PkiXNT WWD/RAIN IN CAULK µD $CAL S/IUt'ER TRACKS NI AROUND FULL 1 FN(iiN J. SET[IE5 1000 INSiN.t ATION 15 APPI (CABLE TO SMCL.k AND p0u0lE HUNG STYLE WINDOWS WNCN ,N$fN1AT10N 5 gLOl11RkD 1C BC PERFORMEDFROM ME MSIUL OF $TRJCtukf ,S SHORN PANEL INSTALLATION SHALL. COM/KY wlin SPECS INDICATED IN THIS DRAWING PLUS ANY FNIIGWG AND ZONING REGULATIONS PROVIDED BY THE JUH15D7C LION WHERE PERMIT IS ADDLED i0 . W( I Sf 5 i0W I N5 MLA7 LOP1 IS APPLK:ABLE To SINGLE µ0 DOU1ilC HUNG AND N0INZONTAI 51.•1)f RS STYLE WIN(1(7W5 WHEN INSTALLATION K REWIRED TD BC FfRrURYCO FROM MF INSIDE OF STRUCTURE. la ATRIUM WINDOWS AND DOORS, INC. E - 2 NAND STORK PANEL SYSTEM- IS PW7171F /OAIei S. ALL ALUMINUM EXTRUSIONS TO BF 6063-18 ALLOT AND TEMPER (UNLESS UMfRW1SE NOTED) 10 (a) THIS PRODUCT CVALLNTION DOCUMENT (P.E O,) PREPARED BY THIS ENGINEER 13 GENERIC µ0 DOES NOT PRON(N: INFORENIIUN EC1R A SITE SPECIFIC PRpJ[C T: !. WHERE 7NE 511E CONDITIONS DEVIATE iWOM THE P.f..O B. ALL ALUMINUM SHEET METAL USCII AT CLOSURES SHALL ENVC 3405-1t14 ALLAY. P T17AC OR 70 BE RESPONSIBLE n (ti 1 CONr 0R THE aLLLC ON. P URC11A5 AND INSTALLATION I E INCLUDING LIFE SAFETY W MI f ALL SHELL SHEET METAL PANELS, SHALL HAVE STRUCTURAL .ITV STEEL. A51M A- e3J MAN'. A Min f1NVµr �. S PROD U.T BASED ON t1H15 F LLI. PROVIDED IQ/5N T DEVIATE INSTALLATION DETAILS FOR SERIES 2000 AND HOOD E-Z HANG STORM PANEL j11 !INTO POURED CONCRETE OR CONCRETE BLOCK -� Ls,T wlc�allRaNA+ow ----� r..n �,nml"� ---,y � zoma� ._._{�' or �•v�y rr aKn mF \ (Loa rkWalAa ----\ •a+ an) I / tAen rJ1 � ` oR ear w ,�'yl'c Nur ♦ aY D< [•�O n%omA"' ice°"-• �.-, G �`� Sic 'w fP Lawn raga I-�-i:`no a«d - f � 5 wDlweD-� ---•+'P-�,-c+ -- �<°.oWw� � I i '-�:iiozv T � Po,loaR �L. I I I-: L I I : 44 L_ �- `•. _- i'. ' , 1 \ T I _ i'+°M1'a e/aDn W +1 8 IJ.v-N.a/r ; I {.rrrozn'lT I � I •nan ' '-T-. I -. .IWua ,tAo ra 1 � I 1 a ' I / rwO RVr • , _ IT ffi ,1 (`I., - S I (a¢ Lair I 4 /� I aloAr I H64r 1 1 �. p Y 1 AWII 1 � I ( K�IkirM•W. T I i 1--L U O U raw' 0 Y I W Q Z Z Q J d = 1— L - SHEET N0, SH 1.2 = 1— L - SHEET N0, SH 1.2 -L MAXIMUM A.S.D. DESIGN PRESSURE RATING (w.a+}_) AND CORRESPONDING WG L♦_1W Y PANEL [NN LR vUff FOR SERIES 1000/2000 E-2 HANG STORY PANEL(D SYSTEM :WLJD_QNLY_E9R..pAtit !- l&i!''�FLa:LaL tl;L I'_Tft.L :_'Th,LI..3,1; p�IYJI(MUY ASD P 1 Mm- P L 1 MISEPARATIONIMAT,pN �"Y,C'1DM5 YO uWrl, A S (P•c) _l- (SEE__-_ ) GLASS CPANEL WG1gN - - _ - M 0. -,5.] i 70' IRA LE$S 1 1 9 e / I BOLTED 2 3 Y 7\'r 1 31r eeD. 53 7 o OR less 7 I I e / - BOL,Ev • I k .'w SU 2Dv] S.S.1 R MN(PINI A OVERLAP k Ok M AIWT L.ENODI B9ppLL / // / YPAfiVRI[D EAGLE PAN BanOTI IY R •• �' .1 I r . Y _ _ 1!.h ,11P1 M., :+TI •t•,..41:17 •,•1, ll. NMI ;. a. 6•, G APC MAXMU4 a5.0 DESIGN MAXIMUM ANCHORS SPADING FOR E 0 - ) 112. " APR/V16Lr TO .- - - PRESSURE _ -. -__- ___ .._.__- TAPCONS CALK -Pt WINE Lin, ITAWE 0 I.MiMCE PLUS IANY SECTIONS O"W1ATGN 4VNNeAA PANLI RAT! FIG 1 L0mR "' A l > ,o caNalrz ro tancaElE to COMLREI BLOCK t 0 LOWUlTE ♦ or r1101 12' N / 1` I I N A / 1 2 N A / 1' 2 N A 1' v A 2 0 / R I ' P 6' f 1 5' B- I' (BOTTOM) oM 4' i ) -- I• BOTTOM)+._.. 6-(( I ,r !. III 12" 3 _ j 3• ,0" __._._ 12' J" -.-..�__--+----.{_ S' I S' I a- _ ' 1 .-P SERE3 856 S! NIA / N A N A / N A N A N A 7 2 / T x' (BOTTOM) __ ) 70 OR E55 1' ._-_. N A / -Y- 6 1 2" / --T N/A '___.__ a T 7' / ___ N/A __- ___�.___ , 1 /1 N A TOP / 3 (TOP) .__-...._. I._ ___ 1 ' 2 N A / 12 1 N / A I B 1 2• I / I N A / 1 9 1 Z" / N A !' BUTr04 r( I f N/A I 12' N/A 1 12• I 77" N/A 11- N/A i (TOP) I 12" - -__ B.,2• _.-. _ t B 1/2' 12' - .�_ 11' 12' n' __._ 1' (BOTTOM) •Ull"I To 56.0 Pit, ASO, DESIGN PRESSURE RATING e SEE SHEET 26 nXi AI CHM TYPE 1 SPACING FOR MIST TON I .A,A S INTO e"700 FRAME 6AAM ANCHORMINIMUM WS AND LOM CODE aSLKARE GN n SCWDU TO [ D S 11MN MU'ATED ON SCHEDULE lDutt A1aPVIK.IG IN MIATIPwSPACING NG5ON 904EDAB+ iaLnwc FACTORS 04 MaPIcMgN m°f POOOKL REDUCED StMC„a OBTAINED m U3NC FACTOR St.L ]MpKAYD NOT BE 1E15 T1AYMtlw 10ACACINaurzD FOR EACHANCHOR TINAT ANCHORSLEOEWD MDM 10% I/e. I/e. I Ile. 1/e. I~GLIX-w NIQIMI[ e NW({IaAI[ w. RK•all f/RDAs -. ] 7 , Ill n I,r •.MITI oMRnr M) 7 )-._ �_ J --. ) o.Ir,R. arA P7 ) ) , 2 / 3 +n , ADRPL W "BE MEOW 'L7 -- 3D .pL1D1c - - - I Ir-- _ m-_. P. I -_ -.. ___ _.. __ _-_._ EI im ,m I + REQUIREW'C S 4y DISTANCE If ER BOTTOM Of PAIL I ( 7 AND TOY BE 1 / - / --)Mo. _1__0 I +1 N( UIRES MI.. q TAfRWBOTT OM OPAWL AND to BE ] ,B' 1 1 JT 6_1 MD> BUILDING CODE (Mich Voloclh Hurricane COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _ - 15.115 OTK WIDTH) r - 2 B - ----12500' 0rLtCTIVE WIDTH) _ (_ 1 L ,250P -.'93' 1/4e-2W)J: - %50" - 3 S- STUD I NITTED `I- a 1/.• (TYP.) - ; I - 3741-. 175• O ANGL3 a e /4' SOOw,•. '--1.3So• - - 1.3w . - 131So' _ I1.500' ,.230• - .too' le°•-. aea'10 - -• MA!9e)a/YLMISD) - !HEMMED 0.04 MN rwp GKMAMZ[0 STEEL 6'I - ,.'\ fI B7r ? 9 'M4- Yt I.SDO' COGI ASTM A6ST rYP 1 ?.000 .tla4 ZOO' - - y aN' y. 1.015' '_.. -DFrAI-f 1 GRADE DoWMMUM PENNED' _ I 2.125' ' � ._ _! DETAX A 0-60 GLV 4R Cord + L�1.SOp'---1Y) 1 _ -iT9 it� STORM PANEL - . _- _ .]75• j� -1.350- - I.Sm, - ORAL A-.. - 2.000' - 1 PAWLS SPILL K IMSTNALD ALWAYS - 2.367• . ANY ENO AT LLEn10 TSIDE OF P2ANE`L 2� `H" HEADER O3 `f` TRACK ©ANGLE WITH STUD TIP. top EOGL R -1 0.024' (4iN ) P1AAWI S END LIP - I J75' •270' GAAVA12t➢ STEEL W/ NEAR,ED ED" 1 tO OS' - v � PANEL ' !-.� -/-" /<> - .0' i ' - \ -: .'/ 133', •)/0' / 1, y I �%, ,,, w� -___I__. - �' • 1 7i _. 00• 1 :' I � ( .625 �, , I J 0.175"+� t` I II1:, 0.250•. C.250 - :_�G. _- fMMCD.` 1 .07" •.625' �_ 1 -7 } - 7.59,'._ _ , . 1 \,�.-/,� - 17V0' 4 ,I I - PEL - - i i ,1� OR - 1250• I _ . t v ISOMETRIC VIEW DETAIL A 133•r _ 1 I �•.rro - I .; �_.' 7?0ROUNDED CORNER O ENDS Or PANEL'S I --2.J76• - END VP W/ HEMMED EDGE. , - I9957 MS• ,!. 1 I `-_.4)62%- 125- (N.T.S) 375• '-�T ,YP. BOTTOM DEM7 E 2500- 1 � ' (5 KEY HOLE WASHER I EDGE OF PAW, AEYAY66t..f 3750• 077• .oat• 067• (YYP) '�• 3105-HIS, ALUM AUDI 0 KEY HOLE AT PANEL - 7-' - 2. f 21' I . �- • SEE srtET 6 FOR wOr•O.k -013' I. I .i SP'- - _ 750• _ �1' 1250• 3H• O SLEEVE 2 1 alt M�NOU ' ' 2.000. - I Z.000' - 175' I -L LIMITATIONS R SLEEK LENGTH 15 11'. 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BUILD -OUT NEW TRACK 15 & � WASHERED / HI11'1 N 1 WINGNUT _ )M. w•Pr .IrOra A MiFP ,,,,, H -III • a,n`.n`•Yo .. w �04711 G-0006719 - n+cld 111HIM-761a r..: nkl)a m, 20 175 All - a N. TRACK ANGLE ANGLE (TAAIAC 3 ALA) PE YA1rdMlRE/ML wnume A !BAR J.. I.E. a4XT I H Ie INSTALLATION, DETAILS FOR REGULAR PANEL i1) -- INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON E%1SnND POURED CONCRETEET$ SHE9 THROUGH to) EXISTING POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK SHIRTS 9 THROUGH 10) ROUMRfD. ACW,IKO. ,x .1 ' �P TRINE LEG I LD / ,3( CONCRETE ANCHORS 11 EXISTING POURED T CDNCRM REGULATED // _ -( (SEE SCHEDULE Dry /,•. SHEETS 9 THROUGH T(I) - l \'t ii� - e.� -- '°^' - I L. PF, * `., -"%zr.. RIEt ., ; .+'<1 , OI ,,, _ I _ Pp ,IMreP READ , - - ':'. l 'i.. - ew6o1 lot SLTEW 04 - - 1/7' /4• ' 1 4' ,1 1/.2 F/ Sl. YS ./ NIP %�l MAX MAX CONCRETE ANCHORS 1 cc -/2' SCHEDULE ONT �y -' 1 1 (SEE - 1 11 1 SHEET$ 9 THROUGH 10) I 1 J y_�,. I Lp I NGD4s,Un [/p•\}- / 1 e MPH. 4 `1:/ I E.p '% To It E I -N9'• 'r! +`, I PANEL LENGTH / 1 C,P9, I -%: E D I ' i I (Sri SCHEDULE ON SHEET 3) (__ E ! i r,1'•-2m1• ,(J + ( I i�) I SEPARATION Mift 1 +- (1 FOR SPACER.g1 1 I r ) \_, A SCNE000Ew 1 Ls IaUs . I F I 1I 11 • I/ 1 ��� -I GLASS, S i._ 1M,A 1 -1 (SEE SCNfDULE 1 /•'•-Eon• BI b� I !1' T ILRE PLR fW4 n DON 10 GLASS I IJ.Y-Xm,• E ii LD'•m a" r-a•) .I. -I (SCE SCHEDULE ON I R I ON SHEET 3) 1 l uau n N SPACER 1 I I Ma.. A Geoln • •� I PAIR LENGTH 1 SHEET 3) Al I (uW 19II swu •l• YO.. ; f 7 r , Am, 1W 1.16 1 DARK 11 uN Ol CMR r-e•t I (SEE SCHEDULE I^ LD@�I PANEL LENGTH t ,ER,T�,,. 1 I Jen. f ON SHf1t J) 1 , (SEC HEFT AL 01+STIN(,-� 1 E SEPARATION 1 EX -1 , --' ON SHEET 3) I + CNASS I ,0 Cd1155. ; (D GLA55 _ Y , I I ; 1 (SEE SCHEDULE 1 SOX • T I �'., X I _. I T 7 1 ON SHEET J) I Or •t' 1 i C '. 1� OF i I / �1 MAX S M4 /-' ; ` I .._, I 1 '• 1 I AI i (6�• SPACIR I ED I _ I I ED OF Y i 12 t/2" O.c. T "] 1 �e n e I I 1 A L .•.n-,: W Am,' 1 I �_I I ' $ l! I,flp INN 1 C ____ 1 I ,..,.,1..._....t ,14 w 0 It I/: O.C. ANC-DRS •,-. ---- 1 CONCRC`[ ANCHORSA.CONCRETE EnSTnG POURED 1 (SEC SC-TOULE ON 4Y (SEE SCHEDULE ON `---1 1. ! 't -,;,� CONCRETE I EOOC IX WALL OR SLAB SnECT< g TNPO/TN 1p) SMfRS 0 iNgOOGN lO) M '' \g�2 1/6` LONG MAX A.UWNU4 REQUIRED ;. (ACT. CONDITION) - SPACERS O 6 I/1' D.C. VK1U FOR _ O/• EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL � � OR CONCRETE BLOCK C%I$TpG POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS :�\�:.. REOu1RE0. 0R CONCRETE BLOCK ,G( 1 H• ALUMINUM SIKONS a (SEE SCHEDULE ON REQUIRED -01� M%7' - LU_ _ 12 OC16 . (SEE ABLE SHEETS 9 THROUGH to) " SHEETS 9 1 +p.) 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Ron- r -.--. Tvw OL a=__ ►I.TERYw ♦TIVE 1_DP HOER WD00 FR!(aV,r' .'ci0 Uy'-. \.�- , / j / I� Iwc .aw, [r al aTRFn :4n "N"'M' "e,,,Fs,r1'• •tir,'-'t!r't� 'c �S(� ,,,rrr 1-1 Frsr k�No'T,TcRIN9 DUT.Mr F.vIF. FF 1.Ti1. 1VP w 60711M wT1NIM0S C.w Elf (}TWWNCD IN NAY CONDITION k A_MCI4�0 IEx'ATN3N II,IIV/O ••t(,t� 4 ' • Wh e, JM - 111. PRIMAL. IV1+)6W-T,M•1. 1. fAM)AAF-11.1 20-176 w"i TO SLIT NIY INS,ALLA740N _ _- - .. N LN` r rH„n. LAAt r IN•!.11.1M• ..... -- ,. ,/1' . 1` 11NFHI lv000•IA'-- C +IO YIN• r cAA'wXi Nn' NOTE ,_'FR TRALKS N(n ,,'*. YR 'V. 1:1MIIT, 91LI/flr'H•'tu'°T/FETE --"- W,1LR A low h., I. PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK A WOOD 9(HG1E._EANE,LS.(i IRESSRAYIF.O Ai EACH AT.I4P,QRRACKS (3) - 1- f j & �4TLOM Et1R,�(IItL7 1y DB YA1H TRACKS__L1A?&1, 1% DIRECT MOUNTED AT EACH GIs MAXIMUM PANEL LENGTH "L+" OR "L-'" (fi.)0 ""MUM A'S..0 SN PRESSURREXI RATING CONCRETE a WOOT, 14614LAATION3 I (P...f.) I.PT .) L+ - 4 ' zaD r7-o p °'_ __ ?30 I ''_a• Ir-e' - II a' _,­0._-;` 30o _._. .X70 _. ID ,a' 10_-O• -- 4D0 ---- )o-r 9 -I- - a -P' -_ 430 P e- _� 500 9-,• IF- 4. Sit; BY. r e D' W.0 _ ____ a .1_' 7 7•. 700_. __ > C 7 0:. 750 - ._ 7-5-1 6 10 900 7 7 - 6 7 -.- t 0 -i:- 0_ S 6 " __ 9P0 ­6`_ P_ e 9 f7S0 _ 6 9. _ 6 -o - - ,ODD a 5' s n' IQS 0 -. R 3' 3 9 -- „oo .._ .. 3 >_- --s 6 ,ISO - 119.E _- - 5'-3' MAXIMUM PANEL LENGTH %+" OR "L-" (ft.) 0 WMMUM ANS.O. RES G CONCRETE a WOOD PRESSURE RATING INSTALLATIONS t (0.1) I. PF -) L+ FL- -- 75.I 12 fD _I, a fD IO II'-7- - T P•_ 3D0 - 330 ,D O 9 e -D t: 430 9 1 6 -Y SOO I 7 s _1 53, D a ! 7 -0'--- 600 e o 7'-5' 6750 ) e 7'-2' 7D.0 1 s - ,,-IT- 7S0 , 1 Oa i____ o e r .! 50 _ IY 900 -70 ° P e _... 95E ! r .. 5{a - 1o0D I 3 !-7"_ too .o �6 J 6 -•' _. 110.0 _- - 3-T� Ilia --- p .lo.. �-6•-- N9.R MINIMUM SEPARATION TO CUSS SCHEDL41 .0 SPEED , I'D ma I,! WIND SPEED > 170 m. P.h MAXMIUY µEl LENGTH (I") __ _ UNR57RANED RESTRAINED ULRESTRAINED RSTRYNE.D 30 DR LESS -- _. _... 1• I I . 6' _ _._._�- r - -- 6 ,/4• -- 33 To 90 T.._ - "a! 145 1• r 7 1/a• ___. �..._- I• 1 1• +/a• -____- 1/r ._71/2•�7 ,• I r - i 7 ,/r >in ra ten- MFN111wilIM PANEL I.FNI (In) FOR A GIVEN MOUNTING CONDITION TOP DIRECT 1. •U' I i3S'^xl 5 Y• .r "LEE , •Y RMG` IG 00,14' i HE*",- I HEADER i ANQLE TIL N OW U11 RNS - ! DIRECT 4(luta .6 57 37• 35• 55 . 50 AD- �1.5'xI ...I. . - . 7. 1 4 5 STUD ANGLE 3S' 1 32 32' 4)-.._ 3BT ,a. a r TRACK ... _ 5a' 32' . t, 11• 42• -� Or. so. 1 60. �11lD-dlYIt1�DL'lf ANGLE T SO' 32' 31 Y W_._ Sa•_.._i____So' e 510E 50 32• { - I 32- , ^3e l 60 x'-T_-sa tcum 2/4 1 /4, 3/4, 4/5, 5/5 & 6/5 am 1 W/6. 2W/6, 31I & 4W/7 W 3, VAX ANCHORS (SEE SCHEDULE ON 31 WALK -1' MN : - SHEETS 9, 10 all) -I• MIN -' ---- - - - - ' _ __- e o o a I DM.. s , a - --- - -- - - - - _ - __ - \% O O' 1 1 I I I I I .. I 1 I - F - ' .- r-- -T - I -1- T - .- - T -'r '1 _. _._ _-1-.'-t-----, ' ..I--- .. --'.- _"'---r - '--r-f I T 1--­.. 17 T O r I 4 ®' ®® II I Y I 1 1 I 1 1 I ; F- - - - (. I i I ; - , I �y 1� i , 1 ) 1 I.. y 1 I i I 1 I DI I I .� 9 j' I,4, -I i - i_:_I -- i i !UNBOLTED PANELS I , - 1 I BOLTED (PANELS W/ t ae-20R7' !(SEE SECTIONS AS I 1 I i SS M.S Bar W/ d0 EA OVERLAP 'APPLICABLE) I Ii (SIDE SECTIONS AS APPLICABLE) _ , I I I ,. , I I I � I I I - I' o ! I I 1 I' I I $ j! i j I j I I L�'�41� ) 1 I I D.M.. 3 ®, -- ,- -I- I - - - lgt 0 Qr ® - 7- MAX . I' MR 2/4 1/4. 3/4. 4/5. 5/5 & 6/5 I• PAN. 1W/61 2W/6, 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9, /0 411) REGULAR STOI�t!��ANEL 0) ELEVATION I/,' M. ALP 2.U7' N.T.S. _ III (MN. (A R6 p -I 11F4E mewl) 1 MAX//`\ 1) SECTION I . `-✓ N.T.S. \ I Oil) HORS; L.. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ASD. OESO4 LOIN. L-: MAX ALLOWABLE FAQEN LGTH FOR A GIVEN NECAINL A.S.D. DESIGN LOAD (2) PROCEDURE 70 OCTUDOC MAXIMUM PAIR L04WK CNEN A POSITIVE AS,P OESGN LOAD. DrMtUW VAX*" PANEL LENGTH'L♦' fROM SCHEDULE, GIVEN A NEGATIVE AS DESIGN I-. DMItWNE MAILMUM PANEL LENGTH 'L-' FROM SCHEDULE FINK MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THR WITH IN WrCA 114D PANEL LENGTH BETWEEN 1.' AND l-'. (3) SEE SCHEDULE BELOW FOR NW PANEL LENGTH FOR POROSITY OWIJrICA7gN, 1 INSTALLATIONS INTO R000 ARE UNITED TO t 95 P.I.1 MAX. ASD. DESIGN PRESSURE RATING -�vASAIINt 10 1 I1 FOR MAX ALSO. DESIGN LOADS I, MAX. PANEL LENGTHS FOUR ,'L';LQ14",, SPACER IS USED . 4` - f ' 1. S •• "r FLORIDA BUILDING CODE Non High VelocityNO Icons Zone) 0. 44167 '; S nor rio7o m(o. INCWe 24 GAGE GALVANIZED STEEL STORM PANEL *;IT VIARII BY �l'•. TA EpF F.^�'=4-� _. �i'_ ILG GLOBAL PROTECTK)N PRODUCTS, U.C. °Rlai° 11. 'snw S F " GRID �y ,/ A • 4(r�a"'T .%^••'-fO i cWfR 1. nrw feA 3NI a, XH- HAWK L au1. 20-175 5 b,,rS/ "" , a. wei"n�MW r ar crwJaw- eu. ru rykr)w6-4», f""/f NAG\:, L�I.Y. G �i-IM r oew•1 nNfNE�•UN/OI'n RKf �,,HJt,"", _ WIQI E v +k _.__._-__. ___, _. _ __.___INSTALLATION. DETAILS FOR REGULAR PANEL -1L--'----________.___ STRUCTURES LAID 1YOOD pp -__._: SEPARATION I -� 4 - WOOD ANCHORS .___�.. 1 _ TO GLASS 1 J I,...._ I -TSEE SCHEDULE ON r ,/a•.-T0.1• 1 (SET SCHETRIU I 1 ,/.••-aml SHEET Ell '. �; a3 6 Nub can 1 oN SNER 3) l 1 O I (Arn Y e 4 1/4' cc 1_ A 1 I 11..��.. - _ r 1 -7�- NTCFI RRR T-f1 T. ; •L' M. +1` I .___1 . 1 EX,STIy( I 4 LENGTH HEADER i ,I I 1 � I I 1 GLASS I I I It WOOD ANCHORS 1 (SEE SGHCoIaF REOIJJIRC ". I �Z ..,� I 1 SET.PANmf0vt _ �.. I (SEE sC1EWlE 4u: I .- -11 -. . ON SHEET 1 fORI 1 •' 01 i SHEET ii) { - MATE. - N I '- I SPACER //2N I O r �idI GR1 i � ' �,) OF j ! I7 (-- . ' -T-- i + WOOD HEADER. j ` i i '. I - MAX ED I WTI, 1 REQUI.,0 I Min. II. (1 1 1 ___ _ I ' I S - z-- ` I 1 _ l f- r> ED _ - ---- 9� ._. __.._� I I r-1 - i r-- I , ( 1 . 1' VAX LONG ALWWIN SPACERS O 11 1 T I , �11-- I L_� I i O.C. (SEE TABLE (l ON SHEET I I j E 999 I MA I 1 1 1 J I J SEE NOTE " BELOW FOR LIMITATIONS FOR �.� ,) 1 'L' I FCPAKATION I "L' MAX 1 I JI MAIL. I I", LONG SELVES. 10 GLASS I PANEL LENGTH I 1 L1 PAIR LENGTH !III !ji ' (ON SHEET 3)E 1 (SET' SCHEDULE I 1 ( (SEC SCHEWIF _RANEE MAID. FIANJ q OR PANEL MArz' O SIICCI 3) 1 ON SHEET J) ! i /a'• sm+, ' i i PLUS (SEE SCHEDULE ON SHER 11) II ''' I tifw 'AOAIRA- i Ii'', 1 MITI 1 1 1 Ills' NOR 1'rR E SEPARATION 1 _ EXISTING I 1 1DOM DWI r X1 Usn,"O___ _ t TO GLASS. 1 PLATE WOOD ~ r GLASS , (SEE SCHEOIAE I (a ASS I ON SHIEEET 3) - l� � DIRECT MOUNT W/ SPACER 4-6 `' j t i ; ALTERNATIVE 2W' �- r I I+T!+ I �- j) _ I - 1 I � 45A SCALE 3/0•1' 1 I. t III ..� SOX I • 12 t/1' U.0 SEE TABLE 11 ON SHEET 11 FOR MAX. PANLL LENGTHS a - I P . N MAX A.S O DESIGN LOADS FOR THIS INSTALLATION. 1 ! Or 1' I I O r- L r-; 1 I 1 '1rt`, MAX' 4 -.i :.,..... -. 1 I 1 !'-- i i h f _I I I I , 1 WOW ANOKMS ' III LIE E1EDE: _' - i Ell I _,i _ , ' I STAGGERED W/ STUD 1 'L -I-_.-_T.;.. ._i-'=a r ' (SEE SCHEDULE ON vocal M MY aE I I/r LEND Ir' _-1 -, - � _. . _._.._. ... _._...-_..-___ - Start II) (1) PIEWMAl10N a LeWi[9 1OBHA�aN[ aIORY WAILRAY WRN 13'-0- ' 1'v4' WOOD 1 ...0 !I A(IS= TRW AM' { 1I dR0114i PIDwrt aAEwNWY AB �pDTRI,TIW mww PLATE REQUIRED i ROOD ANCHORS I- MN, relloollcN To MJS9 moc rm � 2' 4` WOOD 1 STAGGERED W/ STUD " LCdI I IF ROTE REQUIRED �") a' Vf�M WOOD, WT ccPlandn/NAPE'` ' - _ .. .: P SHALL waaK 7 (SEE SCHEDULE OR I mMGS"A6 T 0 Ile GC. SNEE Y H 11 NO WLRD WMN ! (I-% ilA AOTNCIGH FROM fI 1/I' O.C. TOALONG NL011'm ON I ASD, nm9LAl 'I j MIm e). iRATING-45 RAaH9 tl .a0, •aa Pa.l. I (J) MAX. N aLRC LOOM LIMITED 1a GT OR=O _ .1 - " rMW O LE S A ' (2) MAXIMA s,aNl PAIL LE1Gn1 6 (i14 O A Rm1WL 10n •11011 IAAI>Dt eA,[L LLNOnM ALLDIES ON t 7L.� 6CIIE0UL IPQT It). , j (4) I 1/3' LWG 9PALLR CMVOI R AM WALL BE A5 •NWATED W ' WALL ►1M�OUNTING (3) ram PAL Poomiul ION a as., SIdr L #MAUATMW Of I H E i W •no AN D6nND eoo0 rWA1l WALL ' SCALE 3/a-1 1AXD FOUR WIND t1Xlt] 1. ) AM ] All OWEM 0 w I'll RNA SCALE:J/9-1• (4) e,s1ALU,IPI +FAIR ONLY ram -mE-Lew SEWOMG AO Ill Imo (741 romaw) or ne mommof BLAIDSIG VIBE I ,o 1. 2 a] Will A r I P1NP111P _.. - --__- ____..._ -. - - A. T...-. --- - - t ...:..,.. it NOTES, ��' ,\CENS '' :;- FLORIDA BUILDING CODE Non High Velocity Hurrlcano Zone 1 INSTALLATION A D F R L RE ONLY vAl 0 MAX.MA S C. B n o 1. 2 No, 44 OEOT 1ft . I,E f N12TE._ LDN.-9f_SECd)ONS-1 f9Ji..C4L�xi(L87 24 GAGE GALVANIZED STEEL STORM PANE 'a_ L EL DESIGN PRESSURE RATING (p.a.T) AND PANE: LENGTHS # ; oa1rN eY TOP & BOTTOM MOUNT,NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * C III j'd'• STATEDF-'- 'E"".✓ Y GLOBAL PROTECTION PRODUCTS, LLC. °'/}7I[ O COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2w') NG. \ art 9 • ILIEE INSTALIP.11pN s 0,,I .• f(ORIDII :•;' j' .-_ Hurt , TI,W NON� GOMMNY 4ela SW a, v11L7 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD +i°\, C01 • > M-M WIN aMr WW �[.i. arl vn a1r . IT .+A20-1n.,.� (. 1 _ .Ilri,M.IMI N+1XW, 14a,)M-,DTI. f. f4o.)M-en)MEMBERS , S/ TO BE SOUTHERN PWE No 2, W/ SPECIFlC - )M,YAL-I-.--w . WM NUIrDENSITYOF0.55OR r'A'o0peNfA/W J EQUAL. fbgA MAtJM+r A AP,EIIc NTO , HALE_S GENERAL NOTIE� DAMn FOR WC=Ae TMS' .AW,r L E-7 - STORM R1• l STORM PANR SHOWN ON TH15 PROpOC. EVALUATION OOCUMFNT (P LD.) HAS EWEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W:TII I1E 7020 (7th EDITION) Of THE RORIOA BUILDING CODE. THIS STORM PANLL SKNI. NOT BE INSTA.UfD AT H11W n OrSiGVELOCITYHIJRLOAD{ IXES YW41-GALE BROwRRO COON F> L L ( > ro P r T n F wlnc [ ICI MI L LYTERYI ED ' N 160 0 N MEN 0 COX Lfl A 1 T ilf 0 n0 OARS 5114tf. BC AS CR SECTO 9 C ABOVE NFD i P l FOR A I I TY FACTOR SRF1D A$ REQUIRED 11 BY iH J R WHERE STORM ANEA 'MIN U 'NSTALET, 4NU tl (XRCT OhAU 0 EG REEL E V IS MALL N KD-O BS, USING ASCF !-,6 NVU SMALL NO ExCfLP rNE MAXIMUM (ASD) DESIGN MF.S:SJNE PRONGS 1NDK;A7ED 011 SHEETS 3. 9 THRV ,2 a 17, H6 IN ORDER TO Vl R,RY THE ARCM CONDI/10N, 1ATIMATF DESKIN WIND LOADS LMRMINEU PER AXE 7-H6 SMALL BE FIRS' REDUCED TO AS.O DESIGN PRLiWRE RATING BY MULTIPLYING THFIA 01 06 IN ORDER ,0 COMPARE THESE W/ MAX (AS D) DESIGN P S' RATINGS INDICATED OR T5 9 TNRU I' & 17 10 I OR R aVRC HAI NC ED SHEETS S. %1 IRS' F TO VERIFY AV, ANCHORS ON t.PS P ED AS III IJ WERE NOT OVER STRLSSCD, A J INCTEASF IN ED OWANLI ` f N I• W -H AN YS IA-T'N 'WACING 14' -N AMWE IN WrOR. OR M U F� 201 1.EC THLI A T S ! EFC > AC N4 fi W(K1U > GEE OCTF ➢ NOT Kr.OfIM. WITH N. I VICE FIGS 10 e "iOk4 PANCL'S AU[U1ArY rYt MAPTAwfNO RESISTANCE PCEN vEalr1ED NKCORDAN f WITH SECTION 1609 1.2 IX M P I'- :II ! I1 AN O 19 - AS THE AB[M VEMIO:EU CO'JE S PE Sr 0. `',UiM f ORIW C91 a M 0 ( D 2 O7 09. A R STANDARDS, CAN 1[ LM >C L RE G N I - \ - i AN TW R f REPORT I'3 1- ID AS WR W SSID 2 99 A ASTM C _JO 02 S ANDMDS 0 AMERICAN TES G l."N SCORN EOR1M E J I> U HAS +.+I AND TAS' 203 PROTOCOLS, AM) AS K.k CALCULATIONS. PFRIORMFCI IN ACCORCANCF W/ SIC7T N 1604 OF THE N ORIOA RVWGAG LUCE _I S" 7 A' NU INU4 EXTRUSIONS iG e _ 6 lCY' 1 M R UNI-E.S OTM :RW St MO � SEE FfT Z M 1RU BE D4 AL AM) I +i ( E FC 1 SN 4 • IHi[ 1 :I IMF) AT C uR� H , 1+5-N114 ALLOY 7 l_ ALt1V IRA :U/Ff NL N .L OS IS S Ail NMT 3 ) i IT "1 A- Y 6- C YAM"" ALL r C 4'i VAN l NA Sn[1K I1RN WK Y STEEL. A. V 6:f.J GRADE BG MINIMUM, 00 1,AL .EC 5 LE. SHEET METAL ELS Y1W K '1 DESIGNATION TY. I )LIP M R 1. S EEL t1E11t7NA O w 7 2E RUILEC A S ALL SOPrL WS TO PIT CENNl C1: SIFEI IUa OR 3l6 N11 SERIES OR CORROSION pE:S'S.ANi ELATED CN'•B(XN STEEL S PFR WN 50010 W/ 50 WI YICLO STRENGTH AND 90 w1 TENSILE STRENGTH ANO SHALL COMPLY W/ FIORIDA BURO,NG CLUE SECTION 2.11 3! 4 E BOIT4 TO BE ASTM A. 307 GALVANIZED %IIFI.. Of? WA !CA Sf,Rll'- :7.ANIf'S5 S1FFL. MT'1 30 LSI MW:IIIUM YIELD SIREhGTH ArlchcL+s ,c WALL ,HALAL BE As IOICI IA) IQ EAIST+fES; _POVBEP.004CELTL - I 4' H R Y I T W -[ INC WTI I 19 P TPFCON ANCHORS AS MANl1FAC1, D B dH;ILD[ ( :-J 7 / t Pe..) - 1/4' , -I if I,r A T� O a• CALK -IN AIY110R5 AS MAN 1 K. .NFL) Rv OEW I YNC - + .' 1 I T I ( Y NMI a: HI SPECIALTY J • . !/ - SO,O-Sf ANC FURS AS UR TIRII F, P N, FK) ..0 W. ff011 aCO un r 3000 TE 1 P G,.- 1 I C 1 r Y NSIR :TRW PRODUCTS ,L PANFl MATE !.MALE pl 6 ANELMATE P.US ANCHORS AS MANUFACTURED B ELCV CO U( ROU CIS 1 4`e NNW , AS MANUFACTUREDW I INC / LAW(' l ANC WXI. RY UE AL . A 1) MINIMUM EMBEUMENT UP IM"N ANCIORS INTO POURIC CONCRETE SHALL M 1 J/4', 2' FOR ILCO PANLLMAIL ME e F m OR 2ALMC VIAL ANCHORS 1 S M 7 ' INN UHF P' NIU rU FIFA IO E.M9:OMEW INTO Al CALK IN a SOLID -SET ANCHOR- SHALL of EMBEDDED B U JU , NC 7`. W<. 11 W N W F! EXr 1 SIUCl:O ::14MI. HF PEPMI f0. 1/.• •-20 5(Wt _ USCI7 SMALL EIC l2" LONG MMU SHOULD STIJCC TN W , H ANO i' MINIMUM FUN W WITH NL SIUCCV AND MAY BE HEADED SCREWS OR Al RfADED SCREtYS C ' ENI V K 5 / MIT WITH wlNc nun A )) IN CAS( ,FIAT P1E(CAST "-TONE. FRII CONCRETE PANELS, PAYERS, STUCCO OR WOOD BOARDS RE PI),NO LW NNE EXISTING WALL OR FLOOR, ANCHORS SP:AI.I RE LOW: [Ni Ill REACH THL MAIN STRUCIUR BEIIIND SJUI PANELS •NCHORAGF SHAH, Of A% MENTIONEV 'N A 1) AND IN A 2). (13) 10-LIKATINO rQKR.LTL_;J QW_SAL.L XrIII._C.-90' 1/4' a TAPCON ANC;IKWS AS MANUFACTURE.() NY I T W TIVI OEX. INC. I/4' P 17/a' CKR-IN ANCHORS, AS MANUrAC1LIREU MY Of WAIT, :NC 1/1-• X 3/4' SOLI, -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW BOLT & SPECIALTY ,:O E,4 10 VALE. -MATE fEMALI IQ ANO PANCLMATE PLUS ANCHORS, AS MANOrACM31TED W {ECG CON57R11CTION PRO _w 1/4" • 2AIMi N ILIN MCHCIFS. AS MANUFACTURED BY DEWALI. 'NC O.Akiv R_A. B 1 i V1InMl:4 EMBlUMf NI Of IAPLUN ANCHORS. fLCO PANELNAfES AND ZAMK NAIIN ANCHOR, tN1U UNI. ICY` ., BLOCK UNIT SHKl BE I I/,• _ ;• III 9I CALL IN Al SOLID SET ANCHORS SHALL! HI fMUElllkn 7/0' INTO 'HIE CONCRETE &OCR UNIT :40 c avil ITC 4'f SIVCCO SILALI BE iERMMEO 1/4- 0:20 SCREWS USED SHALL BE - '/2• LONG MINIMUM SNUULU to IIIi ;T. * AND I' MINIMUM FOR WALLS WITH NO RUCCO S -D'• STATE B.JI IN CASE THAT PRECAST STONE, OR PRET.'Ar, CONCRETE PANLLS, STUCCO OR WOOD BOARDS HE FOUR E-IORI EXISTING WALL. ANCHORS SHALL BE LONG (ROAM TO REACH 114E MAIN STRUCIURE BEHIND SUCH PAN 1 ,,, ••.. ,,. AN::HORAGE SHALL RE AS MENTIONED LN 0 11 AND IN B.2) "M... /ONAI. IC) ILA .A'51LNV MGwLi"MIN. SPLf9,,L (BMVI)T_-4 0.x.le,N_, - I /,'e TAPCON ANCHORS, AS MANUFACTURED BY 11,W BUILDEK. INC /!4-III PANELMATE fEMALi 10 AND PALE_M"TE PLUS ANC4ORS. AS AIANUMKTURED BY (LCO C'UNSIRUCTAN PRODGCIS, - , 1 4 R P R N • LA0 SCREWS t U.1 - )' ICE 191' 1 I' TINT • b' WE 6USNWC 45 (1 . N. ,ETD B" K POINT SIraW N i <V C TY I(XT L t Cx a E IK 0 C I I WNIMUM TNREADE➢ PENETRATION WIC WOOD LY iN'CON ANCHORS SNIVEL DE ' 1/ 2• AND 2' FOR fLC.0 PAINFLIMTE FELS AND PANCLMALE FEMALE IO MINIMUM I THREADED PENETRATION INTO THE 1 1' MIEA D ''.) NMJM RATED LMIRA I(W CX LAC SCREW, U f WOOL FRAME VMr SHALL BE 1 O GE At INTO T '1 N' A M'PENETRATION P(Nt TP KIN N 0 S UGGO SRUKI Of L U SNl1f.REU 1 PART IX L REQUIRED THREAE>ED LM M T G INN() ):, s- A INN Al IN n,IF w, F TI W EU:C DISTANCE U tN: 5C4(Yf5-. WO 1 RC S . C LD . DRAWING . 4 N N AI 1 I 4' I I ' 1 C NfNI I C MINIMUM R ETR 10M OF W17U(1 BUSH NG SR,K.L 9E 5 B •-7U SCREWS VSED SHAM fR /7 ON MlM / / E STUCCO 'A [l IMM 1 WALLS w TIN STUCCO SWUNG . LN CO E 1_ AND ! N lM F'1)H ALL NO f • - FOUND ON FILE 'n 'TIN C 51 M CASE THAT PRECAST UP PR CONCRETE vAN+ .FWD E E G , ECAS 514WL. PRECAST` C ETE LS. S7,JCCU UN W000 BOARDS BF WALL, ANCHORS SHALL BE IONJ ENOUGH i0 REACH nIC MAIN STRUCTURE BEHIND SUCH PAIRS. RA N 1 N' IN I ANCHORAGE SHALL DE AS ME 10 F0 C ('1 t C. AN H •NA NISI , t Ii AI'. Of THE FICCOMMINNA11 1, MIL' 'J, I.II'K:A.IIDN- OF FIT ANCfITUR'% MANUCALTUTC N. ID) C UAS a LI d! N EU UL LuwW L E ON E S F P A ° I 'T H T Y I N: LN TI 'i H - rl 14 I THN KIN (SHEETS 4 8 PANELS MAY I_A Ot NS ALLLU ORIZUN AIL OL10'M L >lA_LA ON Of- NV SOWN 6N 1!C U PI 6 L S IN I S fY !'PT FIAT n AOCR$ N, C rrw c t « SIYAL.L m B. USED a TI IT T 1 I THE RESPONSIBILITY F R T" NL'Y 11 f r H STRUCTURE WHERE SIMMER R M i SNAIL 3 fV NE COMMONTRK O U VERIFY TRIG SOUNDNESS J L 3 vC 1RE ,K C SI L � 0 BE Y 1' i t H A ` 1 r f Ai AC fC INSURE P ANCn E HS S LITER SHALL ONLY ATTACHED r N K ITN WOOD RAMP 0 SU MO ER OPAL. 1 O L DC CNEL , _0 CNEiE BLOC BVIS.CINCS 'U EA41 REGULAR STORM PANEL Wit" LENGTHS 'JL'TP 90' AS PER SECTION5 , 7. 4, 5 6 AND ALItRNAnKS ILA', 3- 41 4W ON SHEETS 4, 5, 6 A '7 RESPECTPA0. SHAU HAVE A LEG,BLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANf.US WITH APPLICABCL RlINI'ONCEMCNT DURING rY.NICIDS OF HLITRICANE WARNING 1' f INSTALLATION T 1 T F R.! -T'R 1 G , n, IN tN 1 'I WIT HE > NJA ION CON RAC DR IS C SW /CAUL t . SHUT I COMPORUN EDCE_ WHICH PEN ,.ON l UD JS CON K IHL BUILL'INC III PREVENT WIND/RAN ININUSgN •1 - F Y H `I i I t I . OVID 4N W'i.uAn(IC SMALL -It COMPLY WITH SPECS INI,G FP N HIS ORAW'I P I$ ANY UI 1N AIU lONHC' NE(U' I R S 11G LU 0 ID G PR TII T I` AP ' r ' PROVIDED JURISDICTION WHERE PERM a R.lU f, E [n E ERE M P A ' I J n THIS SITE LYALLMTROJ CT. , I,4 W CO)r PREPARED THIS ENGINEER 1•. F I AN [ NOT V.MUE N' C (CT E F C C) CC B' CN EF ,.0 G DOES FOR A ,n 7 w,l -H 1 DR snc sFtc c PROJECT. I M ERE F sTE ovOnlrw M THE P c CONDITIONS LrnATE Two E E D I T SELECTION, N F F f III!- T. fOMmAC DR 0 RE RE:SIINSeiLI f0rf THE SCLIC Gi VVRC.HASE. AND +NSt'MU1W WCLVGNG t SAFER 0. O)UC U tuSF:l I)H ;HIS PE.0 PHCMDFU HFJSHI DUES NOT OfVMiF nNOY iHf GONIXI,ONS l)f IA, CC OH THIS fX,CUMENT CONSTgI1CTION SAFETY AT SITE 15 THE C(bITRAf TQFI RESPONSTEIII THIS 1" 1 'L1 Nr A If 'F • 5 PHGOI FVN IIAnCN TiO_ MF WILL BE CONS0CRE0 INVALID MOD IC.t (d) 3TE SFKATC FROJCC,TS SIvLL uC PREPARED BY A II.URfW RE':KITR(D EwitNECR DH ARL:H(TPrI WHICH WW. BECOME TH[ r NCHNEER OF RE oRfl O.R+ FDA THE PROECT A WHO WILL 'POI FOR THE C M(E AND LL DE RS ENGINEER FE 0 E H12E OF TEAR. f O ITIT)ENGINEER'01 RECORD, ACTING Fc A c: URALTED EfFOR EA TO 7MF F E 0 Eh YNEEF .HALL 5u8)An 10 'HIS IATILR NNE SIZE `.I'EC,(N: DwAwPn:s FOR RLNLW 11-100 it) THIS PLO. SHALL BEAR THE LATE AND ORIGINAL SIX AND SIGNATURE OF ME PROFESSIONAL ENGINEER Of RECORD ThAT PREPARED IT ,A. :]MUTTER MANUfACTURR'S LABEL SHALL BE LOCA.TEO ON A READILY VISIBLE LOCATION AT STORM PANG; SHUITCP IN ACCORDANCC WITH SECTION 170992 OF fEOR,M BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERT OPENING LABRWG TO r.OMPLY WITH! SErTION 170993 O. OR. ROR10A BUILDING COOL [> ne4 NS .• '/' FLORIDA BUILDING CODE (Non High VelocityHurrIcons Zone ' 67 '; F^/= .. 2(' '�•'vC ,v l-G\l,'•-- -- -- 1 .11N -L I4A/Aa1N1yRL,IWTL _ .TIPTP . nu K / IL E C O Ewe 24 GAGE GALVANIZED STEEL STORM PANEL rl LM,,,,,, WY GLOBAL PROTECTION PRODUCTS. LLC. mot, e.. " rngn METE FI S)I,. rNOM. IFA.)eer-nNa ♦u ee.14A-Fro, n,N - 20-175 o IA- N. -11 I a to �' "harhaa 01 iNa �coo.RY •-. �'tlu II,_'HI " m- Uml•-•'�r+Iw..+. Gw:::71I MA�2wM ..R I? A,• PF "_.,,, 1 r r O /+` W O > W C:. HL+ ,::�w II L Ca, C cc CJI N ••p Co !< C LL tb . c0 O N N tR In O 6) N 7C-' 3 +0) -- 61 as w�. C E C w ,j., ..:C Cr_l0 3 N d .A - u m C CS = .= :.1w CL. .= c E IC CD d. T+5 INSTALLATION INTO POURED DETAILS CONCRETE OR FOR REGULAR PANEL L1 i CONCRETE BLOCK STRUCTURES T R ! QI K^MG POURED CONE E $,MUG POURED CONCRETE OR OOM:REIF BLOCK OR CONCRETE BLOCK O BL /); RCOUIRED. CONCRETE AICPIORS CONCRETE ANCHORS ! r' (SEE SCNEOuIE ON SIEGES 9 iHRWGn 0 (SEE SCMEDULE ON ;' 4. SHEETS 9 THROUGH 10) 'y I,1 �' EXISTING POURED CONCRETE OR .. ', I _ CONCRETE BLOCK \ REQUIRED, \,3f 36�LIIF Wa San1/4" I '., 1/1,. L ,__11/4' -_:..:,i - ►ASf e4 Ile cc MAX. 1 fi _, LIMN ) ICONCRETE ANCHORS f,<, TLC11 I I (s[ESLBEGUILE ON I I E D I SI+EETS9 TIRIOUGH to) I ls, - r I 1 (IJ cf) I i1i B G 1ARATION tr I 1 1 Mr. vA-_- _ B r It%n w 7j f 4. L.0 1 1 PARA� L 1 1 (NE Im "a Sto t I IDTH oRR rTl F 1 � TOP GLASS I � om t01 NMU s 1 IDo1M DIa. -n I I EX,STING (SEE SCNEDUIE 4� 'L' 4a. (SET SCHEDULE ;I I DU55- ON SHEET 3) I 1 PANE! LENGTH tl ON SHE It 3) j i I 1 I (SEE SCHEDULE R I . I' N0. IWr.0 LION M•.. I I I ON SHEET 3) R I ` GLASS L, PANEL LENGTH t0 GLASS PAWL, Cf NGM �(SEE CONCACTE ANCHORS , I ^ 1 I i A F I ! 14 (SEE SCHEDULE Ory SaCTOJ UE I (SEE SIxIEpIAE ) i 1 ON SHEET 3) (SEE SCHEDULE ON I SHEETS IF THROUGH 101 ;., 1) R I F ON SHEET 3) I.. _. A _1{11f h :, I OF°'E' GX�SR♦S N i 1` 1" EL)U CLASS 1 11 �'/) Y MAX50`' I 's•r )a.1• II11 11 a 1 1 i 1 ED '( - I`S TVA 4 1I N I( MAX f- ,': I -^ , . I CD 1 t C.D N I I + _ CD. I 1 /1• i ' t I F . -nuf EXSTING POURED CONCRETE OR (1( �q t p• 1/1" OC V. 1) p� 1 I �,S/A' I (AS APPUCAKF) � 11 1 1Nr ." 1U" dl CONCRETE BLOCK I i I CONCRETE MCAIOR6 J t I ' + t/.•-Ime SS .5 ./ NU ' '!�) -ILA --- 1'M- RDUIRRT, t' - I I I (SEE SCHEDULE ON i�•., } 4 f a ,r ,n' nL 1' Yin 1 _ %HEFTS 9 THROUGH 10) 1 1 ALL CC LOCATION E , - - "': \4`! ii (,� ONLY WHEN SO110 SET «CNN -IN ANCHOTF •.. �� POURED CONCRETE AAN USED « W/ ISAwNEN BLOCK ALTERNATE OONCRETE CONCRETE -. OR 5 Ails/ PANEU ED ANC DR CONCRETE APE 115E0 REWIRED. ANCHORS CONCRICE BLOCK STAGM STUD STAGGERED (SEE SCHRTX/LE ON If ON (SEE SCHEWU[ ON SHEETS 9 THROUGH 10) SHEENS 9 i.Rouow 10) SOLE 3/a-r SCAR SCALE 3/6-1• EN­,..."� 4s - FLORIDA BUILDING CODE (Non High Velocity Hurricans Zone E.D. AA EDGE DISTANCE NIlTLF�R CDYHINADON of sEcnoNs' = q•'• D, 44167 i - STATE OP C-',. * - - -. .'--. amw nnm. Kc 24 GAGE GALVANIZED STEEL STORY PANEL �} - / I I L 1 E C O E N c [\ GLOBAL PROTECTION PRODUCTS, LLC. PArw'W` °'nR7,1'010 (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE p'•.. '. F()RIDE[ It •1w----' - - - TiWLr • nwo Y. toto y,M%T;rri,))s)ttaeAE1 a SHEETS 9 & 10) COMBINED !N ANY WAY i0 SUET ANY y I.. , \ /3'rN7o t••> `/O rw"Fd J4a I .. 1 - n n,r -.- 4/W Irma ti : IWr1 .H-m1 rMONL: MIIM-7,Ha. ,A, Ew.IM-e,eT 20-175 INSTALLATION 1 yID 'LyP�-•�(�,�1� f1I".r-- �� r DR,P•a Me N"I "-;,,. M. � A, P L Y tr-III 11T•'�rt�­rz -m . A u 1e ----------------------______ INSTALLATION DETAILS --------------.__._---------------.-----.----- FOR REGULAR PANEL �j', INTO WOOD ALTERNATE LEG 4'.B" (MITI.) EXISTING WOOD :- LOCATION BEAM REOUTRED STRUCTURAL ADEQUACY OF EXISTING WOOD r._- 9E M TO BE CERTIFIED BY ,EO - EE REGISTERED ENGINEER OR i / (� a ARCHPRIOR TO 5HLMER RECT .1 INSTALLATION. IWOOD ANCHORS • 1. ALTERNATE WOOD ANCHORS_ r_.._ (SEE SCHEDULE ON •. I' M:n. - _ a.+ f•X rW�A RAD (SEE SCHEDULE ON SHEET 11) ` SHEET It) .h ••Y,. - LO --- ED- -. - `) ■KDEX ,rK SCIIl Go /4. 2m1. 45 YX ./ •AIr -tA AG ,/4. I -' I 1 - /7- - - T • ,2 I r cc 1 MAx __ -.... L I W000 HEADER r -,' REQUIRED 7 t Fla' I ,1_1 1 , I 1..•.-aIl," EXI$TING.1 (8) I �1 i - t [a RUIP ea.n GLASS S•� 1 I i WOOD ANCHORS ,.� 1 7 - 1 I' 1 E IV" ,/a• Pc. I 1 MID I _) TO (1 (SEE SCHEDULE EMI ' MLR SHEET it) 1 h I Y I 1 !SEPARATION 1 ! r - .1 GLASS,(SE 1 ( l.] I . 1 SCHEDULE I 1M�L->Dn' I (IN SHEET 3) 1 9i . AM r 1 Min. I SEPARATION TO GLASS I -L' ,"M [/ (� ' •YQ F' IRE! SCHEDULE ON SHEET 3) I -/ -W n' MAX I I LOeRI, O.al T41 •I• MAX. I I PANEL LENGTH 1 1 1 CXISTI L , A" f I / R p a PANET LFNOI,I M Ia' fWa (Sff SCREW ) ,eATN o14W r41 cIN SMELT )) (SEE SCHEDULE ON SNFFT 3) GlJLSS --( 1 1 , 1 1) I I Sd F 1 1 .. J 501E I I [1 OF l No 1 1 O IZ !/1' O.C. I L_�._.. , I EO NO FW15H1 1 '-•1 '" - ;2 /I'.-MKII' F AU OWED I L_� , ' ED I'm M. A� w6+la'9c I - _�:----1----`�`` . . - 2-X6' WOOD DECK RtDtRRED 1".4• WOOD PLATE RCOUIREO i T1000 MARS I -• WOOD ANCHORS - (SEE SCHEDULE. ON (SE SCHIDWE ON _ 3/4' _ 1 SHCET II) _,. ; :.. - CEJUNG AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/5-1' BUILD -OUT MOUNTING &IERNATIVE M n.R,rrNf SCALE 3/6-1- 0r!t A, T7(� l 4W 3`.' .CEO fA ,.•%� NOTES: I r tlQ7i�!]lZC4NE5NIi1QN_Df_ SECi14N:1. - NO. 441 61 - � LBUILDING FLORIDA t n h Velocity urAcan n CODE (No NI N • Zo • 1 . INSTALLATION ARE ONLY VAt ID FOR MAX A I F, TIT ' - * .pm nTlco rc. To T P TT NTINGS CAN BE H 0 & BOTTOM THOU 1 DR RATIO ..r AND PAN LENG) 5 DESIGN PRESSURE G s PAES ON SHEET 3 NEL (P ) IN ANY WAY r0 SUET ANY AS PER L L •a'. STAR WE 4 GALVANIZED TEE STORM PANE Z CAGE GAL AN ZEO STEEL STO L DAMN m INSETALLATTIION. 2 OR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 10 RE SOUTHERN PINE No 2, W SPECIFIC / ,/tv�i !90,4;- fE0 ... -, i F ' -- - C _ - C/QN _\ / IL E Y O INc- GLOBAL PROTECTION PRODUCTS. LLC. m TATE °"n DENSITY OF 0.55 OR EQUAL x1 AL E' - L��,"'' `nu�1`r'mlRo i-f'l)w'$IFNo +69° s!L. 3, STORM IIINI,INIIIT„ILL - I" Y r s IVIrIr Atla.a �n1r N:.`ii,ll��-.Ar Iy tWNm-I MARL. n. 3X]H m Mar[ (la•)40 I'SN. FAX paA)e44-ne7 20-175 PI srAfarauru"TE rxlXlPk71, +•'+• eft4m A tpMi PE 1 7 r.... W R-Ir 1XIAMMP w. 1I I p le _. _____-...._--___._�....-...._..- _____, .1.Illit, N N L Cn 2 (a O N _11I _41-+ V -a C Cm CO U "a - Q.- (n CD 0 U O 0 -C C C 0 c.. C O LL -� C ,O -I.-Q •4 A'1- O �I� Cn N Cn L. O W �IDL L -L .0 CO Q z z HI J 1 4-J p ^� W 3.1 `CU O L- CL CL SHEET N0. SH 13 I I It 11% --it I I � I I . - L -------I----L I _L_ . I I I - I _j -111 11 I � ,-[1111], , 11 IT ".1.1 %' it, I " I , "" !III -I- - ' L_! Al' 11 171 if I,, !III 1111 11- , - III, TI I 1111111111 I __ ! I - I i I I 1 1 1 ' - L R ]]-Lf' - I I f .I---- ____,.___._._,_.___________ .—­­---­---- - END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD SIRUCTURESO VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEM - �. 1; N I " 1'," I 1� li- 1'� � � 4-: , (�) 9 '(9 OR POURCID CONCREIL 1. � " I . OPICATTF SLOCK O"i 2' . 3* I OI 3103 .-I. OP , 2'.., *000 FRAME : ,4 :� - 'Im. W63-To ALLO, raw ALIA, �,� . �4,�) & V t� IWOUPFC, , � A.GLE WITH 10'. I I 3/.- � I 1� - � '12., TAPCON a I 2 0 C I -, � . . :�, .) M,, 1 � I : POURED CONCRETE . CONCROt � I . I I �,:,� I - -1, CLOCK DR 2'�.' *DOD FRNA POLWED CONCROE. �', 1 ./4*. I ' IAPCON I � .t I -�, / I s"'ad � ,/2 COMCMEY ( V K " - 2. r � � I .L0tARLU . � 1 , ANCHOR . I , . 0 I , - '... RAW 'PAW 11 I I- � �2 OR(# - , m..;- � , -f , Awn / I RIL"m 1, , I .Ii I . . � I I � . , , , Lj , ,,, '. \ XI/I. GAIJ . " �'i �, -=,5;- 1-: , 11 /�, "L �1, \CwT i.xf I " A ,�, � � � � , ..� � -� ' , I I . , -/' , I �, 1� _ - "� I �/ ��-.,� �-,*_ ,/,�'%: �,`Nolp' 4 I ALTERNAE Ulta L�TION , . "LL '11�1_/ � * 12, a C� � VARiES 1 2'. 2'. 703'70 . 2. , . So L 'M 2 j t. T, _/',_,­�, I �. .51 W_ SI L 37 - N,�. .OW*'�.�C7. POWD CONCRUIT. com� , - . 'v :_ r_1 N". .w SENT MATE . BLOCK 2'.4, PDOO IRAME ,zs. I ,z , z -'* i I'�, 2 . ., . , - " . im . 3;os.., "I I I , , , . � , W63-M ANTIR � I , f 2 ,/�* 1 ., . I I !1� I / , i REOQXR Loy I , - 7' - I \, I- , / I ,/, T��i CON, 4 � M. I tm� ANCLI I /I �_ " o, - , , __��,�'_ __ - _r - -11 --- - - - j M,s. CAP , , - \---,/ 1/-* It BGLT I' . " . 072' 0 12, Oc 510�`,I. OR 11033-111, -0, ",AC'Nu, r"t h- MGLL SCALE 1/4--l- SCALE 1/4-.1- SCALE 1/4*.I' SCALE I/'--'- __ , ; I Sou - SET OR CAOI­ �� � DR ELCO L-11 - I . , P0401" CONCRETE, WING. Im A, fILMA" .0 AND I 1 (4,�.04 CI) j�O OR CONCWIE BLOCK . 1. PMW' "'N' - �� 'aneorro on PANDIAIATE IU= " "5x C NCRE11 IMA _';'� �.WS I , , OR 2' I 4* WOM Is of oPvR%X5 V_NILDLAA ON 9. � - ( N. PANEL I - PRAI'm: REOLMO .P.Lr.-W .0 A I l) OVEN 2*I,4' NOOD FRAME .: MI -I T & (p I SPRLAP BEYOND �: Pairl" CONDOM CONCOM RIMI'MED .11 !r I __ EWING WIDIH) Al il-�l :'�. �, �: �: .�, 0 , _� LN� I _� BLOCK CA 2-.r WCOD rRAME 1� 1.4 . ... *IQU,14D I I I ",., . 1. �, j / !�,,�.� �,�� - � I , 11 . 11 �� .. I " I ­�, � I - "I � � . � / L.- - 4 - (j) OR C$ \ � I j 11 / ;4 1 .. ,=a Mo. 4 VA;41CS Ill I - / - I , I) mt. ;&'ANI: " " -1 11 -1 WAR PARALL. 5' � \ ,-. . I I � WAU (MIvrP Cal CNO PANEQ I X - it 0 DISTANCE ­�7 -I- - - 7--'� ,-�:- - I ,, . ) " 1\ IT ., w .. I I , . / - ..." _­ --- ). ,-----_-j � ,_", , wo, i / " ,� ; I=- .. Ran, IF 1�tjk .. ........ 00 ""�', " ; / / .^. ,0, z Tjf�j �% SCALE 1 /4'-I' � " N " .. . W­ ,0!0� - ....... /,� "', - I__-/ \ / 4x,.-`\f;E1v,yr`-..,.q�0,1� VA.11) FOR DIRECT MOUNT INSTALLATION ONLY 4 . .... .. -.1- �, " v .. I CERTIFIED PANEL INSTALLATION AT WALLS Wl . 4e , . 4 I SURFACE LrVEL VARIA71ONS WITHIN 3/4' ' x No. 44167 - " ! S 2 * . 3 : * ., W, i . . FLORIDA BUILDING CODE (Won High Velocity Hu IC*ne Zone) - a0loc. - I., QASE E (PLAN) �'. �TATE OP .-* 5Q 24 GAGE GALVANIZED STEEL STORM PANEL 4 SCALE 1/4-.1- SCALE 1/4'. I* S .. 0 .1 vixim, ff,� - ,,, Rloff,­.* " ­14 - __ ---.--.- I - .. . \0 . - I ;__ I .1 I I ;�,,,t . _,:�.. ".. , ,Vp��= ' GLOBAL PROTEMON PRODUCTS. U.C. P/`"""`B` - .-11 LIE C O... bIn � 11-11" \ .410, SA. 5� STRUCI .. . ',�,.,.. ,,,, 4". , <2 ..� kw a CHORRILERING Co.- 410_� , 110iff. n_ =11..Pee" .. - . jt,_ - - I ... -i7S I - - (-)--- - -) - - ""t (.�)ON-�. FIX 20 7z �1. ." .- ­ aRwwmK; w Ic WILISIMINI.E/Dal: ", , 14, " " I I I - ­i RII"I"I I - . I FLORIDA f. ,.,.I F-;;, I . I , - , � a a Is ._____­.__ . - MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-2-f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING STORM PANEL ,T) INSIALLATIONS INTO W90D STRUCTURE (VALID ONLY FOR PANEL (DINSTALLAnONS AS PER ALTERNATIVES Iffy THRU 4W. ON SHEETS 6 & 7) MAX. ks DES" PRESSURE RATING (P I f ) MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 - APPLICABLE 0 ALTEJZTIVEI I A ANY GAMPMATION or THEM MAXIMUM PAN�' LEN .L�Tif (".) TAPCON LAG SCREW I - PANIELMATt FEMALE 10 PANELMATE PLUS wow BUSHING - I sl . 1?­ 13, ___ __ - Is" _­ - , fir (TOP) ___ ..---!?- ____ 13' _. is. I __ 1 �7. I W (BOTTOM) ___ ---,--- 1 , si- - _., . _ 6 1/2- - -----. - 6 1/2- � -,--,-- - 6 1/2, __ - - - _ __ 6 1/2' _ _ _ _!22L_ 6 I/ , ?� L 2W (TOP) -.1. ­­ - ---- - - _ I � - I—— a' ------ __­_ __ 9_1�4-_ _ - a. _____ ­­ _ I� 1/2-_ _ _ B. __ __ ' __ ___�ye_ - .2 - -.--------, - - ___ � w . itiqlT.) - 3111 (UP) __ _�; 5-0- OR LESS - ___._ � . .I� - � -.1 I., 8. -- a . - - _ . � , 8 .-- -_ -­-­--- - A (BOTTOM) --- __ __ __ 13, I . - 13* I -_ - __ � __ _8�� 13* -.--- -_ _1T, - I*, P09 - .45. 45 OR LESS - - - 13" - � 13" - -, ___ :11 � 3 t . - - - - 13, . IY ii (BOTTOM) 13, _ . 13 I _ 13' _ __ _ - __ 13' � - 5 1/1'_ __ - . . ,w (lop) � . _ __ ____ 13* 6 . - - lit �w"om) . - I - .. 1­ + - -!Is"- __ 6 1/2' __ _,sL, - - a 1/2. - � _!?� 6 1/2' .­­. - - I I a 11/2* S T/i. (TOP) ?W__ - ____ ___ - . __ - - __ ___ 4 i/2' . ----.- , ___ � ­.- 4 . ­ -_ -_ a 1/4- - ­ 1. . ­ - 1 1/7* - - 6 I �2;" IS ve I - � - ­­_ I ----- - - �W_TMI) m (TOP) -66 ".-o' TO 14'-** __ 5 I/v - - - � -___- ___ 7' , , ­ .-"-,-.-- 7 . ______ - J� __�_T /i�__ ____ . 1/2' --+---- I lo- ,�,_ __ ------- --- 9 1�2- ----- ��' , ­ _Ii�,_­ -,-.- , _­ ­ A w � �. (TOP) . is �. r ------ ------,-,.-. . Is. ­____ . 13. ­.­­­__.___ $ 112, AIR (BOTTOM) - __ 'i . _T­ ISEE TABLE #1 FOR VAX. A.S.D. DESIGN LO4OS & MAX PANEL LENGTH" WHEN SPACER " IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON 94EEI 6 1 - 1/4-0 TAPCON ANCHOR 0 q* OC I roo 01. 1, MAX. A.S.0 MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 Ill 7 APPLiCAM MAXIMUM MIGN ' , PANEL TAPCON LAG SCREW PAINELMATE PANEIMATE WOOD BUSHING PRESSURE RATING AL7VWrVr, 441r. LENGTH IL (0-0 I FEMALE to PLUS . OF THEM (H ) - I . 3:_ ". I . Ir - 17 --- IS, FOPT- _ __ is, ---------.- 11. � _�____.,_ - ,3. - ,-..---- . IS' _____.____.._,_ 8. - ___ m (BOTTOM) --­i-1 -/�` - ­ ­ -- -6 -1 -/2" ­ 2-w-flop-) -- - 6 17r­ ­6, -.. ir-­- -__S-1 IF-- - __ -,--- ___ - �,7 ------ --i 4: i]i-1- 12; _________­_____. 6 1/4' 7W (BI 5,-O, .1. __ - ___ -, ,�2- - - I a. - - - 8. I . - _ - I - .- 1 iitr (TOP) __ __ OR LESS y 1/2- 9. a* ll . - 4 . ooncim) I ". . Is. 13' - - ­ `W_ft�) >+45 -45 Is. :31" . 13- - 'J. - __ ;s"_ _ - s. -) 4w (BOTTOM 1 . 75 Yb -75 . ____ I I - J. - ­ - ­ Is.,- - - 13* - I- to' __ -.1 ­ op �!_!!_L__ ____1j, ___ - Ir 13" 13' IT 1 /.. III (wrtom) - __. ,/-2-, __ - - � - 6 1/2* . ...6 - ___ -- - 6 ,/2- __ - 2W (Top) - a T-/i;- __ . -_ __ G 1/2- ­1 - __ ---. ____- --- -- -- -- �S-Tii� .- -I-2-1p. - >$'-a' __ -6-1/4-- '- -2W­(-WrT,-) L----'- __ - .. 4 112- - __ ­­__._..._. __ ._ _5' _ __ ______ __ I I/?- __ - - .- - -,-- - 7 1/2- - -.--,- , - - ____ - __ . - . - , _ - it- - V (TOP) -1 TO I`-S' " 5 1/2. i-, 19� - wFBND;:rO�) .. - � - - __ ". ____ - 1�__ - - --I Y __ - - - - _13'_ - , - - 5 -1/-7--- - - w-por) - . - - _._ , - 15. I 11 - W . 1 3. _ i- ms; - to" ____ - - ISEE TAKE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 6.4 15 I I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1 JAM"I a . A.S.D. DES" LOAD MAXIINIUM PANEL LENGTH 40 PSF OR LESS 6.-S. > 40 PSF TO 50 PSF W-2' 1 > 50 PSF TO 60 PSF 5.-I'. 6 MAX ' PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FQAALE ID OR PANEL MATE PLUS ANCHORS & Wl " SP,6pfi&1%%T,L4 1/2' D.C. �e A. Y14$", "' ___. . . ,,jj , k _ ­_ ,\ , , -1 .. * : .�, - - . EN , . . . I... - . --r- : . a = 11r, * ; * 2 % � It of llll�_ .;�� , S � , ATE of �� - -1 , - , f __ . % Ss , ,-I ,� 5 � ,4� � , " ,�% � , ; . . � � , - -$ , . , , i �, 0. . A . " ,,, ,�-.� - . �R I I I , ," 1, �p - ",� I'm._., �,�.;,""/DITIC __ FLORIDA BUILDING CODE (Non High Velocity Hur come Zone) .1m w000, - 74 GAGE GALVANIZED STEEL STORM PAMIR 'tN., ' ., 11LIECOm. � ­ _­ GLOBAL PROTECTION PRODUCTS, LLC. 0'/2'/Uw , 3 A 51 STRW CATE r im"ll a CeMowt - . - ...tZ - — " A- LRO - PWJ I'l-, DAME. n m3I4,w4Im_m7 lIlIom, (_)m-?iNXI. F. 20-175 DIANX, - IN, - - ...- I 7� - """.. :� �_,__P_ --!!!- M." � � Iliftn' ` al' ,10 *4" A It lA A 44107 1 I 7 ­_ ____ - INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) INTO POURED CONCRE E OR CONCRETE BLOCK STRUCTURES � EXISTING P RED 1/110 TAW,CW pla:&POLIFIED , CONCRIFIE OR AMC -OR 0 0, cc to on . BLOCK ,� CONCRETE BLOCK 11FOLARVO . ';� � .I )` REOURRED , CONCRETE , ," rf 111, � I 1. 'i ) I �.: 11 � i "I 'It � � ;, Im'. I I I . I- i ­ 7 �" t_ I . I /,. :% I �Z21111_1 0�4, , : � - ____ - ft/.* .. ,�' - --- MAX I MLAX ;. ----a I � �� � ­r­ I " 0 rx'"NG-1 I OLASS "I it I " I " . )r 3 11 � : - , t : 11 it �' "I , -GUPARI - , 70 GtASS 0 EXVING POURED, t c A � CONCRETE OR' '. .11 I CONCRETE BLOCK �.x REQUIRED 11 . � 1/4*0 PAMELMATE PLUS ANCHOR 9 12 1/2' 0 C I- I ,"I') 11, I. .!,Ai�_o 0. __ ,pcP, - r_41 , .,. ".. IAwi 1XNcIm ISE' ELEVATION ON "ELr 12) I [ (j) L/I : ­ ; I I i., C , * l : .Iff- - I i - 0 NEUMALS SOL IMET'" Is A 19 FOR ANCHORS "n a SIAC.0 TOP INSTAILLATIONII MID WOOD FRAWE 11101.0442% NOR ANCHOR SPAM14S AND lllklfi� EDGE DISTINCE ARE INOCATED ON THS SCHEWLt FOP to LCSS TNIM INDICATED 04 WHUW ROWC ANCHOR SPACRIC Ily MULTIPLYING SPACING %to" ON SCHED-f EIT TH FOU06M FACTORS FOR TICS 01410ION TO IN POSSRE. RIDUCED $PAC" OBTAOCID USING FACTOR SMALL Not W LES$ THAN �. SPACING INVICATED MR WIN ANCHOR r"I, ON Ift SCHEDULE. ,/--. W. NC"Cn Tin MPIXR , PAN0.0ex PING - ----.. � 4,0410 woe" (11.) 3 - , -;;;��.- ,�-._---i;�i- -1 ­ ­.- 3 - - . - 3 __ - ­ ___._____ all"Allo", ic..wo�ck) 3 3 1/2 emix. m wwa m flaw , I/2* -72",- 2 '/I- I '. ., I. oAc - I W - I 'Ir - . - . , - I LE IL . ::�: . . �1111 .� I 11 � , n : � , " ,� , ::: ; � " , � . : - C, ) , I* Nil -SEPWATION I WiS TO GLASS. V, - , I . �11_1.'�, , , I I-, I I q, 1; I I %, Am "! i � I A" FANCI ILLNGIIII A I . , 0 : (SEE ELEVAl" . ON SHw I 2) 0 i I I I I , I ! I� ! 11 , , .. , A I I : f � � !_1 , , �, *.,�;. : I i I Il. , I � I C ,�. 1'� I I I : 6. EXISTNO POUREU , �'. , 1 CONCRETE OR , � i I ,q) CONCIRM SIXTA , J, ,� , AfOLARID I I., .., I -�A"­ I " J, - �____] � 1. I (INY"I 11 I I , 11 ;: I . ' � 1/4-0 PANFLUAIT I%,r� ANCHOR (BEYOND) 0 Lff�[L WALL MOUNTIt= wAr 318-1- r�V.......... -f -% _-`,\CENS"`-!I�kll " V e '-.1. % : W, AA36Z '. - *: *-* i ; * ; = TAFE 01 CC - , ,-!�`-, I I -�_,v-g;Cj---;-.- __-, I�. U0 .. "Lumilil- I %, Q `,64� _/ . 111,, �-)� .W.-­`�­­, '"NAU; .__ 't SLA,/ixAwrwmI a=11. MIT= - STEEL 24 GAGE GALVANIZED STORM PANEL I., ofee, w \ \ -------- ___ GLOBAL PROTECTION PRODUCTS. Lm _­ `.' C 0 ,,, , mw 5. III VW" Min' - rr _I I'VIMMU"r- , -.I'..- -'agN.-Nar- , (, .w_ - mil. )m-?5's F. DaIm-ri, 20-1175 otimima w - �f� - p; - i t" " CA-4001111. , *�M-4.1!"', ...., PP i . � . i­ i I immal " w is MANIMUM A.S.9. DE31GN PRESSURE UJING (p.s.f.) AND CORRESPONDIMC MAXIM!JM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL lt� INSTAUATIONS INTO CONCRETE & CONCRETE BLOCK 51RUCTUR (VALJD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX kS.U� MARRON ANICHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW * 4PPLICABLE ��= Jawk, 0 MPA:IWEVLV MAX "S D MAXIMUM ANCHORS SPACING FOR MIN CO, PEW SCHEDULE BELOW It - - APPLICABLE To MQcQaM DESIGN PRIESSSUPE TO SECTIONS 1. ­ LENGTH DEWN PRESSURE (MY PANEL LENGTH I thIPCON SOUD-SE7 PANELMATIE E ,D __ PANCILMATt PLUS ZAMAC-NAUN - - CALK -IN TAPCON SOUD-SE1 TE FEMALE ID I PANCLUATE PLUS ZAMAC-NAILIN CALK-W RATING At .1 (it) RATING (PA I) A , cmdKOX)N .1 (It ) . ,a 10 , m m I to To To la TO " - ,a i-A-1 ra " loa-&-I-k* I* iorim (P - r) co.93" it Do.c.,m ,a,KvwH, 11ILMI, oro.,Iwn SURA, OOM2". mumot '"No"! 11, I . C%,��r I OF THEM comcwtitz � Pw aimomm camomat Ctw 00101m 9�0:__ �il_i��_ OF THEM - Is- I 3. is' ". �37_ 13, 13* � Is'.. 131 11�110-__ � 1:s! I is, I ir I (TOP) __�S- i is- 4�3 is* 13* 13 �; 13' _11� - 13' - -.- 11 T_ I TLT) � - L - �� is' 11 � F3 � - - ,3, -_ -­ 13, 1j, - __ 13' . � 13* - - ir -13. - - I . __ 147 I i is- - _ - IF , _lT I -(a_0rFf&) . -;I 731F*­ -"' 3'­1 _1157 -I 3" I __ 4. 9�, 13" _ uF_ '.. �j - Is' . I 1 ­ 13' '47, . I - ­ - _Lr­ 1 I ,/2 - V. .. . ; (BOTTOM) - . - T2r_ .... _. _lx23, - IA!, i (TOP) I- ­ I—- -1 3� -1 __ _,3�-� - __ �t `�_ ---, [ is - _­ -, _�s --- - '15 _60 - F ____ 22 .... I—— 13* � � 13 , , : is i, : _Is7_ -1.31-1 is , _ 13 ­'_ ,r _, w ,�, if 1/2- i -1 - 2 gop) ...... - ­ _,Y_ I __�r_ � - IT"'.. ,3, j -_ I-si- __IL _ A _!_3_*_ _ i3'._ . . _113­.. . Ir I- - , :37., 113* ,3. 2 �q - -T!?M) - 3 _1�' - 4 _ 1 3* ­, �_ � __145 - - . -"-" __ is, '31 ­­ 13' Is- - 1-1 ­_ 13' Is- _____ III_ I L3: _ , _ _js� .11 Is' 11 1/2' . - 'I I /2, 2 (WT10if) ____ 3 (TOP) _`3 `11; P _. ii,?, " 3 I ,�i� 11 , . - 6 I /.- - - I 1 _ _ & -1/4" 1-if; - 13* ". _1__1_s____IJ1 12 /2*112 ­_ !-�` 1/2' � - -i.- - -,- _ -__ -sv 13" ___ - _ I Is, - - ___ 6 1/4- 5 1�4- -'-IF-- '� -iijo _1�220�i_ 3 (BOTTOM) ,.-,. 09 ... ii:.. ­4�' - - - Is' I - -!Ls*� I 2 I/Fill . - -7 ` 2-1,1-2 _' -_ - -1 -6--1/4z I __ ­ ­ i - V�)/.e —_ _. _. 6 / '12 __L -Ir - 1/20 __.__ _'r-1-1.1 __ - I - - - � ___­ 6 1/4" ­­­ 6 1/4* _____1 3 (BOTTOM) -1 V-S' OR f i� 8- ff� T - ;- -- , '. . --.-- - -_­ - -.-- i- --- - -, - -_ - j-CjW)- LESS 5 lji-_' __ , -.11-- i 8, - _61- -6 1/2' ---- a- ­s'; --- 7 I/2- � T______.­._;­F6_ - , 11- ­ _____ a' - _i�;_­_ S. ---. OF ­­­111 LESS __ If - . , .. 4 I ­ . ___ ­ a, - ---- - � , S, . 0 _ f - _ a , , - - � - a - �-ijicljcuq - - 5, �- i - a* I 1 - 6, I - . . - I . . 1- - I - 4 (0017,04, - - IT Ir is- 1. T-, �; - 13. 3. 13' �, is. Is-- . - :3 1 13� 5.n ­-, �.� � - I- 3' - 13' I 13' is. 1 . 1.113, 'r 13, Is. I 41. is' 1 1 1/2: S_ErOPJ _ I .. Is -, i 13 - ,.- is �. I , 13 13' i :�* 13: - I I.' Is- _ __ I -�- -is- --- - Is- Ir � (BOTTOM) Ir T Is- - T W Is* 3' I i. !s:_ I " ": I, - . 11 1/2 5 (fiallold) - _­ - Ir Ir . I _ 's. _ _ 13,- -_ 13' I� - � - is - __ 13* 13 . , - , 13" � - is, � I -1 - - - - ­ 6 I C � TOP, . ) - - - 13' - � 1 Is- -1i I s, --I- I. -I -I - I �1. - I I-- 9-- 1 - I " I L" ,I,,-- - I /215 . POP) ,45. -45 - I - I - - _1131 -L IS 1/4,16 - 1 JII" - _ 6 j/. I 6114- - - I - - � - I - I - f. T/�-!,, ,/A- - a (BI ;I) I . .AS, - 45 - - T � ___ a ,/.. li�� a ,/,* I a ,/.*,6 - - I/., - - - -,3 - I - r, i/elit ,� -1 I. 6 (wry d Get Lr_%S TO .55, -05 Is- . ___ 13, __ - 51 - '. _!A7_ is, 110 1/2* �- . ,3. 13, ` - - - ly 9 ,/2 _ --I I—— ,�_ W - - I,- + - _71-- - 7- � _ 9 1/2 ____ 7� _ 7 1/2 ,6 I/i -i � _/2 5 112 , � � �j7 5 1/2 is. 4 1/2. �. � I __ _ �'. � 6- -_ 4 112" I lop -- - - I T ZOOTTOm) -_ 2 Vbi�) 13 __ ___ Is " � ., 13 . v - I t/Z- I . I is. - 13' ­_I� 1 ;�__ 13' - ;3* _ ___ 1 . - _ 1/2 if), __ .. A 13, - ___ 13, -- ­ 2 ". ­­­ 1/2� 0 1/2 w -- ­ - a 1 7 - � - � a" T6-i"F?; I . ­ 11' '- i- - 5 2 . - , & I" - s �_IF OP I Tgorijw) 2 crop) . is. i z, ­_ I 117.1-1._ 'D I/?- 1. ------- -1 I.r I I I _­ I... - - -1 --- ­ ­ --- -S. - . - I I� _ _Is7__ L - T __Isj_ . _!I_ �2" 9� __j_ ' _ . � -I'..----,- 1_-�__�[�_ - . , �?7 - -i4 Iii 2 ­ - - - _)��i ' i - - 7 1/2 - 7�� -L-r_ - ir - __ 13- +__________ �___I/_2 I�3 , 3* 6 112- __ . __ �� Ir I �/?- 2 (BOTTOM) - __ 3 jopii W3. ____ J! / 11,_ - ll� . -IT . � 13 - I In- - . it- a- - Is,- - ! 1�2' r ; HIOTTOM) . I � __1 . Y "' L- � ,--Is'- uk. '3� � 9 y2 is- - i w-1/2. "D 1/21 ,,s'-,,. - 2i �7� - 1.3- Is- - To IT. I? I lo, - 1/1" "' - - I e _­ .1. - 11 - "" - 6 � If. V!: 6 1/4- !t_qT_). - � 3 (DOTTIDIX) . . >5 -0 - ___ _ - 6 I /,i, 6 114W -II;F'- - s (kionom) _j_��) ___ , - I - I . - 171 /24 - 17 I/V 6 VII, J-6 _V-1, __� 11_Y/!%_6_Y!7_ ___.-_,__j TO - , r � .1 - , -1 , _ , _ , _ _ _14* - - 1,Q112 _ !,_ To - --- - _.!' _ ____ ____ �4 !�iI'J� I �' - - _1 / - I !!LL I - - J* , _�_ - t IT ) _ItilI 1. ? ft� I "_'�� L !j 1/2' S' I .' 4 1/2-1 .5- a ��_' - -,--- 14'-4- 0 t/j- -- 1 3- - �7 � 6 - 1. 4. w -6. . _ _ __ - _ __ . 11, � � I - . - . ­_111- - t I" _W 1. , 1. ­11­ " - __ � %��j - - - I - ­ - 11 - __ 7 1/2- -- __ � _ 4 (BOTTOM) - fs�--f­ ­­ -1 - ­ - - 8 -0. � -, 11, I I - ,- - � � ll� - i .. 1/2- i . I � - � t/2- ­_j4 . - 1 - -1 - 4' . � -1 . __ . ­ -_­�;_j__­-_.--_-_j­-- ___ ?, - -1 13* 5 ITOP) ­ - i'moiiom , 13, Ir-, �i io� -_ - �.s . I �. ,/2- to vrl ­ i vr, ­ - + . 'r a- * - - - - _�' i/i. _iAi_� 8 ,/2' - -_ .1 - , ,3, I -- 13� ­ -_ , 1 01' -_ . _i4 - I ,Q_* it. a..- I - - 6 I/ 2 -�- i & (TO P) - ,a' -_ -- '1'o2:� - I ., Im , _T . '. ,-, ; i; i is' . � *-T3"- 3 , � - Is- �6 ��_ 1,6 , 1, Is- � 11 I C, Is- I 7- . "s.. -I'! is- �,Jr j 7- 10 1�2-;7 I- . 7 1/2',5 1/2 - 1/2' 1 i r. I _,_!� Is* I " ) I L-1 ix� , lIr i B� - r IS ,t/.11; I �!�� - Ikj Is' - - - 13� - ,a' - _,_ a I Ir ___._ it* --- _ -1 *�� " /K. _!i ., I z V. 5.�/_ �.� L('2!) I , _�_ --- - -r-.E-i - , 174-�6 i - + �!_ _ ­­ -1 1_11� � � . - _ - IE -1-3" I 1 _Y__,!_L --Is*,- __ ____ I I - I - 0 1/*-�a S I/ 6 1/4- _...'_ - - I - I I,- '24. f, 1/,-IG .. IS -) 6 1/4' 6 114-1 - I , - ! - 6 1/�'Jf 1/4*_4 (MIT--) SU SIM 11 .0 AW.M TYPE 4 1PACW. �0. INVAUAticid #eQ WOCAD FIRAIIII PAN" . lIomiltw N4a4OR 1AACJN05 AND MNRAPW EDGE DISTANCt 01 040KATED ON ilia 11CHFI FOR ED LESS TYIAN *WANLD ON SCHEDLU REDUCE AKHDR SPACAM ST "71KYRID SPAC" It"O" � XWDOLE IN 141[ FoLLOW,N) FACTORS, F[W THIS OPIR� To BE INXIIIIISLE, ftDUMD SPAC� OBTAINED VMN%; FACRXR $� MOT K JSS TWA ANNAIM SPACII4C -D�IM ION rACl- ANCHOR IN ON 14% wNEDULE 1�4*. ,/.*. Ile. ,/... ,/.-. 1/0. A"cmm TYPIE � INICOR I 1"S­`W` AINISAFff - IIIIANX 0 MAIRCLAIAW: Pi,P, , - - vRMK`_A&%RI - CALI- ­­­- ;,�; �Mmw�*wsmcwc oP.) I. --; - - -- -L I�_---_ I - " - I " . , w 11­� �cm 1/2' 1 - - - ow"im 9 of m =--mi , i . _- ", 3 'Ir _- --2,. _ , ,tz' ., __� _ I '/� _2__�?�._ 3 I/2� I - ACTIft WIZ 111111111111111lit (ED,) FACTOR - I 11. a, - - - - - - I 111. ad, - a,- " L - - . Pa I I I _" - . - I. 1. 3 t/7' I , - " 1. , 06 lao - SPACINGS ONLY VALID WHEN SPACER 90 6 USED. SEE #1 FOR MAX. A.S.D. I 1*1 DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, ga - - . . TAM 5 21 A A.S,O. DESIGN LOAD MAXIMUM PAM! LENGTH 40 PSF OR LESS 1 EI > 40 PSF 70 50 PSF V-2" r5-0 PSF TO 60 PSF V-10" A MAX. PANEL LENGTHS ARE Olfj�Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & */"SPACER AT 12 1/2- O.0 FLORIDA BUILDING Coot (Non Hiah Velocity Hurricane - - - ANCHORS (SEE SUCTiONS & ALTERNATIVES ON SHEETS 13. III. 15 &III) ___ - - - - 3 . MAX R-IA/13, Ell R-SA/14. R-IB/13. R-20/13. P-38/14, D.11111.,(i). .-I' MI R-iAW/15. R-2AW/15, R-3AW/1111. __ + R-191N115. R-28W/15. R-30W/16. __ - I 4) .1 (�) - - - - __ - I I I - - 31 MAX '. Am - -1 0 0 0 0 __ - . 0 0 6 - ____­________ r­7- � ------- F­ � -------- ----------- �, � � ; . i I � I : � 1 i ; � i L . 1 � I i ! I ! � I ! 1 1 � 4 ! i : ---- ----- -------- ­­ ----------- F-71 � : I i : I 1 i I 1 7 1 � i i � 1 I : I I 1 � i I ! i I I 1 , ! Lt '� 1 , I I i I i 71— I I . i , � ! I I I i 4/2 .. I ......... I .. .. ... I. i � �._ ­ _ __ . ­ __... _ ----.--I- , : I , � ; '14"#_WOXl" SLS MIS Wo � I "L" ' wx . /- (vsr FOR PANEL LENGTH ­ ' i , PAN � �, OVER ?,-6,) � \ FIL LENG"I I I (a) , I G, i I , REGULAR STORM PANEL , , 14 , � \ REGULAR STORM PANEL � #'-S' 0 "OdO, -40.0 p.A.f. � I � (W/ OVERLAP 00 PANEL LENGTH BDI ..11.� � - -- ---- � ------- ; -)D.- - �--- I � - . __ I_ . - ------- I i I , I i , U11 SAFETY SIORM PAN"t 1 T-S' Ill, .50.0. -54,0 p...f I i 1 6 1 I . . . . 1, . � .. __� Wo O~ NO PANEL LENGTH SOLT11 : . �! �,�- . ,;z,k A - -v �' 1 I i �A7 USE V-6 MIN PANEL LENGTH Id-20.1, I __ 'I - , N�_ AT _� , � 11z,/ I - �0�- � I/. I I -0- - 51 A" M&ATINcs, I S'S I Ii I , - P ' I I � ; AT E� 0115ERWI � , , ! . i i .6 - I I I � I I I -1 I - d I 6. I - I I . __ . .1 . � j L/2 f , - I . I � i . 1:4ei - ; . _�� . . . - . 1. i 11 I i I I ; I 6 � - I " i 1 1 . . � I I ; i - __ I I - - - _____ ____ __ ­ - - ----. - �6 1 - - _� . . � - - d -_ 11 ---- 1. ----- I— ____ I---- --- L ­ . _ - _ - 6 . . __ - . L' At - %I ' UO � 6 � � I TW,GtTCOI'� tj � I , I ­ I Lg� PE SAFETY I �! D.W(4). L __ .-.---. - - - - - - - I �11! "M EL Eforrom CORNERS : -1 0 1 i ; X, 16 .... __._19 I f5f! .. - ____ X� I , . - OVERLAP- - - QNEfb_NP - _____ Of (�) - - � WIND I1Ul A' OffERIOR WING NVT At 3' MAX LEFT PANEL RIGHT PANLL 3- W., t INSTALLAIIONS ONLY VALID FOR WIND I . MIN R-IA/13, R-2A/13, II + R- I 0/15. R-29/13. R-39/14, I' UIN I SPEED UP To 170 ITi P.1i III R-2AW/115. R-SAW/15. R-ININ/15, R-201111/115. R-3111101/16. - ANCHORS (SEE SECTIONS A, AJORMATNES ON SHMS 13. 14. 15 &lID I i4- ;tAx GAP LIFE SAFETY STORM PANEL A) ELEVATION (t) - I T587' SCALE 1/4'-I' / " � '] J� REGULAR , , 11`�,� (f,) .,,GUtAR (MN 04�!Jlf - III�U -A" `� .1 , � TORM PANEL '! STORM PANEL �� , :,, _ �,��,��,,,�.����.'�,,�"f,���1,;�,�""',", , I - - ____ ___ ------ �_M��t��t�t�_ I - IN -N ,�, ; , �,,,,,�',,' .......... _ _____ , I ---- obt! ;9_k ; ­ - ..-I. - . - , "�, ._ � _6_­ - /­_._._,. ­_ . I- ­ - I ...... I - - ikx, _k - I - - . ./ `� ,� / ---�- -, - � I .1 I . , �,� "I ,� /4' �4 . ..... el A It- , �` I ., , w " , -, ciw­ . ;� , , I I . 11A, GAPx ,( " , , , - . .,� � I ., I - I . ..- 10 �, .. Ix, 'I, , / I k , " . , / .I- .. :30 - " I ! - - �4.,_e z - I 2'. --I---- ­ . - ------- ­ - . - - - _=_;;i__!k___ 1_�_ .. � ­1 , I .� I _­­... _­ =�",_ ___z __1. ­__­ � . w , I 1.11 11 , � I f *.: *"447 '- S �� � _(D - : ;*= � :::: � LIFE SAFrry PANEL t I .� __ : I % I. FLORIDA BUILDING CODE (Man High Velocity Nu lcone Zone — '* , QZ. - I - lawaa, - PP. EUEM .11on 01, " 24 GAGE GALVANIZED STEEL STORM PANEL 0,14IR, Of ....... . , , ­­_­ __ __\ GLOBAL PROTECTION PRODUCTS. LLC. W/27/sm 'i­` ­ - T_ .. %- ­ A /T L Mi. Nm __ __ , . SCALE 1/4"-l' - lllf:_� -/I-'-- PE. WAL/�/D�n ON It W. 51 STREET ­­ �. m M.- ft,ow t's.)IIIIII, 75-5. rm (96.)M-I"r 20-175 - H . .R-. I-- ia_� : !!�, , - .4 I - . I I" 'r_ 11,11111,11 11 ­0 — __ ___­________._ ­­­------­--- -_ INSTALLATION QUAILS EQR LIFE SAFETY PANEL I IRTO WOOD STRUCTURES � I - I I I � i - , J . , - - I 1. . I 1. I I __ ­­­ I - _­_ __­_­ ".-...--.- - ­..". ­�­­­­­­ � . i I I � I � .i� I . roD, HFAOrP � � WOOD HT"A i I .601, HEADER - 1, WOOD HEIM - � .,� � 'to RED f _� � i �*, I REQUIRED - �_ - ��01�-Iv � _,� �, � film"Itro .1 1� I � I I � I 1 1. - '_ �__'__ ' I/-_1 TAPCDk . - , /4-0 IAPCON __ _- _ I .. ------ ���.�, __ t Ill'. I . � �. 1 71 _l, A=TAPC I , , _ . ANCHOR 0 a- cc . r � A&C-04 0 9' cc � ANCHOR 0 V a C I 0 V cc � , I , f I � I � , � I I � . I I � I t I I I (i., � I � (i) (j) i C2 " L , , , F i 1 Lo. � 1 , - --- - i -,At, - I I ` ­ �,11 , I , . .lk, p , . __ . . . ar"A6 -�+ � - * wqihmil� I C. I . ImEo , "I � i/2' ,1/4' -, ) I'/,- ,1/4' 1 1 112' i � I , I � -;:F- _ ____ ,1/4� No I �� I � � ­-_F��- W. --- I I _ zi � MAX. '. , : - --- _T - AMQ. i I � 1 2' ,. � I I , I - - � I; "' I , "" I I � I I _� , I III— I . MI,I � I � , I . 1!� � � "7", , I mi.. 1� i � I MIgi : � 11 � � : 2i �" , : 1�� , . 1 4 1, I L i I . , - ---j .. i i I []:-.­- -1 I _j-_--_ -,L-L- [ . , ,:;�, , f - Jimmmil - � I I k-! ; � - I �_I , L_J : qlll];_�,] :� : L`Ir�I_Lj (DI " � 4- _�� (D 9 K I -1) " I i I "'*'X n I ''. I - - 11 I � IT IA .1 1� ' ' : if I �,I�', 6 � I , I I - .",T,,�: � (", ; . i , 11 11 ; VI.;RX F.TSING 0 1 --%nqq4 It , .vvv -, , I : . I , bmi'mmints L, �: (w 'm Awa "m -4 I .� I I it - - I'- a ; uafmn� - I-wt : i � i , i 11 � I ; .,. MAX it I 1: '(" wIa !! : . " I I I 7, X I I ,- PAN I LENGTH it I a � AN - ' I -C I I i %, M­ I - 11 - / " I I W.. (SEE ELEVATION I I � (SEE EA= :! �� 10 ' L I I 11i ,.1, LENGTH a I it � � PANEL LENGTH I ON SHEET 11) �. I I PANEL I I ON SHEET 12� a 1 4 0 . � (SEE ELEVATION a I, (SET IOLEVATON . z I ; 11 "" i I It . t It ON SHIEV 12) 1 1 I � (- 11 ; I [IN SHEET 12) P e", ; I I It / I' w I I 11 I 11 I I 11 'j) " � V, "' I ; 11 11- SEPARATION - ; I I I* mt� , I " SEFAAkTol� - I 0 1 "IAI, 1 j� I- a To CLASS. , I " 10 a ('s � t- rf, 4­ SEPARATION-- - I a " MI.. - t _/ I I 11 ic GLASS I L/2 I I I If TO GLASS 0 8­-SEPARATUN - I 1 - � I 4. �_ (3., 6� i I I . , - - 1 -, : I W, 42 In GLASS ! I -, - I I _j I � : I * y ') . ; ,-I �� (O I 14 - i " I , � --- , I . I I 1; : # ': ,/r . - I I . ov" � , I I - i ; - - I ­ ED .A � I f - EQ. t'_ . � . ��w � I .__ -] � . . � . 7 1 1 ­ - A 4�w , __. in I - I i I I - I I i � I � � �,­ I I 00 ED. -.-,----- EQ _. - -,J q . "I � ) .Al ___j I I � I , LQ I I 1, � � , i� �r* .9 I . - 1 1 - ____ __ - � ­ I I ­ __ 4 - � ­ - � ==F= gain W -imicaw--v 11 � I � ­ ". r I I , , , I � ,1, � I � I i� 0 I,f 1/2 .. 2'..' WOOD . vnin'Y'. - 1. I . . , L ' ­ I � � I �� I I ci : ( PLATE WT, 1 . I � L REQUIRED I � I 0 17 "41". i 1, l,'4 0 TAFICON I . . I .. � . I" 4"0 TA"O 1/4-0 TAPCON I! , , 7 0 C P T; *01, � �' , , : I AMC ANCHOR 0 9 oc� . ANCHOR a 2, U � � Hop I 9W^1 "STCUO ,�,4. i StArGEREOD � � REOVIRED I A,C,�; APCON , i I I STAGGERED W/ SILID � � I 0 r OC. ��, � K.A^ WOOD I � _ � : � I _ �i 2*.." WOOD i � 'I � , I LATE . ) I PLATE 'I 'I � REOUIRLD ­ � �: REQUIRED A � -1 IL I 11, - I ,_11. I AlffIN - &MM 0 rt JLJ - N a 0 REG LAR 09 WhY PARL Me puff 0 VNWW�A WALL MOUNTINGS 00"Mit"IRMINA, WALL MOUNTINGS SCAC 310.1* � �: ;,,-,,�,,., SGALIF 3/8.v, , .!!14 .. " . V` -;� . EN -�? ' FLORIDA BUILDING CODE (Non High Velocity Nur Icons Zone) morim, : . ' �� P"m "I'mm PC F.F. a 0.44167 ". I 24 GAGE GALVANIZED STEEt STORM PANEL I I DRARW 1, 1. MSIALLAION ARE ONLY VALID I -OR AS D DESIGN ,*; PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS 2, * : * - . ' __ -_ - - GLOBAL PROTECTION PRODUCTS, LLC. *'M/' PER ELEVATION ON SHIECT 1z 1� , STATE Oi�' '_*.1!!`t"`;:_�__ ' _1 �/ ILIECO INC \ FIXTE \ - _ _ 2. FOR NEW WOOD FRAME CONS-RUCIION. WOOD -S -p--. mwm ANY "Do Se. 5, SMW , "LoRm =0 �,Ir-. 1,0--.11 - .. - - . Wa - MEMBERS TO BE SOUTHERN PINE No 2. Wil SPECIFIC %1. oiz, - , I, wvm, n. mm. DENSITY OF 0.55 OR EOUAL ..I.. ��' - (Nwf -I.,- ­ (-I -- - __�� ,,`Xm,C. M&I-7510. FIX C-)""Ohit 20-175 �ij ".'A -I-P. .1 — . — - — - oum.0 . `1Z, , M, .. , !"'i CA- I , .— i ,;wo",./mrj WALTER A J" It _ wait 15 ar is - ------ _____.______ - FLORIDA U7,1 OF I i ! . I I , --.--- ___...____,_.._____ I I 1/4-0 TAKON EXISTING POURED - - ANCHOR 0 9' O.0 CONCRETE OR , "' � 'L'I OMER TIE 8"" 21EQUI '� I" , 111.1 "' - - , "I, �2) " __ 'f',,'! _ It I- " . � "..- , " ,/, . , /, - , "" ,_ _ ._ ;. E.D. I it f-WIS11" 71 11 Q ASS I I � i; �- It III it /" 0 - I � I %* Afi� I/L if --SEPARATION � I! -0 GLASS . I I ", I ,�, 1 � INSTALLADON DETAILS FOR LIFE SAFETY PANEL(f) INIQ PURED ONCRETE QR CONCRETE BLOCK STRUCTURES 1/4-. TAPCDAi_ -EXISrING POURED 1/4'0 TAPCON , EXISTING POURED 1/4-0 TAPC7 - - - =4�EPOURFD ANCHOR a 9' OG. � , MNCRETE OR ANCHOR 0 11, O.0 CONCAM OR ANCHOR 0 O.0 OR VI" CONCRETE mOCK glj� CONCIRM. BLOCK 11 CONCRETE BLOCK '1_111 REWIRED. �' �'� J` REOUIRIED. I , REQUIRED. , �Y, , r�, li 14 .."'.14 , ,: 4 1 1 1 . I � -) �� , ;.. "I ,::,� � 62) 1 i'll, ? (2 41I .. - ­ ,- ,�, _ I �J ­­ -,I , I �', � 11 1. 1/2. , I *r ,/?, , I /,. I �, ��, I/2* 1 1/4* � �.. . I , /." I �, �` - - - I . - . I 1. ,,k=71_� - %�� I ,, � ­__._T­1 I MAX i �' ,.� --- , MAX . , , ­ ____T MAX � I I " I I I : ;e I E.0 0 r ; I I :,,�', I . , 11 I ;,� ��'. i F. .'I : � , 11 ! L Q0 .�� I I I I I I I : 5,�. 1 ", �. .. �', .,; I I , I i ; %, . 1, ,,, I I - - I ­ " k , ��`� i , � r . I , �! 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TYPE & SW C FOR INSTALLATIONS WYO C "FOR I MI _­ - --I--,-- __ ___­_ � `N""N­M_0_M_�__ - !--- WOOD FRAME MINIMUM ANCHOR SPACINGS AND MINMU -(W-)- - *__A CIPPfAI (.) ___ - 3 - DS- T.E =%I'- SCHEDVLE row AIXTED M SCHEDULE REDUCE IMCHOR S$%CIldG ARNMaI '��W;I�C;,� -i­ AMIJIL EXIE UMViS XQ RIIIIIII111111 By lit"LING SPACING SHOWN a" SCHIDW or TK rouowm rICmAS , "2- 031, MR THIM OPERATION To K POSMUL, REDUCCID SPACING 01"ANED USING FACTERR iHAU Wol RE LESS INAM - a '/I as, MINALAI SPACING INDICATED FOR EACm ANCHOR TYPE ON " SCHEDULE I r 0�0 - ___ I - 3 'p. I - f " - Z�.­, -....-,, ­� . .. %�Wq; .:e �� . . illiI No. 44167 ". S % �j . STAT*F OF .::1 _,�_-� �: ��- I P I mLM/_4cmI,m.fj.m - FLORIDA BUILDING CODE (Non High Velocity Hur come Zone) aMoo 'I'll"XI. � 24 GAGE GALVANIZED STEEL STORIA PANEL pp ___ a"Ne, In, _0,.'.� . "/10'�/nlw LTE C GLOBAL PROTECTION PRODUCTS, LLC. .400S. 5i STRI31 a.w. " At", -ONE (8U)MIN-IIIIII5. FAX: (A.),wil-wrin, I, - - - _. .1. )!:= . - 0.) -.1. 20-175 ,_0.067,1, oNRING. . - !4:� :_ � A , ` " om ,*-# .", I I I 1 - I. .1 I. I---- J10N DETAILS FOR LIFE SAFEDC PANEL A) -711— JbITO W09D $TRUCTURES I: :�" _. I 1� , I I �_­_.­ , � ; . :� WOOD -LADIER I � � ArOWR D .1 'i � REQUIRED I I , � . I . I � I � I - - 1 114,0 tAKON .. __ _____1 I/,*$ IAPCON . I ;; I 11�.� - AKWW 0 9' OC. � I I I I , 1:1 AMCHM 0 P* 0C . 1�1 I � 1 1 I � � - I � I I I I I (Z 11 J I , :: '! 4� . ,� 4twsm 1_­ � I ", # j I � . ...... I '/1 '/A' . - ,I t ��2��k_ ,I/4' � 1 1 1 1� No 4 1. -i __ MAX $ I I, I I I � I : I I- I I : I 1. I - ­ - I : 1 � ­ , � : I n; I (I , : � (f) I "/,., - - � i I I III " r i ,:, m%J" If I Vll*�,-:E�-o 11. �11 I ( �! I, �, � (_ - PINS "i'l-I R � - ; If I Lval'i - ir-r) liq I i -, MAX 11 11 :: I I - ! . L MAX 4 . . - , L I - L ;: . PANEL LMT- .1 . . - I .. � - I , PANt tFNG711 � i 0 i I (SEE ELEVAII ".. 11 I (SIC ELEVATION 11 ON SHEEI 12) 1 1 :: 11 ON SHE[' 12J - - , i: T I L ii I A I , 11 I ;.1 I 11 I' M.,, 4 1 4 �� j " - � PARAIIOM - I, mi� - 1�­SE' 1 I : If --a GLASS :l__1 , ( PARAtION ��) r '� 11 I __1 � L'" : I- 11 7 - ­ I 6. i � : - L I` f$ ... L____.� i 14 - I EQ o. : a 'Ir PC ... � r I� I I a a 'm at �__ I L I - I - � I I I I I D� , 'I 1--[ I w L a I I I � , -'.,.- � 1. 11 I . t.- I I I __ __ � __ I i � I I � 2'.4' WOOID 2'X4; WOOD _ , . I "I , , P FLAT LATE I REOUIRED , L. ,/A-. PANELMATE PLUS TOURED 11 1/4-0 PANFLMATE PLUS 1 - - ANCHOR 0 12 1/2' 0 C J� ' ANCHOR 0 12 1/2* O.0 I . � 11 I I , I . i I . � � . 1:1 I IHIRGIff PAM . ................... Offfl"WRONEL �� N Tke ,,,,, MU MOUNTINGS /1,1 III /_0 41 SCALE I/S." **�.. __ . - -- ��Ek�� -!�' ._ . . - x . . j .- o.44167 � I FLORIDA BUILDING CODE (Non Hilgh Velocity Hurricane Zone) NOTES, 3 *: * I allm IKM=. - Vp� . . . 24 GAGE GALVANIZED STEEL STORM PANEL Z -, - QRRRI a, OF I INSTALLA71ON ARE ONLY VALID FOR MAX A.S�C _� I.. STATE � .. .. I - _.____.___.___ r' . . - . \ DATE DESIGN PRESSURE RATINGS (p SJ) AND PANn .0 taq*�_ -,- _.___-_1 11LIE C 0 GLML PROTECTION PRODUCTS, LLC. " LENGTHS AS PER ELEVATION ON SHEET 12. .... INC , _�/_ It" Na a .000 1. 51 It.", ... - - FOR NEW WOOD FRAME CONSTRUCTION WOOD i&�ALI, 2 �.'24) X. ", - ARI. k . =1=1=9TIM-11 MIME ft. 1531. MEMBERS 70 BE SOUTHERN PINE No 2, W1 SPECIFIC 0110166.010, , 1� Ve"). INIamt. (qsl)ww-7w. FAX. 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J� . , , 4 1,-; . . - . . p I I . . . . � 1, , , 1 7 ' 1. -1, � ; I I " * ' � I � I I I I - I � ! E,,� ; , 1 , j CT I : �LNO PANLIJ � (JUTZRK_1R �IANFI; �INTIERIQR FAPEL� ('NrUR!OF1 PANEL) , M`IU` � , � i i � � � ( b PANI`L� I I i ; ',,I 4011� ;,. I, I C717S .'. .�. 4 j I � j � I ! � � I , I '. . 1 I I I I - � � 1 � 1 � 1 ; � � � � 1 I � � . � 1 � I & 0 I i I , � I � : � 1 , , , , - , � 1 i I 1 1 1 1 1 ,, i ! AI(I fEIr"', I ,,, 1�1. ­. I o�,.; he i , � � , I I L , - , � � � � 1 ) 7-1 :L I � ' . , , " I ; , � I : ! I I � � I i : A . - ) ; 0 " Ne _ I � 1 I. "I" �, � , I * i - i i� XT - . I " 1��,, _`, N � i, , : � : � -- - : I L ! i I I I I I : � I : � or . IF � � � , I I � i I � ! � � P . � . I - � I j L 4 : i , go,,,,. _LIS IN, I /.. - ,,,�., - I I ! j � � � , ; , : I -.s Scars ./o a Of ovItm,N, i I , � , i , � , � : � � I . I � i, : , 1 � I � ; � ! � ; � , � : � ! , � . I I � : I � ; . ! � I � ! i I ! ; I � (SIT �P­0­ .S APAUCAA- : 1 : � ; , . I . I . � . . . � . I � , : I . . . 1 . . I . ,,, . L I � � . ! � I 1 . : . 1 5UX . L I I i � I ! I . I : ; ­ 1 l , ; , I � i ! I , 1 , , � , , , 1 _; - � � ! � � , � ; I i � 1 i- 7 k, _; - , -11 - t.-, _ , I. I I , I I -, i- " I- I � ! f i-11 T ­t;r-i I I t I i I J­ I I I_ � , , T I I I �, . . I - 1 ' . . L _ H -, L L _j _1._(�L_ -1 J -1. I I J _1 L I- __J -J.1 11� I -1 - I I- I �J -:.I-j I I ,J�2�7.1_ 11, -1 -1 _ L I- J -J-1 - I- _j _j L - _j . .; - j , � - . - * I I, - - ­­ r- . .'.'--.--.. . ,...., - _. - . _ . � _ I ___ I __ _ - _. - -1.__ ---,--- _A , : ­ - . - - __ __ - ­ - __1_1 ___ _­ ___._1 - 1, LA. " ,TF_i1�IiF_.__ - 1, ­ - " ., �Tf, :'7 , �., j &I III if , I' u,, NOT � � L., NO, . _� ...... - 'L jSff 'Z;:�L�), LZI It '111..�AE EZIW 01 ",IV' lfr� - EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANE j", SYSTEM( t) I 10',At � ',/�,;" , I" L L I I " _. _. . 1:f1l "(MV, VIC _q- MAJ, ARE, , , - I : I - - - INI ,,��,rr) - ­ , - 7, 7 \ 7 \ 7 '\-76*"\ 7 \ / ,\--/ \1 / \ / \ ,/,. V 11, . SECTION A -A 1�1 ... Ell ..... -,�AII �/52_--` """ ��.... T11oi;;�Ff,,,,,, -, ,� ... I -1 0 �_ ----" . �F; _F. I 11 , � � . - - �` -J"- E N (_�, I f1J f� F I41 F-J (._� W - Is ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15 2020 AD Beaton Number P 17869 1 - R2 EX Project Number 20-31543 Product Manufacturer Alf Amencan Shurtore and Glass Moortufacture(Addiass 1540 Donna Road Voilest Palm Beach FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant 01 li.) HE tN'�_AII FL' AT EACH OPINING ­A0 At WAT�, e,t L�WIV`01115*,IIJILAK HANU,E If; IAl,:,1'ATr. TN�,';AL,ATKIN ir INTENCEF) 0 FIE N TAL r- FROM INS11JE Df STRUCT)jFT ­ -Hf, ... 1* I NQU'� -I- - _. I I ,��.IDJU2,E__�f MJL __�L -,�­ E I �M:_. S'014M FANEL .3117fl, CONSIUINC� tI� PANE, . �­l �RA',_.� 'OP & 90,�TOM -) PANE �N - I � EM LS SHALL fLWA,Y% [it CC. Nf!_'.F0 TO OCIrIOM �),:?`V_JI ,)�.FRWE�,� A I,TI); EIAP(a)S�Cok­ H'_ 1`?C6Lq0kL` AT Of' Ilk-(H 'AN[ I � ,A � 7; f 1) !I �N!- !'ANIj- ARE '�,DljNf� - _1EE1 TC 9-�)17(W I RAI . � � INIIi I I 1:;N , - 5s� 1,; 1/4'­,'O,.)/1 IA'S W ;.16,0 /V' AIN" : "'Hool 1 . (ON' I I 1,Ij7 C,F, 1/4'II h-, -UMESCREA NTI AUIP1.0 13c'T'Lly "Pk'.�, U�CAT,`)N OF rASTENEP-. MAY BE A � FjfjjEE; C,r ,W(, i ' fAT-IRRIP :IAT -_ANCE� 'Pf I-Nt. PAWL : ,4; IN , _,`IS� I -A" !%D PANF,LS ARE NCIT �- ,ONNECrr� IC, TIO 71FACK (. , A STO' UAR ONLI t�`IID Al iGO� AT L C A S" 0 viv " C I'� PANEkS ��HALL HE t'ONN CIED 7C e0T11,)1A INN:X US1NC,r1MIE(_L N5C.A%',', ON NOIF (3, AFICNE A S tD, CA13f CONNEC 04 10'r' ,� PANri,S 7Q Brl"'Clot TRALK MAI 0(,Citff AT AN', PANEL LOCAll To t ,,�74LATI,T4 �NLI 4AL;D FOR %IF,,, . ,.H;. Ltl, it' Tt� '7C ,,I, ­ I I ,�'4��..' , ,�Utl,14'-,; N FLORIUAL HUILDINr CODE (Non Hiyh Velocity Hurricane Zomol) . a 44167 `- 1 . ".I, -,­'. � 24 GAGE GALVANIZED STEEL STOREA PANEL I " - U, _. � . x � I Z . It I II * - . * I 1 * F , -- . r .;m-: _ - io-t�_-z -, I * - / \ I I L I E C 0 . BAL PROTECTION P RODUCTS, U.C.1 O /.I. IF .,I I- � , , .��-.. '_, 6�� , , 11 - , - / STATEO�"` ."' Ize" ft OHIO'.. �09v_ , (I 1 age �..----TMZ-& . I., .. - I - '-'I,,, =11r= - 1-1 1�wtI ,:��.�� - --, - - If. T­ " lit"", I -_ MILINVIN-11- 1. F'.Xialo-hre, 7 20-1 2. 4�1; """, , ... .. , -A D 1, .. .. I 4 - . � � 1. -I ._1. ." - I - .. - 1 6- )',It) - t, ,'_." Z!m. - If I I I _--+---jsxrfr " .It , ------- 111111;H. -1�,�� .kill IL T­ I, I " . A _ILI I Q" " Scope of Evaluation: This Product Evaluation Report is being issued in accordance with Me requirements of the Florida Department of and Proliessional Riegulealon (Florida Building Commission) Rule Chapter L'Sn' altiviods acceptance pot Method I (d) The product noted above has be" a 6IG20-3005,F.AC9`oorst xv 1909d at of evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at *&at equalialent to that required by the Code Re-ftal,stion of this product shall be required following pertment Florida Butiffing Code modifications or revisionu. Substantiating Data: . PRODUC TION DOCUMENTS Fx - drawing #20-3='24ga Galvanized Steel Storm Panels jHVHZ & Nw-HVKZ) . sheets 1.5 prepared by Engineering Express. Signed & sealed by Frank Berionardo P E RE an integral part of OHS Evaluation Ropoit. ' TEEST REPORTS Undomi tatc, riftUCtural poorkInfroance has been tested in accordance with TAS 202 test standards par lost T repon(s)ZT-ASG-1 7-001 by Blackwatel Testing Inc La RE missile imitact resistance and cyclic IDa(Arvj performance has been tested In accordance with TAS r 201 and TAB 203 test standards per test ieport(s) OBT-ASG-17-001 by Blackwalet Testing Inc CALCULATIONS "ETING 1h.:I.r!!=L.!!!fiNorns have been prepared which evaluate the product based on comparative and/or national analysis to quality the following design cnans I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (SIS,il 354-0660 1 (066) 396-9999 TEAiH0F"r,tNttRiFEGEYPRcss.com ENGINEoiAIN6F�PRESS,COM - - - _�­-­ .. ll� : ,r 11 A, I ­ I,= ­1 I ­­ - , - I ,,�'­, I � I -t�,:,i��,, V r I I -I ­1 . - � I�l I., I i 1M. / 1111 "I = ; . f, tL! . ,.. ; � �, , --I---"-& ; ­ " - ` 1-ro. -1, . -1 I . n I� l, !, I I �l 11 �, I 'A T"J � f ":%,JfP" 41 ,I I I -,I '� I -1 . I "t 11 I .� __ F,,r, �,, Al,, ... � IF— ,'�.i _,'!""".'I �..:,.� ; to � C . I I� ­ - %, ,�__, �. ­ ­2 ­ ­ ,11;11��..LUA 11-1. I- - 11 .1111:,"Z. . I- ` LI-I Yo -L ­11 A ." ,�, 'I Yo - -,Am" AL.-ROT-BURpoul __ - .�, 11 I. � U I , " . . IT . i,, , :­11 - -.11. , � !,I�., I 11,11, ­­ �, I.- OA!LL� ., I. I _SVITEEE�1­4­" HJUrl, :Ir �L..,_";­ ­ � I.- "I " .-I 1. " 11 ,aaeokoiislll,�w �t . I , 1. . F.4,11,14*44-f, , _11- '. �j",, `�;.' 1N "' ' �-­­ - I `1`U ] �2 � �' -LI' _� , �,'l i jTI ­ i -T� ­71 UP � . 17- 1 - I I / ( , �_,­ I..­­ _,� - / . - " - I - I ,I .1 II L, I!, - �� - I 4 ;�dL�I_hz , .1 �1� ­ Ii � - ' , , , _U , , - I � � 1�1;�: I I: ,. I"l 11 . - --I I I ", ... i t�'=�' I I - I - , I` , Y, ill I. I "'t. I � I ,,, -11­.��t_ 11­1- 7 1 W1� 'L �W,A*AMII �;_ '­` L. �_­�­ 1­ -M:;�'­�11� ""i I .1. ,,,,, ��. !�­­ � � - I: - 'I, _��­L, -1-1 ,., �­ 1�� m(milli w:HUN .-Adlmul- F N 1-41 N E E- 1-i I 1`� C_� MT Page 2.)1'2 Al I American Shut IVIN' and Glais - 24ga Gal � ani zed Steel Storm Panel s _ No 33% Increase in allowable Sir&" has been used In the design of this product Separation (Tom glazing is riot required for installations outside of wind zone 4 and eassenhal facilities Impact Resistance: Large impact Reltastance has been demonstrated as evidenced In previously kated test Haporlis I. and IS accounted for in the engineering design of this product Mnd Load Resistance This product has been designed to resist vould loads as indicated in the span schedule(%) on the respective Product Eyaluation Document (I e erignotionfrog drafting). Installation This product shall be installed on strowl Compliance with its iesporclive Product Evaluation Document D a engineering dieworig) along with all components noted thonoolin Product compoilentis Shall be of The material specified In that product a respective Product Evaluation Document O a engineering drawing) Limitations III Conditions of Use: meni (I a Use of that Product shall be in Brict accordance with ill* respectnow Product Evaluation Docu engineering drawing) as noted hereon All supporting hosil structures shall be designed to resist all superimposed hDads and shall be of a material hied in this product's respective anchor schedule. Host structure Conditions which are riot accounted for in this professional engineer product's respective anchor schedule shall be designed for on No oute-spercifiC basis by a registered All components whIch are perniariently installed shall tic Protected agailonst corrosion. conlemination, and other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone JHVHZ) Re%peciffilly, . Frank Benrairdo. PL. ENGINEERING ExPRESS" aj+IHW654l)jCcn Auth 988' I I I 1­1 " " I� _1� 'Ill - ��m I*- -�:-IFY:-, C,,­:.� ,- - !_-I, I L", M!Tlq�� Iff- .. - � - - 11"­ " .. �t/ L " I , 1_�, . I _� ' - I. I ,If ,,t, , -,,E �' . ­�' 160 SIN 12' ' AVENVE SUITE 106, DEeRFIELD BEACH, FLORIDA 3344 (954) 354-0660 1 (866) 396-9999 TFAMPENG:mtt Ri,H;Expotrsf,�co. Eftc,jribEATNGE xPRiss. com � � . . � 'a - I - I . i , No I I,,�-j I , 11 I J . , � . , !j I _. ­ � , _� ,- -, IT � - I A " ; I � . - � : D7, 4 " - I. � - , I I - . 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K - SEPARATION - : . , - " , " 'ALUNOINUtt , _;: ,= 0 1 - ) ALUMINUM POP , j RN" , _. . U r To GLASS I : I I- - FDA � EFFIET (i ,I V. " "' r" � To - .1 -01 1. .i X I I (", , . ! � 1 I C-0, A-, - 0 "" IF to L III` 11 : � I L . I / 1 " illill I - 5*-o* '"LE'REC, ol, N 4 . I 1 ULMOTH . At ,�a� K I I tj I . . I, I I, If � I � I " � ; 11, I I - V" 11 L , ,�, . I I � ( - � A.- ;L_S 1, 1111, -1 EPARAJEOFE : I on 1. ME, 1� I=, It 70 ALAS$ I - cl) R_ " PARATION 1 TIE ." 11 I "ll �. 'O I I TO CLASS I of 'Ll 11 . I ; % - 20.2' THUMBSCR O, .1 _L_ 4 0 I J�, : 0 �. . I 1 � , . i - - F t., �, I - , I . ; - _j _11 '', ED .: I - -I-- ___ I , I -, I ED � � 1 I - 2' �12' I .1 I I I .. . , " I- P ! -_ _ . _ - , I ;�7) .1 LL 11 1/2 ! to I � 1 -I ctl , ____1_. �, - ,� _ � , 1,14'0 TAPCON ANCHOR " "' " ,/.-P TAPCON. EXIS'nNC POURED - 1�. -I � - .4; WOON ANTCHOR 0 i2 0C CONCRETE OR . I , CONCRETE "LOCK - . . . . .. - . FILAT CCRRRCD WALL MOUNTING REQUIRED WALL . MOUNTING SECTION EZI SCALE -k/B=l ALTERNATIVE EZIW SCALE 3/8-1- - NOTES, MIN S D 1. INSTALLATION ARE ONLY VALID FOR MO A DESIGN IPAINFL, .LENCIII. SHAJ, BE 2 -6" I r PRESSURE RATING ./- 4040 poor AND BI- PANEL LENCTH 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUIHERN PINE No 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL, - __. __ � _. -, .- ______ 42.0' ,.It�� A. D(17;44% ...... ...... V I � --,\cE�4 . ...^., . . FLORIDA BUILDING CODE (No. High Votlac:ty HIL,ripare, Zone :: No. 44167 -.. 11 �.. III'm - 24 GAGE GALVANIZED STEEL STORIII PANEL . ", Tie : III � * i - R, . '� It ,M � .0 ... STATS 0 .�- I - - � I GLOBAL PROTECTION PRODUCTS, U.C. "'I'T" (' - -�� - - - '.' 11LIEC 0 IN,.'\ , . , �, ; . I, hffrl Ar C.O.i.cto- ,-- r � $','___� It- I .- ,I. 11 �wr ,P L _ or . ME _ 111'roof, I I ,-.= AN_ _ 1. =.."11PI, - (---,., 1. �_Poeo_,­ 11-1 � RAW. 1, 3"'. 20-175 " IGLA�_�,_`r . � II­� I', ,.- ~.1 A. IIN.IKMIW;",­M,/.q 1 _9__ I - - I I . _11o" 1`X`o" F, 1 nlmlo, LZIE 11 E, I SHEET 1. TV " I - ___ ____ ___ -_ ' ALL AMERICAN SHUTTERS AND GLAS S � 4ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-11VHZ) � - - ;�) WIDTH MITED - - (PEPUP, TOUP7ALNIELsPAN) I -OP MOUNT (CONN- TV P. TYPE AS REQ'D) 13=1INS F_ OPTIONAL h'-20 601T H � WILTS WITH WAViRRIED WIFECIA)TS, FR5TENED 0 - / OVERLAP' 0 MIDSPAN (USE , - _� � ,Ie APPROPIRIATE SPAN TABLE) BgT' �, � I` V, . " PLAN VIEW - . . ml - ____ _____T i ' 8 F , %.�� I . -� 5 I.. R111 I�V � J,9f,_"1 L_ M BOTTO 4 MOUNT I L -, ,I FIND) lCONf TYPE AS - MAY .. Al ,-, _ __- 8. BOTTOM (T) TYPICAL VERTICAL MOUNT ELEVAJION \,.Ij N T 2 ELUATrON TOP MOUNT L_ 14 TV PE (SPAN ABOVE _\ TRIIECTION) IC - <- REQ'D) I, BOTTOM tj - _M I f (IOUNTTYK IMAS PJEQ'D) � M. 0 � , . _0 I __ - (LOCATION AT VARY) -, � j - �E � ��., I- - I jl'��N T.IPF , I I I I I I I I I I I I I 1", L I- U`R. WTT-3M MOUNT (IMNN-/ Typr AS PEQ-P) MSAN BELOW - ---] \ LSP TRUMON) Ai 'i5y"', OPE­icPALW,-2DsTT­rCH LTICIIIS AND � BOLTS WITH INASMERED I BA,T�IM Wlw� NUTS FASTENED 0 x . .11 LAPSOMIDSPAN(US, :)PRIATE!SPAN 148if) VERTICAL MOUNT ELEVATION /"2i""`l, (NOTCHED PANELS) \H2.,,/ Tool S. ELEVATION /91 t� HL1SE - - I� II, ;1� ( I -1 'i " , ,, I', 0 373" ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PArl . � .1 ­­ - . .-- - - - - 1.�111-�l-III.-IIIIIIIII'A�.11,�l��11.1,IAI. o Iow I.Wthl�jr-N[4KFS"NTIAI�AC)III-BI I M."MUM ! 04�6ro ! , � "FiAuff At-WARLI, ',PAN (1,.,,.j W�A,11 A HONS if%� '� Hari 11 AWIVt - APE INSTAL ATEIIN� I-,RIATFM HAN iv AbQVt6"U1 : (Asi I j I I . -, In 1,011". 1 ED— -1 - .1 1. 1 � . � � ":�, I L ERI, � 1161,, 1 - :;,:1, . I : �,o Q 0 I 1, Uf,,,, - 2 16 1, . - � -/41 1. a "a"., 116 ... . : I 1-11 �:: I . . ./ 15 I, * fi.,� ; 131i't, , ; ":�: I . .1 .1 . el � ,,, - ,,M.'. ; I I",, - ,/ ", IS 8',r, - 6 11 ,, i � Ij ,,, - ___� ./ 7. - 7 � . 114.., - __ ___ i 6 I �.., I vo,rI 4 __ � I I, - - 1, - O., . 11 1 - 6j" __­ .11 � � .1 �., ­ - - - � ;I6N,CuL,ULoJP"a__FAS_T_EFaEP SPM`:_tEl - ERMINE MAXIMUM ALLOWABLE STORM PANEL , ,�N SCHEDULE IS ACCEPTABLE FOP USE WITH III VE LOADS LF,S5 TE,AN 00 EQUAL 10 �TTVIE DESIGN LOADS "PANEL FASTENERS ARE STUDS lF,,W IN I )UNC,TION WITH ALL MOUNTING EXTRUSIONS � TRACK. STUDDED ANGLE, ETC,j USE 6 25 . PAL EL FASIENI, SPACING TABLE VALVE$ FC., � N M R 1, - ADERS INC UUIRAjEVjtDCJt H" ANO'U' E 4DITjONS) ___ _ _ _ __ __ - -- L- GLASS .1,_ENTFO . - .. 1 ,ifE.,1ILy ,TF"9"M'V`A`,,IA, , ; I - " ------,-.- .t.;, - 1. ,� Nth MAXIMUM ALLOWABLE _-Z, - ,,�� , IIII.r* -iI!'�, _: t"Te DESIGN PRESSURES: -I, )IlIll, �T -- � 3 - '7 . � ". ��,�/' 111��_ 11,1171 ID-Wol. ,,, = .� As NOTED IN DEST N SCHEDULES DESIGN NOTES: I I . V 1. .7 P FOSITIVE AND NEGATTLE DES113N PRESSURES CAUCU% ED OR Q 11,111,1TH ISM5N,,$T�IMASICIAL,L,IIDEIERMINED R T E - . . IF W p� . � PARAT FIR ,�IE , IN C C Se ANCIE WITH THE D IN NE�S'.0 RE I 0 � I�U RE %T.11�,Ntl�C11DIC, ROANC� HIANTAINtCHAPTER Nt: � Q 2! 'L , joil . I L609 OF THE PLOPUDA HVILDT CODE SHALL BE LESS THAN I � I .01, i ! COR E2UAL TO THE POSITIVE NEGATIVE DESIGN P a URE CAPACII, V40 UES LISrED HeIkEIN FOR AN, 4 1� I ASSEMS1 I AS SHOWN 1 , Ifil I �! t GENERAL NOTES: I 3:5 1 g I THIS '1EW1EF1.1'AT'E0Rj1_1 MIN DESIGNED AND SHALL 11 FAEFLICATIO IN 11-D Or RE . ACCORDANCE r , InTEMENTS 0 P THE FLORIDA BUILDING CODE IREVINEYE1 EDITION P U5 Mo OUTSICIFOP THE Al"z OFF , EE 1 at 1�0 fOAD FAS 201, 202 MO 03 TjSr PTIOYOINSIDE COLS. CONTRACTOR UAL L INVESTIGATE I A 0 CONFORM To ALL LOCAL BUT LOINIIQIIAMII 111,17511 MAI APPLY, A Yo I rothly 'It! 0111"M M DO" 3,4Wc H,kL,T AN uIll AMETIJETIM XIC eNGIMESAOIC, 2 NO 31-II/1% roxil IN ALLOWABLE STRESS HAS SEEN LIS;EV IN I RE Z' S ' "' Tj "TH12ARCHIM011INGINEEIR � .1 111.111 ICK THE PNOIEC (D SUPERSTRUCTURE WITH WHICH THIS DESIGN 19 USED SHALL BE RESPONSIBLE FOR THE INTEGRITY 0; ALL SUPPORTING 90 RFACES TO THIS DESIGN WHICH 0 '; C rALLBE OCROINATIED BY Th� PER M17TING CCINTRA( TOP. SeNAVAT ��SPI!CIPJL SEALED C.AINETRI.G SHAU, . 1. Ill i I ORBEFE jf�.LITTXV DEVIATE PROM AADElorlef"LECTIONINTOR SPANS comrAv ED THIS OLLA ,.., CALCULATIONS I i 'ERVATO, .CONTACT ELEE A lis A� Be TERM PAN A MAY [ qVUSIAMrD � - 2 �FEBS LE 0 r Dr,ol 0 MINN IS Dart *aC AND GOES NOT PROY'l OC 9 I � I PORAS FIC SITE _ MR El INFORMATION no Te CONDITIONS DIFFERENT EACH I HE CC NDITIONS DIETAILBO, EIN ALICINSEDENCINMERORIVIC115111RED Al ii IN ' I �7 . ill AKH111ILISEVULPREPARIE 5 r CHIC DOCUMENTS 00 USE C NIUNMO" VITY1 THIS DOCUMENT C 6, DF51 IN PRESSURES NOTED HEREIN ARE BASED ON MooXIMUM TESTED 5 61 1 1 3i PRESSURES, DIVIDED OF A 1.5 SAFETY FACTOR. 7. EAU. FAG ARPM SH L.'le OIL IOA ADE3 LISENCYIED OTH RIVISE, CAD IUM P CORROSION -%SISTANT MATERIAL AND SHALL COMPLY WITH "SP' CIFICATION 1 FOR N.VMINU STRUCTUAW SECTION I 3 By THE ALUMINUM ASSOCIATION, LAIr D 0, OTH�� Erg, TER.611',ro, at A� RWIEr y i - , i Ill IN . S ANY APPLICABLE FEDERAL. STATE, ANDIOR LOCAL CC � M � t jC Au. STCENH PAN PUIL SHALL Ile 14GA STEEL 1�0.024' DES 5 i IF S OWN PANELS SHALL CONFORM TO ALITIM A453 STINULIURALOUAIJ, W I CRIOG,YLVANIZED COATING WITH A MINIMUM Fl�l K�I S� X: SO. ALL ALUMINUM EXTRUSIONS SPALLUE 6062-T6 ALUMINUM ALLOY. LU I UNLESS NCrrEO CTHPRVASF. A IO1I%f1OY1OMOF1AJUfiSHOW M,IIIfrINT1.C..kG1PA11F1C1C1 ei CONDITIONS DtCTATE. PANELS MAY BE MOUNTED VEATTCALL'T OR 'HORUONTALLY AS APPLACABLE :� 'ED HEREIN �HAU RE CROWDED It' 4% Fi2orCONCROT POICHORENOTI MO CRACICIED CONCRETE ONLY. IFISTAUL ALL (ONCKETEANCHOKS PER - . I ANUFACTURE RS RFLC CoMMENO TIONI 3. THE CONTRACTOR 16 RESP014SIOLE TO INUOLATE OR PFogX ALL ,E 1110! � OWN ONLY, USE OF THIS SPECIFICATION By NTRACTOR, .14 .1 01mr,".11 n " Z"VIS HARMLESS ]NIS INICIM trMio '00 ALI C SY % DAMAGcS uld INCLUDDI LEGAL Ftr&&APPILLAIEFEE'�gEr,ULTINGFRVMMATLAIAL THAI FAIHUCA A __ 1`1010,-YSTE" EFLECrION, &CONSTRUCTION PRACTICES BEYOND , PMAYTO CALLED FOR By LOCAL, STATE. & FrOWTIAl. �011cit 5 PROM NIF THIS PLAN .99119 1, VC C.S..,EPTASfXPP2"LYPROVIDVDHMeltl,NCI�Dr=NAL Is ATIONS OP AFFIRMATIONS ARE INTENDED A�NAYIIOFTS AECTMONS DROIMMEI MARK NAII TOTNISD�.UMEFJR ARE NOT PEP i�eb ARD INVALIMAIr Toir WRTIFIrATION 37. PANE LS"9HAUL BE PERMAN EN II.AaEUDWITHAMINIMUMOF (1) LABEL of I I PER EVERY I a FIOFY CONTAINING THE FOULOVIING AFOR"TION' :11. ANIFRICAN SHUTT IRS Art A GLASS 11 I*LM lfokljlio�[A, ,?" a', 'AS ,A I'm TAS Z I . F LOA PRONX r AP PRO% At NUN ITIOR _1q 1 20-31543 VISIT ECAL.C.10131W $-I@ agi;;i? - 11 I.I.-Ilil.iT.,;,-;,�'�l.'�,,�,�,�.�I 11-11 ­.- - .41 I—— 1-1. . _7i� _­­ - ­ - � 1 __40 . . I .1 Of - I 1 191 J, kv Ill M 00i L W 0 . MINIMUM ALLOWABLE SPAN SCHEDULE (5�� TOP MOUNT 4 i � 0 1, . - -I I I- 21 '� IF - - -1 ,; 'I I I t:1 � I �- �, - ? , 1 I 05 g ' 1 I !, . I I 1144 11 4 'I � ft Al I - P li�.ttedr,,� I.. 1. O' Xr �4' 'A* ?V 2zL 41 I . ", :t� X .kl __ Mod" 4ut MR".( - _F_ IF _� __ I. 2r -2 2.4' - -9-- 0 .- "' `23 __�._ 29, � :�5 nqw T O' -?r- 2Y 21' Zir III; 22' Ir 2 IF i4IL IT ?�_ 3 __Lbl:l� ___i_ A'S=,W 2x - 2�4 2r 77� -W- 3" 11, IT ___f_1___ 2), 3(r .7-. I EL J3. ,W rm a 24' 24' 24' ICY' As' , SIT 29' Air 24' 45, xT 5S 2 TIE - -r T-A &W Arf&_A__.. _t�__ - ___ _ _ ___j �� __- _L_ - ?IF -22-' -tLsr N_ I -ir --- .2Ir . 30' . - -V. 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'iff . 412 -- __ ?� = 4 n, V S1 - ­ V!:_ Q)Y- WALD_Q,n` U 0JAR-W @!L� mm"'A"LL- , N I � - .111, .. .. I E I 3 . 1 360 MAY .1 1. -0313, D;I - �! : L 51 .5604 __JLSW�� C, 3", 0 376* . I - F I J,\.\\��___ , I I , is � 0 , , � A 176, 0 350' 1% 11A 4 - L 0. I 19. I ss, C,.I9 " ,),Igb- 117 14 � I 00 yj i .� 11-500" PANEL COVEFU ,P -0 BLUE It . 44 1 - " -K-1 I '. L , 11.1 1D. It 41- �;_ � 2 -14.875" PANEL LEPIGT� 11"TT ia FiTtl � ,-r,?-T UPI � I T �= 11 oz_w� 7 oOgo, - A." -J 11-ID - ,; j:7� al"IT1111 , GO, SO " ,A _ l__ Z: ,,-LC3D5 I C - 0 - En Z 0.0901, CA ., -"-,-., IN, I _ I - TYR EYE, �� 0 "", - -NY *F`.MA - " I C.) RKg -ON (T)'r ELE&GS V`E gi- &W� � ; - I I .10"n, . 0 - I 0 . 1,76"-; i 4�, ._ 0 � 4 -, .,I- . I. I FdDi I = � .., I �-r1' ", -�:l"!!!" * I Do I < III L 11'.71I, 1 / 1. 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" ANCHOR NOTES: 'FITIFIED HEREIN, BUT ONLY PROVIDES �AXJ ANCHOR SCHEDULIF APPLIES TO ALL PRODUCTS 0- MUM AL.LOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRES51i RES INDICATED PSPAN SCHEDULE SHALL APPLY ENTER ANCHOR SCHEDULE FLASIEr ON PANEL FASTENER SPACING THE EXISTING STRUCTURE MATERIAt. & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTONEGAtIVE DESIGN kAOON SHUTTER ANDSELECTSPAN GIREATERTHAN OR EQUAL TOSHLITTERSPARLSkUPLI , WK)UNTING OONDFrEON (SEE MOUNTING DETAILS 014 CONNECTION T`VPE EASED ON APPROPPLIArr 3 PAL T E ' RE DS USED N Fill 0 ALL MOUNTING EMUSIOW ( F, - TRACK, STUDDED ANGLE ETC I USE 6 25'O C PANEL FATrENERSPAONG TABLE VALUES FOR ALL "11" -AND 'U',HEAVERS (114C.LUDING BUILDOU7 CONDITIONS) 4 ANCHrMq SIIA[ L 13E INSTALLED IN FOCORDANCE WITH MANUFAI-TURERS'kECOMMENDATID#�E. -OMMM SHALL BE A. NOTED IN ANCHOR SCHEDULE, 5 HOLLOW LOCK HOST.STRUCIURE SHALL CONFORM TO A,5TM C90 BLOCK 6� MINTIMUMIEN, 7 MINIMUM EMBEOMMT AND EDGE OUSIANCE EXCLUDIF5 STUCCO, FORM. BRICK,VAND OTHER WALL - FINISHES WALL FINISHES SHALL BE LIMITED TO i/4" MW OP. SHALL ME VERIFIED 5 OTHFFM10 ADEQUATELY IIIANSFIER LOAM TO HOST STRUCTURE 8. CONCREIE ANCHORSNOIEDHEIR1111 SEVI-LBE EMBEDDED TOUN-CRALCIKIDOONCRETTE ONLY 9, WHERE EY1577NCSTXULTURE IS WOOD FRAMING, EVISTING CONDITIONS MAY VARY FIELD VEKIFY TMAT FASTENERS ARE INTOADEQVATE WOOD FRAMING MEMBERS, NOT PI.YWOOD. FASTENING - - TO WHERE ANt"IHOILLS, FAL TEN TO NARROW FACE OF $JUD FRAMING, FA.�IENIEFL SHALL BE LOCATED IN NOODIS ACCEPTABLE ONLY FOR SIDECLOSUKEPIKIM1. I 5 EILT E EFIL OF NOMINAL 2� K 4- (MIN i WOOD STUD (4- EDGE DISTANCE 15 ACCEMABLE FOR Woof) FILAMINGL WOW STUD SHALL BE -SOUTHERN PITIE_ G_OLI�5 OR GREATER DENSITY. LAC SMEW SHALL HAVE PHILLIPS PAN HEAD OR HEY HEAD, I ,.I REMOVABLE NICHORSARE OFWALT VANELMATE, Al-L-POINTS SCIUD-SET &BRASS Bu5lithr ACRITNE SCREWS SHALL HAVE Ift!" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE , M ANCH A ANE1 A LI . MAY HAVE EITHER A PAN HV, TRUSS HEAD, CARL WAFER HEAD NDE*ALX SC-T) U N O MINIMUM ENSEDMENT AND EDGE DISI NrE EXCLUDES STUCCO OROTHEP WALL NIS JET HES I L 1. 'r D16IG NATE_- ANCHOR CONEITIONS WHICHATLE NOT ACCEPTABLE USES .11 DIRECT MOUNTING CONDITIC045 Lb LINTAn iNTrERECTLATioN is Nor Peer,ETTEc. FEE. USE Fit THE ANCHOR 7CHFOULC� 1_15TED ON THISSHEET 1 20-31543 . . 1 . - %) ._. ,_-,-l_ -N M� 11.1 14I.-I 1:�t .. I - . � �_1�41171__f !�_..�� . :1 0, 2. IF W M, � 1 5 ii� I . to E ON; ty> Y i � J�ou 1 I . is I L ;I I � �! ILI g am . , . I :� E 11`1�! 4A � . C3 1 I I - *.! II I ,� a 1 = IF. I ; I 1:7, W, F a � Ill 8 -1 f R I LU X: 3! =1 < I I II 01 9 I -0-0 a) 0) I _9__ Cl) -0 -00 > (1) r- -I.-M, 0 I'D L_ CD (1) L- CL 0- = 0 0 L_ a 0)0 cid -I--- -0 W -6-0 a- (D . a) -+- = W =3 -0 CU 0 - CIO -0 - - U) Fja c 0 C 2 Ca. -2 C= = -2 a) 3: CIO a 0 0 - -1-0 CIO LL e4­ C) - CIO > . - .D W US I- .6-0 CIO " o- = �-- co -0 TFOR a . .4-0 V) a - < 0! W M j 4 Z Z Cn-4--o L. 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