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Home My WebLink About36417-36437 Camp Fire TerI t�l R1l11.7 3 v I i M LO 0 U) 0 rn rn J co C> LO 0 I O 0 I N i I co N i 0 Ln 4 rn I CA 0 r— Ln 0 I LO LR 0 I N i 0 C Cr .a f--' M O /4� 2L E 0 `v c aci c 0 J 4> tff M, 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 Red. 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 FR 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 Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp, Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of 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 WOW 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 WI or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC 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 Proofing) 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. Mr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED — C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS — C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD—LT-2023—MOD ELEV. PER C.M. UNIT -A 1532 MEN] OEM son MEIN] U IV 1 I -lam I OZ4 U IV I I -U I qL4 U IN I I _U 1 t3L4 6 - UNIT TOWNHOMES (ACCCCA) U IN I I _U 1 hL4 LENN/%ReM 6-UNIT TH (1532-1624) UNIT -A 1532 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SID€7 2.2 FOUNDATION PLAN - RIGHT SIC`!� ' W` 3 FLOOR PLAN - UNIT -A 1532 N 4 FLOOR PLAN - UNIT-C 1624 / N N 5 1st FLOOR BUILDING PLAN W U z 6 2nd FLOOR BUILDING PLAN U 7.1 EXTERIOR ELEVATIONS 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN I 11.1 FIRST FLOOR ELECTRICAL PLAN A 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL 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. d" c as 111 c 0 � ;✓sq C 1. _ cc V N m x H � L.L.. d r C 3 3 � � SE , C E A C 4 'J 'o �H Z 6- 0 ' 1 AOw l$ HISS 9t Y� To the best of n n e now edge, Information and belief, the structural plans and spedflcations 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. rA 8 5? r o tj 0 $u z 0o L A 0 m i W 'o�n`r m Z 04 IL N Z N < o0 ❑❑❑ W CD R Z N z � N z �fQ ;�Wl_ V � � 2 � 2 0 w 8 V) c `� �l!) T � � 0 Q g �� o M ZZZ 4 M � 0 E W Z Q 0 Z 0. O r° X <, ttO Qo �2 �� _ CA a ¢ m, O o Z m J a < a Z 2 V 5-z ar W T w n LL a ZI6 lJ 0 0 co O O I— � L N CO M co IL O Ln :3 Q r E r r T 00 m V M r f'� r CN 0 L.C7 .-r C M C (.0N O Lf� Cfl Q r r ui m 1 M T y L! d Z Z E o c d U � q p JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. '�A1 v. 3 I co v N CD i N M v- 0 Q 0 rn 0 J co O r1_ LO 0 I 0 r` 0 I i I .4- I N v r Q cn to 0 rn i 0 J 0 X) 0 I O LO 0 I C14 v C v 0 Q� c 3 Q N 0 a v N E O v c c J fl 0 v J LZ NM 0 L 0 �P a LO 04 CCN 0 N \ v 0 Y LO w �d m v a� v cn NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) } O W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON ir >_ FOUNDATION PLAN N N a CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE ti � - FOR EA. HORIZ. , REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. "° -��-- d , ° o a 40 • 4 11 (4) #5 sk REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 „ BASE PLATE a LO 5" SECTION A —A W10 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" = 1'•0" M 3'-0" x 34" x l'-0" w/ (4) #5 EW. A 73' / 55 D1 TYP. @ 2-STORY U.N.O. N In 3'-0" x T-0" x V-0" wl (4) #5 E.W. SYMMETRICAL " 18'-4" 18'-0" 18'-0" op A'-4" 13'-4" 3'-8" 3'-8" 13'-4" '-0., '-0" 13'-4" 3'-8" op VERIFY VERIFY 3'-0" x 3'-0" x 1'-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF KC AC PAD L (2) #5's PAD PAD L LPAD HOSE S3 7-0" x 2' 0" x V-0" OSE HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 7-0" x V-0" BIB w/ (3) #5 E.W. RIR w/ (3) #5 E.W. w/ (3) #5 E.W. r_x_w_ L I L NEDENSATE —I I NSATE I I U I CONDENSATE 1 IF, OL -4' ELEV. FIN. 4' ELEV. FIN. 1 4' ELEV. FIN.41. $ CONC. SLAB 2 $ CONC. SLAB 2 CONC. SLAB $ 2 N 1 Q" 1 -0 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6'-8" I 6'-8" 3'-10" 3'-10" 2'-8" ve ,4. 4" I 4. PROVIDE 1�RECESS OR _ _ _ — I _ —� — — — — I PROV E l Yz" RECESS FOR I _ PgQ D�"SCE OR — — — — r— —j — — I r SLIDING GLASS DOOR. REFER TOI 3`S`bORE�F "R I I MASON'S SCOPE FOR IDTH — I I MASO 'S SCOPE FOR WIDTH I I " MASI G SCOPE FOR IDTHR O I I " Qt� ® I M PROVIDE LINE FOR D1 I I L_ PROVIDE LINE FOR M I I CO M PROVIDE LINE FOR —D J I I `�° S3 I ICE MAKER I I I ICE MAKER I S3 I S3 I ICE MAKER I I I INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. d ?I Ir(II J , I I " ` �� ' )n TO BEAM WI 1#5 REBAR VERT. II I I y L 3 2" MIN. 3000 PSI CONC. SLAB FOR T I \ I I ABOVE SLAB. TYPICAL @ALL r I d I `'L I I I I rfi (I HERNANDO COUNTY ONLY. 3Y" MIN. I r I r I I` 11 J�\ I I PLACES SHOWN HOOKED FTG. L , , j LL 2500 PSI CONC. SLAB OVER 6 MIL. DOWELS 17" EMBEDMENT W/ 25" VISQUEEN VAPOR BARRIER I I L I EXT. ABOVE SLAB. GRADE 40 ® I I I I I I I STEEL I DBL, SINK / °0 I I I DBL. SINK w/ I I I I a0 I DBL. SINK w/ I I I °D C.J. — — —- DISPOSAL_ cO DISPOSAL _ __ _C.J. _ — — — C,J. DISPOSAL �D r) I�I�� — I I I I ill L_ J JII I I I 11L JL J111 1 I I I I I 1 1 IIL JL JII 01 12,_5�° 5'-10 „ 5.9 „ 12'-2 „ ( I 12'.2 „ 5,_9j„ PWO i PWO I I PWO D1 D1 I I D1 d I 'I I I I ' ,I ' 14'-6' 3'-1 " I 13'-10" 4'-2" 14'- ' 3'-10' Ico OIL 0'-0" ELEV. I I I I I I T ® I FIN CONC. SLAB I — — c.J. �— CO I S3 S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION 2' 0" 2' 10" I I 16'-0 go LO ® I I IL JI IL JI I I I I I I I I I (ELEV. APPROX. 7 I I I I is 1 1/2" BELOW F.F. I I I I I I (ELEV. CAN BE NO �� IMORE THAN 1-1/2 1L j /1�1 ■ IBELOW TOP OF — — — ii�J — — — — EGRESS DOOR ITHRESHOLD. FIELD K K VERIFY <•, I� H. � � H.W I iv PROVIDE 1/2" RECESS FOR _ �� S3 L FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 2'- 0' 2'-10j" ■ ® ® ® FM24 T I FM24 S3 S3 HOSE BIB— -4" ELEV. FIN.I &D I I I -4" ELEV. FIN.I CONC. SLAB I I CONC. SLAB PW01 C.J. U I C.J. — — — — _ . —� e O_ I fV N T-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. 55 I I I 55 D' I I D1 I ■ I I I I r A q I I I w/ (3) #5 E.W. co S3 J I I J " 1 S3 I S3 4 "SEE S-3 FOR L 10 RECESS OPT." - J - - 00 (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL W/IN FILLED CELL V-0" V-8" V-8" 8'-0" 1 V-4" 11'-4" 54'-4" I I I q 0'-0" ELEV. I I 0'-0" ELEV. 'r I I I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. C.J. - .�_ ��- °0 I I� GG S3 I I I I I @ FOUNDATION I I I I 6'-0" 2 0" I III I � I I,I " I I L. J I I I I I -- —� ' L I I � io PROVIDE 1/2"RECESS FOR I I PROVIDE 112" RECESS F R S3 I N FRONT DOOR. REFER TO L FRONT DOOR. REFER T A3'�N'S�Z`OPTTOR WTDT� MAS N'S SCOPE FOR WIDTH Z-10i" FM24 .4. / .4" � I �0- -0" 4'-0" 11-8 1'-8„ 4'_O" 0, O" I 10'-6" 01 or cT °0 4 -4" ELEV. FIN. I 4 CONC. SLAB I I in ® I ® I PWO J. U C.J. — + — C.J.ro k N ® ^ ELEV. APPROX. Iv I ELEV. APPROX. ® I i I I 4 1 1/2 BELOW F.F. I 1-1/2 BELOW F.F. ELEV. CAN BE NO "I I I ELEV. CAN BE NO 55 MORE THAN 1-1/2 MORE THAN 1-1/2" BELOW TOP OF I I _ BELOW TOP OF Y EGRESS DOOR °P EGRESS DOOR THRESHOLD. I I "' THRESHOLD. I 2'-6")x2' E.x. I 6. w/ (3) #5 E.W. 1 FIELD VERIFY I I FIELD VERIFY I I 4 to S3 60 i'V L L N iV �' S3 S3 HOSE HOSE —� BIB BIB (2) #5 VERTICALS WIIN FILLED CELL 8" 6'-8" 6'-8" 1'-8" 8'-0" 1'-8" 13'-4" 1 V-4" FOUNDATION PLAN -LEFT SIDE SCALE: Y4"=1'-0" N O N ti 0 Z > "a C2 ram-+ O Sti Co C M V CV lC O N w N O d y o Q d a "'3 to � U N N A c E A p 0. v `��Zil',11QQ09TOlrI'lsp�� ?gotvy • 1. (D / o 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 potions of the drawing pages bearing Engineer's signature and seal. 40 V o Y g P m (nn W W ni a 0 rNiv Wdd M —i LL a Yi� U I� ' .J LL S j i C �s�yf 0 L{ � T .0 00 '13 W 7 N V7 m J Q 00 �°f°i J � w LW o MC-)� Z 03 ❑❑❑ W (9 z z Q� a� c� z C1 C) v1 C ca F- AM U E U � 0 C Q � N s�o o Z r _ W O > N a o�_® _ 0 0< a 2 a Z. c�0 "dn w N. Ga x< a p� Z�I M ) �p� zz Z U W CJ C/i u a N41 LL i i 2 O/� w ` N c TO 1—. N Ccc CV CM CID Li- CF) Lo r r a E r- 00 � v J m U r 0 L0 .� M M L 0 N co Q O cD r L.I7 T 6 W 1 7 C= N � o z z E E (n Go) «j m c a U � Q p .j JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 2.1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w g co co CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" SYMMETRICAL VERIFY 3'-0" x T-W x VV AC PAD LOCATION OF A/C w/ (4) #5 E.W. — PAD OSE L BIB 2'-0" x 2-0" x V-0" S3 w/ (3) #5 E.W. I— CONDENSATE I v LINE .0 OIL 4" ELEV. FIN. 1 CONC. SLAB o l� 2 2'-8" Ll T-10" 3'-10" 1 I 6'-8" A, FF — ---I I PR VIDE 1 �" RECESS FORSLI — ING G SS DOOR. REFE TO MA ON'S OPE FOR WIDTH C L�1ICEMAKER j PROVIDE NEFOR - M i INDICATES FILLED CELL W/3000 I S3 PSI GONG. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. I T l ABOVE SLAB. TYPICAL @ ALL I1 •l _ ; PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" M. ABOVE SLAB. GRADE 40 STEEL L S3 VERIFY LOCATION OF A/C PAD 24" x 2'-0" x V-0" tPJAD AC PAD HOSE VERIFY LOCATION OF A/C PAD (2) #5's 2'-0" x 2'-0" x V-0" W/ (3) #5 E.W. RIB RIP w/ (3) #5 E.W. F— Q CONDENSATE NDENSATE T 1 -4" ELEV. FIN. LINE I I I NE CONC. SLAB 1 L 73 I� OIL 4" ELEV. FIN. CONC. SLAB $ J n� nn N PF ILA3� — IF—ILI DI (� b60A ROR T6— ING G SI M SON S SCOPE FOR WIDT I ( I MA N S M PROVIDE LINE FOR J I I - PROVIDE LINE FOR S3 I ICE MAKER D1 I I I D1 ICE MAKER I �r 71 ,1 3 2" MIN. 3000 PSI GONG. SLAB FOR / I r 1 I HERNANDO COUNTY ONLY. 3Y" MIN. 2500 PSI GONG. SLAB OVER 6 MIL. _ I I VISOUEEN VAPOR BARRIER I FOR WIDTH M S3 A 1' ® ■ �I EI T-0" x T-0" x 14" w/ (4) #5 E.W. DBIB618NWQlwI I � I I I I DBL. SINK wl I I I DBL. SINK w/ ' DISRIDSADSAL I _ _ — I C.J. C.J. _ _ _ DISPOSAL DISPOSAL _ _ C.J. — — _— 55 IIIIII0II #5 CONT REINF. I I III— JI 1111 1 I I I 1 I III J_ JII I I I III JIII SEE FIND. FOR I N_�_ =_JIL _ —J L _ _JlL"�—=— I L _,AIL _ _J TYP.@ • QUANTITY I - _ — = �- I I �= — _ — _E3 I '� _ _ �-- • 2-STORY U.N.O. . - . 5' 9�" 12'- I 12'-2�" 5' 9�" 5'-10�" „ #5X25"X25" CORNER BAR ONE I I wo1 I I I I wo1 I I woi y a . FOR EA. HORIZ. . I D1 I I D1 I I D1 ' REBAR, TYP. U.N.O. 1 cO I I tO L zo 1 in -2" I ( - -10" -6"3-10" 43 -104 TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. Ga Q EE 4 o O e ° ° T ,■ ■ ■ (4) #5 a o ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 BASE PLATE r O 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" I I I I I I I I 0'-0" ELEV. I I 0'-0" ELEV. r' 'O 1 FIN CONC. SLAB FIN CONC. SLAB I I I I r ELEV. FIN coNC. SLAB FIN --�_ � � 4-- - c.J. i - - � I- -I---� - - c.J_ I I I I GG I I GG I I GG I I S3 I I I I I @ FOUNDATION I I I@ FOUNDATION I I I I I I I I I I @ FOUNDATION I 1dP 2' 0" 1, 16-0 6'-0" I I 2' 0" t 2' 0" I I 16' LO IL_ I I I I IL iI �1 iI IL &DI I I I �' I 11111 v I 7 I I I I I I I� ELEV. APPROX.I 1.1-1/2" BELOW F.F.1 1 I � � ELEV. CAN BE N0 L— -- I I I I I I \ �i I %/� I I MORE THAN 1-112"I BELOW TOP OFI EGRESS K K VERIFYI OOR THRESHOLD. DF ELLDI CO I IH.W �I N K I p N I` w.H / I� 11 N �S3 P OVID 1/2" RECESS FOR NROVIDE 112" RECESS FOR 53 L� PROVIDE 112"RECESS FOR _j I T I v FONT LOOR. REFER TO J FRONT DOOR. REFER TO v I T Iv FRONT DOOR. REFER TO J 1 Oj" FM24 SON'S SCOPE FOR IN M NTS OPE FOR WIDTH FM24 2 -10 - o FM24 MASON'S SCOPE FOR WIDTH ® ® ® ® ® ® I ® ® ® ■ -4" II -4" I -4" I I 10'-6" I 1 0 4.0.. 1 J 8 4. O., ._0 0„ I I I 1 10'-6" 10'-6" I 0.1 4 I -4" ELEV. FIN. 00 co I I 50NC. SLAB I I `t CY) 14" ELEV. FIN. I I io 4' ELEV. FIN. W01 I ®AV7111 I ® I CONC. SLAB PW0 1 I CONC. SLAB I I D1 � I ' 2 I � D1 _ C'J.L- `�q� I + I o _ C.J. e — — I _ _ s C.J. $ 1 _ C.J. _ _ C.J. 1 w I W' i J • ELEV. APPROX. I I ELEV. APPRO I $ I I N 3'-0" x 3'-0" x 1'-0" ® 1-1/2" BELOW F.F. F 11-112" BELOW Ft ® w/ (4) #5 E.W. I I I 55 ELEV. CAN BMORE THAN 1-1/2" I ' MORE THANELEV. CAN BE NO 55 I I I 55 D1 I BELOW TOP OF 1 1 BELOWTOPOF 1 D1 I I I I D1 I ■ EGRESS DOOR--!? EGRESS DOOR 2'-6" x 2'-6" x V-0" 1 rn I I `r' I 2'-6" x 2'-6" x 1 A' cq I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. 1 I I o M I I FIELD VERIFY I I FIELD VERIFY M A S3 I ;0 — — —J L— — S3 I I 1 C S3 I S3 "SEE S-3 FOR Q 1 ' L — — — I ` — — — — — J RECESS OPT." in iV N L S3 I S3Mill (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB WIN FILLED CELL WIIN FILLED CELL V-8" 8'-0" 1'-8" V-8" 8'-0" V-8" 8'-0" 1'-8" 6'-8" 6'-8" 11'4" 1 V-4" HOSE —BIB HS3 S3 WEIIIIII T-0" x T-0" x V-0" w/ (4) #5 E.W. } 0 T 0 u� N FOUNDATION PLAN -RIGHT SIDE SCALE: Ya"=V-0" lam! c o iV o o c"-a i ¢ N m � La � awl cmi d •� � c o CC •A =^ T a N ¢• E =° o a. i 0 fdIN°��'r N`�� T To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations 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. WEE Q �pp S w S N N LL LL � u. NQ1 ri a O S M ,d 11 U C1131 LL Z aO oQCS — d" N Co W _w_�ZN IL_ z U Z O ❑❑❑ W ( z z i z U) QJ -- N CD N Uj OLu Lij � � a I z � c _0 � o M 2 z i r;j_ E sLL i N 0 Z® r`O rvti $ O o, K w o �U rro C Z o& zm vaw 15 Z W J 7F ag CS =1< =O a 300 CN r M 1` Co W i_ O C3� Liz :3 a T �- T' E s 00 U) m U = F— O c� LN C'7 co Lo CIOo N M CO Q O T' L 17 T y W T M Ln c Z Z E O E c a ci JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 2.2 NI■ 3W -v I ca N cv cJ M v rn 0 .n 0 M I rn J cc 0 0 I 0 0 I M I CD N ca 114 i PI) 0 c� cc> rn 0 rn J ca 0 0 I 0 0 rM i i 0 V) 0 Q 3 H Q N 0 -1 a E r° ayi `v c J a a> LZ N 0 0 0 N 0 LO v 0 M Uj D 9 0 OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" DRYWALL TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE � o F. FL. -- - _ - F. FL. ------- --------\ a.m [18 \� v �__1 1/4" TO 2" DIA �� HANDRAIL NO 15 LESS THAN 34" 14 ��. NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. < \\ 10 HAND RAIL METAL 9 U HANDRAIL rn `` 8 rn BRACKET AGO = BLOCKING AS REQUIRED 0 60 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 } S.H. 13 20X38 18JX374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62} S.H. 16 20X72 18JX71} S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. iH5 27JX63 26X621/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 381 36 } X 37 3/4 S.H. 24 371 X 501 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 }WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 J X 374 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. F. FL. \ 6 5 J 2x STRINGERS 4_ 0° 1 F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 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 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 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guam's 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. 0 Co M ! 0 ore 0 iii ::: =!m • 6'-8" i8 SGD CN 11 iin N © U) DINING 9'-4" FLAT CLG. TILE 9I O U) LO N 55 D1 '. U,N.O STONE VENEER 16" SQUARE- CMU COLUMN q l FLRG. LINE FLRG. LINE (V FOYER 9'-4" FLAT CLG. g TILE o1 �T.O.M VERIFY AC PAD LOCATION OF A/C PAD ►ii 11• • •ii ►ii •i►i 16" CNTR. AT A.F.F. GREAT ROOM 9'-4" FLAT CLG. CARPET J I■iiii.. - � n-7 I • • III• 1�....!III,I .IInl RY! • 111 III � � 0 in Oo Q �o ~ HB - 6 co N 11 CI QII I 00 co I ob N I� GG S3 41 All *NO UPLIFT* Q H1 2868 1/2 WALL CAPPED UP 2x6 WALL 00 f- -- co Z N zi V \/\/ K . 1 TYYYI LYYYE' � 1 O 11 I NI W.H. BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" FIJT CLG. CONCRETE r- - - - - - - - - - I I - - - - - - I I ■ I I I_ LINE OF 2nd STRY. _ ABV. 1 _ .t I **NOTE * I BILK. WALLS A RE 8'-8" 1 TALL FOR "A" NIT 5'-8" 1 FROM FRONT OF GARAGE K TYP. @ I S4 GARAG 8'x7' GARAGE OOR 8'-0" 1'-811 Iq ill AII 1ST FLOOR PLAN -UNIT-A 1532 SCALE: Yn"=1'-0" D1 STONE V-8" VENEER 6 " 18'-8" _ 0 to 0 rn Cn 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) 2ND FLOOR PLAN - UNIT -A 1532 SCALE: A"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET 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 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 R312.2.2. 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/ 1111111777 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) G.C. TO COORDINATE PLUMBING TO AVOID A CONFLICT WITH STRUCTURAL WD. COL. e� lr oW _ •O�r m -a o '° m „ sn- d' iJ 3 Q � •- u al m A O � N E w c '> cm ;rlcsw 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 $ $ cg N C J k. O 1 0 w o. ._ 'b ILo LJL cor-n03� LL w W 0 a y'CMv W Q a Y Q _ JLLLL Z �� o 0 A Cl O � O It S W N m W W ¢ z Z W GoIL N M Z Z 66 ❑❑❑ c� z � z N CL.PI - N z a v � � o 0 .0/� LLJ Q F V cs LL, C. �N r6 r w 8 U �i 0 s w QD M o9 i __J a E z n Z � �U ►- n � zgy oa E V� d Z o a Z Z Q� r- c $4 U mo QZ Z tll � J �o rz R o W T3 o m LL a O a � 3 O 12 > 00 0) = U N dl m (D 1 L T Co M Co IL 1111') = _ a r T E T 00 cy5 U) m V _ j N F-- 0 <o L O .0 M M L o I` N M p Q a © T M N U, T m Z E O U d U S Q 0 c � JOB NO : 23-05701-05706 SCALE : AS NOTED SHEET NO. 3 0 f` 4 F- OWNER'S BATHROOM SCALE: 3/8" =V-0" BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" 18 ---__ 17 T 16 0 00 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 14 13 12 11 `\ \ ,10 - \� 9 08° io 2x STRINGERS 1 A- n" N \ 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 251 S.H. 13 20 X 38 J 18 } X 37 J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 � X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. iH3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. w U Z CONT. HAND RAIL J U Q w 6 Z -�5 2 E TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE O(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 <e> 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 DRYWALL 1 1/2" MIN. CLEARANCE J i BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3" FROM ONS . 16"o.c. AND HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =l'-0" 1 1 /4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the 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 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guams 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. 4 i~ 13'-4" AC PAD I FI B VERIFY LOCATION OF A/C PAD 114 ------------------------- OUTDOOR LIVING 4 9'-4" CLG. A.F.F. o io CONCRETE FD -0" 16'-8" 6'-8" X-10" S-10" 2'-8" 'TO 6068 SGD °' ~ co ® r�BF REF i F12468 e c0 I 00 rO 8'-3" 3'-2" 6'-7" o I O O DINING, KITCHEN w IID N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE XA 0o I>04 SI NK w/ I >04 co cm D/W DISPOSAL I to I I I r---J FLRG. LINE - - - - _ - ----------- 2x8 WALL 6._0. 8-4- X-8" 16" CNTR. AT 42" q In ' In q A.F.F. 1/2 WALL q iD CAPPED 1 TXA II UP 2 co N M 4 GREAT ROOM 9'-4" FLAT CLG. CARPET 00 14'-0" " 7 30 co co o PW01 D1 10 GG TYP. S3 11 2x6 WALL 7'-0" 2'-8" 4'-4" o I --- F- rn to "NO UPLIFT* Z_ PW01 FLRG. LINE 00,0 D1 S4 - - - ' N �- 11-LE TYP. N 7,-sob H1 u-TILE FOYER N trim o 9'-4" FLAT CLG.06 2868 � TILE 50OP o S aQ io 9'4' T.O.M. 0 7�co 2'-6" 3068 BUILDER TO PROVIDE © APPLIANCE PROTECTION - WHEN REQUIRED " � PER FBC 2-° 4'-8' 1-CAR ARAGE 9'-4" F T CLG. CONC ETE ENTRY i1 9'-4" CLG. A.F.F. 4 N og CONCRETE rn v, 0 r-----------------i LO I q0 I I I CDF-: oo I I I I 0 j TYP. @60 0 -- ~ I GARAGE I I K I 04 ■ I � I i;o I I N FV CV nnnn ■ ® ol..-, n,AMA STONE VENEER 1'-8" 8'-0" 6'-8" 11'-4° 1ST FLOOR PLAN -UNIT-C 1624 SCALE: Y"=V-0" r 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Ya"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 Q +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 SN SHEET HO SEE SN SHEET O&SEE. M140 MPH NOTEWIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED �R CONDITIONED CEILING R-30 BLOWN -IN E (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. a o N - W o QI- o z a ivw coN- �16-a O ►. N 0 N L v7 0 4 m N Y _ ar E. d u a 3 3 �- .2 � u a+ ! a�i c a c E A G a � `-O VW Q- • \� / A U a C\C OF '•�` �•• F U O 0� JE s S 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. dhc�ZWuQQWZ'ii! N8 '9 5ro49 E' 61 �8,LLONVa a nLLLLo LLamd LLV=N 0;No^ °- zw ILLZ � u04 ZO U U ❑7❑ W CD z J 2 7 Wtn Z N IL 4--J T� cn W V 0 N w R rr w �N = U) w o Z7Z C'7 J LL Z O f� T Q a. o E oLL wi 3 =® CJ F- ni oa Z o � H K` �R o� n z X y cn cq 4i 'O �Z Z m J 5 3 N 0 � Q L �Z "t " W T ?� Vf M 2O 4 > 00 ai M ^ N N O O M COI.L 01) Ll7 T' T- CL E r s 00 v J m V T F- 0 c� Ln _• M M cM Lo � (may � to QCD O r r- E Mr I M Ln ° z Z E 0 o CC a. U _JQ p � JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: X •=V-0" 0 N c " m � W �_ C O La � C CL C. to 6i CM Z N W 3 2 w Y c a) d .0 H o � o a � 0 :0 w,y • �4() I FL �; �L • � ` ��'��'�jffiFF►ttt;�t�'"�\ To the best of the Engineer'9 knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. 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HGT. v (1)TEXTURED FINISH TEXTURED FINISH OD 25 SH N - - - - -16" BAND F.FL I.. J. 1_...A ----------- CLG.HGT "v -- �__�0�0 0aoo 00 00 �__ ��oo ��_��--_�� 10 � oo ❑moo ��-_��. [E] Eli o c o LO F-]uu ❑ate CJ0 �� 0Ll�❑ o�o� 0� n uL1� 00 n 00 �� 00 �-� UU C� _ F-1u❑� nano � n0o �❑ , U❑❑� �Oou �o _ - DU �� C�� 00 _ _ I01� -. F.FL. - -- -- -- -- -- -- -- ---- -- -- -- -- -- -- - - -- -- - ---- -- -- -- - - - - - -- -- -- - - -- -- -- -- - -- -- F.FL I I -i _ 8'XTGARAGEx 3068 DOOR x x' A - x GARAGE x' R G DOOR A UNIT —A 1532 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 s U N IT—C 1624 UNIT —A 1532 FRONT ELEVATION - STANDARD (STD � I T 1 T I _ TIT l T LT_ T T. _, [.l -1 ,.z_ T I 7.:J_T t T T-� T��. .I 12 a.o - - #T r -> _ J a.o 12 �_ [_J 1 [ 1 IiI L 7_iL I [ _L_ J. L t _ _ t_. I _1_..J T L - l 1 _ �,Li ITT .. .. T 1 L J I J__ ._ . , _ . _ . _ T_ _T L.... T I J.I_ _C FIBERGLASS FIBERGLASS - - -- T T �T �_ SHINGLES T T.I� ! 1 [ � _ � J. - 1 _ l��.J.�1�1. � .. T ,. SHINGLES J _ J T� l J. 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J_ .�. f I I I . J T I_ . J T.. I .J. ._.. J_ J_ .[_ _ . [ I J J .J_ J_ [ J r_ Z.. L J.- J-. ( ) _J_...l J._._7__ l .J_. J.- T= Z _ C _, _ �_ 1-. _L �- J Z _ 7 . _C _l ._l. J = _ - - _ - - - - ._�. � -- _ -.-�-E -- ----.i-i�-�T- -- --, 1 -- - + -- -- -f- -- -I-_ �_�--I=�----f-tl� i-.�1_�._�--f�Z �-��.1--[ .. __��. #-f�_ J_._�-� 1 .- - J J J a[ t J I t L_C 1 J_ ��__I___7T �. :J 1.- J -.�T -L- 1:.._I. J- 7 T.O.M. � T J_ I I _ -.I T- � . L : _T .0 _'. J J . � T r: �..I. _.l _ 7- _.L _.: _ _ . I �._. Z._.-�.� T. � Z.. J _ J 7.. l J._ � T T.O. M TEXTURED TEXTURED TEX URED FI ISH FI ISH FINI H rn rn I I I I I F.FL. _ - - - — — — — — — — — — — — — — — — — — — — — — 6068 SGD I 6068 SGD U N IT-C 1624 UNIT -A 1532 6068 SGU N IT—C 1624 I UNIT—C 16246066 SGD UNIT—C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 8 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 building structural framing g components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at h r with h building wall with a sealant complyingwith t o juncture w t the u g AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 ti � o ' r- Z. Z "so aI, o �C,M �o Q w C3 CD Wa E d 0 a 3 W 0 IA G -C3 c � �o d V L N\\%�'11�1atli@f6Pf�/�/t� 6 Ft0 �'d N,\\\\ P •r. �� SE - •W 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 - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) N 04 y C J 1f) - LL. LL d) o uf 3N 0,w ymvI w -o o � U. z W 0 ��ro - W �Sorn ¢¢ . m _ IL w_ N � 2 U N Z O U ❑[]❑ W CD M L' N z iz. a N N o � LL 1 , f� N W 0 w 8 N f'6 c �- mi U f E 8 I _ di °� C) o U) m Q • � Q 14 0 w z J U_ N C ca Q u �° Z® IT ' u � S< � w o � U Z p O co � UQ � °aa� orc Q dZ N � U Qo fY W m� m 4) yir 'aw Z a ° Zz Z W $ 3 8< 5° a MI5 o c O 0 2) CO a� = U N ci rn w CID M Co IJ. LO r r CL E T ..� 00 Cr rr^^ o W U CD 0 CD LC) M M L C) C N CDC6 ` a N Lo T T M y Z Z O N M a U � Q 0 JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 7.1 J0TTrJ§1"w o+ v I co cN0 i N LO v cn� 0 a Q co 0 rn 0 rn J co 0 r1 0 I 0 to to 0 I N I co i M 0 C Cr N Cni rn 51 0 I 0 LO 0 I M i 0 V) Q 3 Q N O d E 0 x `v c c 0 R tM 0 cV 0 LO M 0 \ M 0 Y 0 UJ m . Z._ ... 12 l � —14.0 -F FIBERGLASS SHINGLES Z L T - __ .. T. �_ I 1.. r1 _"T-- -�- [ 1. 1 .1 .1 :Z .:J l 7 � T T 7 L_ T i T L31� T I i 1 J [( J i- 1 I� I� �T �T T_ j__Z_ L :1 ��I 1 L 7 1 _ L_ l � I- . Z- r 1 1Ti 1� LT I. LTTTT�T TJT T' -I- I_ -I ----------------------------------�------------------- �------------- ---------------- TEXTURED 13 SH FINISH 13 SH ----------------------------- 16"BAND ------------------------------------------ ----- --- ------------ T.O.M. l - ---------------------- ------------- ------------------------------ --- -- --— ---1 -- --- -- ----- - HDR. - iD ` TEXTURED I p 0) FINISH to � s v 35 SH 25 SH 25 SH o ------------------------------------------------- - — — — — — — — — — — — — — — — — — — — — — — - L — — — — — — — — — -- — — - LEFT ELEVATION — STANDARD STD' SCALE: 3/16" = V-0" T.O.M. — — —� AV HDR. _---- 4 0 ip r I 2ndF.FL. _---- CLG. HGT. _ — — T.O.M.___ AT GAR. 8" FRIEZE — BAND -obi °Q 00 it 0 F.FL. 4.01 12 IBERGLAS —T 7rT JJ. 1 .. FSHINGLES __LE T' r r ,. i �-7- -r- r _. .r- -r r- -r �- r _ _. �. z- r. i I r — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------- P ----------------------------------- -0 TEXTURED 13 SH FINISH 13 SH io 0 T.O.M. ----_ HDR. o � T 00 io 2nd F.FL. — — — — CLG. HGT. T.O.M. AT GAR. — 8" FRIEZE BAND 00 00 0 — _ F.FL. 16" BAND ---------------------- C --- ------------------------------------——— — — — — — - -:I HDR. 0 00 TEXTURED FINISH 0 25 SH 25 SH 35 SH RIGHT ELEVATION — STANDARD (STD SCALE: 3/16" = V-0" 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 manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of woo me 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 O 7 W Z C) o .fl m !•C N N m C'• c s E s r= 3 to o y rY •— �" a� y C A O a� Viv r, � rib v r y'Up`�� S S t o 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 - Resldentlal 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• o Ep 0 v) MLLrz tli �rLu -i0� aL a a 44 LL ry a Y 0 —Orn 0 po 0 L B CS13 K i1 N (_O m rq J W 0 W ro &ZoT.Ji=W N M 0 V! Q Z O U ❑❑❑ W � z o z � Z ti - N f7 t/1 z � o Oro _ w U C� FJ � 0 ' $ N U c � E $amp ' i T r d °� U cw rn • Q ti � ffi M LL Ep Z O Z�Z !v < R 6 U �rz z ❑a F- ra G? C fo xo uo o Q Z o n} ro m� Z �� in a� J 3 y x ax 0 < Z w �i Z rn yy s LL 5 0 a N w W. yLL o = d� ;� �o IJ '' z�Z o O > 00 = c �; c� CN C.0 H CM CQ o) LL M W U CD 60 p LO �—' M co LO (0 N c6 O Lo 6 CV) TT_ 1 (= T o W 7 �_ y Liz E Q `� Z r_ a E U � a O _J JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 7.2 �� .-� � � � _ I � '•_ • f 5— I V I ' I I s t !'+Alif!'}"'" n 'I I C Rl! �'!L'l IINY�-- �11� —S -• - �-'A� _-� - I - _ � . _ � `P �.�_ � _ ---. � - - �. - M C O C, O ai o C f0 W N — i v mat y . C LA- LL N .0 CV N O cc 41 Q CV i � Of 6f r C � 3 � is y ar n Uk C O 7Y L]C •M T N L C C G O O Q U O \A D • • cv,> w `� 00 h6 .CCW 7M:�V .r �• G1D _ "Witi!lt2I 0l� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 FW � 8 � C(0 is my M'�LL �(�7Q� LL I» a 0_uj U u- a 4 O- (7 Z i Z �rn o 0. o �� m o t MJ g W z IL IL00 N M Z U !A ;w Z OU ❑❑❑ W U t � Z M Z V) CL Nram' C7 Z C.9 0 v 4 w m •U ze w 0 w N c A3 I t 89 Q Y N P �� tt w J MLL- 0 Eo n as p U �i z® oa Wx E as OQ z Z M3 It S cn M mJ '0 g = z R � <b g$ �Z§ o W c7 U az �o s > 00 CD N ^� N IL CD M U") tCL r C T 60 m U rn T 41 T 0 L0 +-r M M L o C cM o N CD M U-) cfl Q 0 r T W M F f M o Z Z c E 6 '13 ai ME c c Il U Q -� JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 8.1 v1 3 I ca CV ID N PM 0 C Cr cn 0 cD O I 0 0 J CD O r— LO O I O r- LO O I rri I co N CO I rNM LO 0 C cCr .on Co O rn rn J O LO O I CD 0 I F- v Cr 0 rn 3 N O i v d I° E O x L c c J a U J a> Li 04 N rh Lc v 0 0 N ON LO 0 Q ]C Cn O w Q M m ax v SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN STANDARD (STD) & LAKE THOMAS LT SCALE: Y4"=1'-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY 0 CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 112" 6-16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 10 -10d x 1 112" 14-16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 1Od x 1 1/2" C H2.5A 700 1 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" 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 x (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT45 5795 5/8" ANCH. /(26)10d x2-1/2 K HD313 * 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"xY SDS WOOD SCREWS &-- HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR--- M VGT - F 4940 3555 N LUS26 1165/1150 ** 865/785 ** 8 -10d x 3" JUS26 1050/1080** 840/950** (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 1 965 810 14-1 Od x 1-1/2" S VGT - M* 4940 3555 16) x 1) 5/8" ATR EPDXIED w/ SIMPSON T 1 (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 5 16d SINKERS FRAME U MGT -M* 3965 3330 (22)10d x 3" wl (1) 5/8" ATR w/ 12" M UGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR wl 12" W MGT -F" EMBED wl SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY (32)10d x 3.1/4" SINKERS 8 (14) TITEN TURBO ( x 11! x D V (2) LGT2 4060-M 4080-F 3500-M 3510-F (2 PLY) or (60)10d x 3.1/4" 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)-1 Od 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)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 03-14.22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. I 11 0 SPLICING Iw 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 (A) OR 2 PLY ;ARRIER Cq�R�ER to I N CONT LEDGER —�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS RS H ENGINEERED CLADD NG W NDFPRESSURES AND PER ASCE 7-16 OSUUCTIIONS FOR MEAN ROOF OF DESIGN ALLOWABLE OHEIGHTS 25 ft MPONENTS D 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 (SQ FEET) (-) VALUE DENOTES SUCTION 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 (2%6) or 75/32" EXP. 1 (3�6) TILE: t%32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft El I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[ 12:12] N o N W ^� L C= C_ p N 10 O a. d .. [V o; a, E c rU M � ; io a ACM N d. s to 0 d u 0 Wv a �G <C17. O. �5., To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations 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 H E v N d c " J J u 0 w ,� in�ti� w tll a a yMv w a JU_ a r9 LL 7 y Z C $ tog O O cD m s W J (S CY) W w z 04 M Q U to a N OU ❑Q❑ z N - c� N z (D N L LU w $ �O LLJ Q402 C2, 14 z� p 0 yy a N O cc (6 ►- <� z0 ?® °� 00 O E U U 0 z N ro ao ww _ �[$i OY �� mU L z m v J � mw� a �W N z z Cn A o WS n0 az m F W ¢O LL r " 5 III M d 5 a = tE U' c C:)En W U 1 CV N 2 CD CV M C E Ln T � CaC T E T 60 2 U T � m T H 0 LO += CY) r CO Ln -� M O N M L!7 co Q CDC ) T 1� ai m 1 CM T iii d Z Z E O Eo o ui `° a U _ ¢ o JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 9 JUNIT-A 1532 ; UNIT-C 1624 � o, 3 a I Co N co i M ;v 0 o- to a rn 0 rn 0 J C0 O CD 0 I 0 to CD CD t'7 I CO N Co I M r v .n co 0 rn 0 rn O J co a LO 0 I 0 r` u7 0 CN Cr .po Q / rn c V 3 Q P7 CV 0 CN 0 x `c c c J / CL c 0 U 9 W LZ M 0 CV r%) Ln 0 0 CL PM CV 0 M LO Ln ai 0 Y N O Lai v N JUNIT-C 1624 SYMMETRICAL T NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6-16d x 31/2" HTA20 1870 1730 9 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 10 -10d x 1 1/2" 14-16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1730 9 -10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1 Od x 1 1/2" RT16A 1025 900 9 -1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (1 )1/4" x T SDS WOOD SCREWS AND (2)12' 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 5/8" ANCH. /(26)1Od x2-1/2 K HD3B * 3130 3050 1 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16)114"x3" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR -- M VGT - F 4940 3555 --- �- N LUS26 1165/1150 ** 865/785 ** 8 -10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 31/2" 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) 5l8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"4" TITEN HD (2 PLY) or 52 16d SINKERS FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12° EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY MGT -F^ _W V (2) LGT2 4060-M 4080-F 3500-M 3510-F �2 R&TITEN TURBO PLY) or (60)10d x3-114SINKERS @ FRAME LUGT2 3310-M 4040-F 2920-M 3560-F (37) IT(0DEWALT SCREWBOor(64)10d x3" @ FRAME "X" HTS 20 1415 1215 (16)-10d x 1 1/2" HTW20 1 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 1 680 595 20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED03-14-22 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARMER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEEREDND OHEIGHT:5 CLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOF 5 ftMPONENTS WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 ,o GABLE -38.22 -38.22 -60.99 -60.99 1 1 60.99 -78.58 t� 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 IL ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDROOF SHEATHING: TSHINGLE: %s' EXP. 1 (24/6) or f2" EXP. 1 (ems)TILE:t%' EXP. 1 (�g) NOTE: 1. PER CODE ASTMF1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS SCALE: Y4'=1'-0" (LT) CCA 09/24/2020 e+n cV N � o � W Z o a- o r CL. c-, i c CC V CV N f0 C= w N y G Q •y N ]G 3 a r °' •da�� Cr Z > an s- � E o C, u 0 E _ _ tx4- SAP Q per) Ice OFE S1 ONr;�� S 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, E N N_ O j di C ti 4 V LL W UJ M a a �1� J LL LL Y Z 0 m c g p O to WS`O�¢ z Z ao N Z O _ LLW 0 W N M C) 0 ,^ V od ❑OO W z z a M N U) I ^ M L/ / Z V v LL a-1 cn U � � 0�.,g V) c v ram•- � �,`;' i�) w � sm o i � z J os LL E P p E f� V� 0 � Zo oO o" �¢ Z d <o w J 0 y C a ❑ �3 O m rO 2" zRC Li] � s3 VU � <"Z0 6 W W �� T a g# az yw �k m �p oLL � Cl> v`Y' old o o .� > co i U ca ui � L � co M CO iJ- LO CL T E T s 00 v c0 0 V r n r CO Ll" CO Liz C-4 Q cib O N Ln ai m 1 CM d z m E o E •• .o u? `° c c a Cal ¢ p JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 10 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 PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH � 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST FAN ,Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) F< TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER is ELECTRIC PANEL t DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I � I I I I I I I LAV J I L TUB/ W/C SHOWER 3" VTR AIL I I I I I I OPT LAV , LAV I SON I I~J I ti W/C SHOWER STUDOR VENTTI , DBL SINK T' 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 OTHER LOAD WATTS 0 OTHER D WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at o 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground I� NEC 17, 250.94 Uro uarvenrcau LAIMPl uivunu 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. a ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i GFI ern -----IT--- DINING KITCHEN I / l E101 i SWITCH FOR DISPOSAL IN CAB UNDER SINK INS GREAT ROOM /,>ROUGH -IN\ FOR OPT. FAN/LIGHT 1 r\o � I I I 1 / FOYER �E / r I I I I DB ENtRY I WP4— AS LIGHT GFI PER SPECS DB&GFI TO BE ALIGNED / VERTICALLY I I 1 ~3: W 20M Uj wow > _j co I I I I I rQ1_� j UPSTAIRS t GFI @ 44" ` \ W.H. A.F.F. 1 \ 0 I / 1 / I GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I _Uj Z I I I Fa I �a I N � I LU I >w I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: Ya"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. OWNER'S BEDROOM ^\ /^TROUGH -IN J �� FOR OPT. FAN/LIGHT S.D D-1 O. BATH \ /PC!�"� DD / "I-, L _V_ -'W I C GFI I LOFT I Eli )BATH 2 S.D GFI I WIC I I I 1 I L---------- I �� ` /i>ROUGH-IN FOR OPT. i�fi\�� FAN/LIGHT tom/ \BEDROOM 2 — 2ND ELECTRICAL — UNIT —A 1532 SCALE: Ya"=V-0" N 0 c% ti o v C W Z CD _ o C, cO � a = C (O V N to SC C LA- d �. C a 3 =' CU > C, a u = a rz ; ra io y m a d wo yoc. T a c E o a . 0 M O N M 0 To the best of the Enginsees knowledge, Information and belief, the structural plans and spedflcations 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. fA a E 8 N O N 8 F. n �.► C � LL LL dl M ton r- LL w a a a yreiv w co ; z 03z @°'moo No WFp4m Z L IL0 o w N M Z vvi r Z o r.5 ❑❑❑ W z z Q N —Np z V � rN g �O o Lu U 0 Q sr z g E U° a� QW� p z® H C: U G E <_ 0 ZS Qg N C �YVV �J ya m d g3 aw W`8 m 4 _ o w~ �° 0 .0 O 00 U 0 C'V N V ` O C c� (Q U_ o� LC� T_ r CL T � 00 �n� vi m U T O ILO -Q M cM LO N Cn Cif Q 0 ce) T_ LLO ce)T M T E M r rri Z z O E m a. U v c JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 11.1 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 W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 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 lO EXHAUSTFAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH 1 CHIMES (OPTIONAL) PH 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 ELECTRIC METER Ja ELECTRIC PANEL t DISCONNECT SWITCH G ROUGH -IN FOR OPT. CEILING FAN J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I I LAV 3" VTR JIL I I I I I I I I OPT. LAV LAV PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 list 10 KW at 100% 1000 BALANCE OF WATTS AT 40% 957 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I NEMA 1 200 AMP ETER MA N 1 �0-200 AMP I IT /—Serial Cable NEM 3R Power Co. Feed —Ij I- ---T #4 Solid COPPER Ground II 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. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGH i lem WP GFI DINING KITCHEN 1 ,- FI �a --- GFI - SWITCH FOR DISPOSAL IN CAB UNDER SINK 1494 GREAT ROOM /^ >ROUGH -IN\ FOR OPT. FAN/LIGHT 1 r� � tl I 1 / FOYER / r W NTRY I` IGHT AS ER SPECS ' LL �0� ��u0� ? ,..`m l a I I I I I I C.M j UPSTAIRS F GFI @ 44" ` W.H. A.F.F. 1 ` 0 I 1 I I GARAG E I I 1 GARAGE LIGHT AS NPER SPECS GARAGE ODOOR GFI --------------- I I J I I I0 Z I Ip Q IQ a I I IU <( I 10 V I IW J I h rir I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL- UNIT-C 1624. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: 4"=V-0" o ti d -o C, ter+ � � v Z s� M n1 --� I% C. i N CO R7 'a dN Y d •' E s c y o = a � d c �a ea a c E � o p- u N 0 M 0 To the best of the E ngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, FW- o E iE c N � C w J d: rnN~o LL w0. W a yM q w nc� C0) Z JLLLL z a 0 Lg09 o Z m N co m a W J ILIL 00LjZ N M Za2 W (nv) ¢ Q In In M t'6 V w O C V) Nis C,I soo o � M g Q; yWy a Q J L.L E E an o Zry ary ?® ro p E U V Z c �- oLL m J yo ¢w W U CIE o ad SIT. S2 T. °O 00 a; m fV N 0 � CV M CO u- IL[7 �— CL Eco ,— 50 ! r r T 00 t` r F— O co LO CD � N CU Q O T r� T 4, 1 r CV) U) d z z E O E 0- U � Q JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 11.2 LIVING OUTDOOR LIVING III III - i st IIII ;w:! 0•: DINING KITCHEN1.:KITCHEN 01• •� ►,.; •*$ : ,.. 1161 IIII :' Ow; RR IM ill GREAT ROOM METER BANK (SEE ELEC. RISER ® ►••� �\ '•' �\ DIAGRAM SHOWN ON UNIT ELECT. PLAN) (1 (1 ❖: 0•: / _ iik•• _ 011:0 OUTDOOR LIVING -------------------------- MMUL OUTDOOR LIVING OUTDOOR LIVING rN--------_-._-, L OUTDOOR LIVING �� 111 III III III us! III III - RN !:•i:•i ii, 1!1 !EV :•: �w ww ►w�w x! Z ►i i �: Z♦ io♦14 il ►w �♦ ►w• �w ►!w� ewe pw, .,.,DINING KITCHEN KITCHEN DINING KITCHEN Nue KITCHEN DINING :•w, :•,• ,•w; :•a RE 00 OEIMSs GREAT ROOM i WmF o•; 0•: ►w 1 ►•w• I 40 J�■�unni I �I I^II ��rrnu r I � 1 um■o■mm I � u_inn ♦ • n■i ►■■` mom- ►•. ; n■ ago •♦ III III PROVIDE A MIN. 12" VERTICA6 SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES { v------------- I I I I I I I I I I I I I I I I I I I I ► ♦ • ►■■. ❖� 1 1 UNIT-C ,1624 I I I I I I I I I I I I I I I I I I I I I I u■ nr nr .■■ �� ►�� igi ! 'w'e I^ ;•:� ^ �• ($) is ($1 ($) (�l �'�' ►•w� OR �•w� IRS Dw�IWO !samaj o �w• 1 ~' 1 -1=CAf_QARAGE �'C=E AGE ENTRY' _ _ �- Ewff F -- U N IT-C tiNHT-C _ _ 1624-- _ 1624 1 ~- 1 . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � Irn i 0 1-CAR GARAGE ENTRY UNIT-C � 1 1,-1(524 r----------------- I I 17"1/ I I I I I I I I I I I I I I I I � I I I I I 1-CAR GARAGE UNIT -A 1532 --------------- I I I I I I I I I I I I I I I I I I I I I I DINING 0 0 ELECTRICAL SERVICE PLAN SCALE: X"=V-0" N 4 W 40 Y dti O m m X ✓ CLL' 6. cc C2 �- V f N C 4 r N Y � d O1 N o" f 4 °e 3 Io 3 m u d 10 �o you•—� � E � o 0 N N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N $ S E 14 c�pp N C u1 y J 0 (A� W N O d j LL CS W Z Go N MZ 9 y Z d6 OHO W (D C z N � O z � z Q rz N 13 N z 0 N W W � U OW LN r~ W U QCAD O C7 Z � W ZZZ Ch O Q Q a p q�° � zp• ) x C ni C E 3 UuU OK �O O U ao .0 r� z 9 _5 8 �' g$ SJ a= NW W as Kp c�i W sl°d `s �O 00 N N �1Lu CN CO � H- N L `� CD C� CO U_ Ln CL T E r s r 00 r�^/� o M V J co � r �_ F— O Ln c7 M Ln C r- N O Co Q O ca N r Ln T E Ec M N Ln 0 Z C N w C tl 0 U J Q O C JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 12 LINTEL PLAN NOTES: jo 1. THIS PLAN IS TO BE USED FOR STRUCTURAL • INFORMATION ONLY. 0 0 0 0 0 0 8F8-16/1T 8F8-0B/1T 8RF6-OB/1T 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE -" -' - ' TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T '�- U © O O 0 0 0 0 COORDINATED WITH THE ELEVATION DRAWINGS 8F20-113/1T 8F20-013/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR O © aF2a 8� 4-06/� Q COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W 8 F 16— BM T Lh z to ° , GROUT tNOMINALL QUANTITY OF ° 5 REBAR AT WIDTH #5 REBAR AT a O BOTTOM OF TOP LINTEL CAVITY NOMINAL- ° '-W—BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7.5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH AT RIALS 1fc precast lintels = 3500 psi. Sc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Onaximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load C O Safe vertical oad Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Lu W d C.M.U. cox U)om aXJ W. O U) r � N V H p wW to L6 #5 REBAR AT BOTTOM MIN. (1) REQ•D NLLOEr 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL MIN, MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1 •-0" SYMMETRICAL a il` O a � fl co K m o N N O 10 Q C'V x � N d�=a 3 �- m 9 dClio A N Q-0 C Ao Q u L w ......... 4 CIJ n 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 englneedng portions of the drawing pages bearing Engineer's signature and seal. W 0 g 0 8 0 C.0 � i M rNi v 2s LL a a a LL tit u- O Z M g O m . N ep J °' J W Z IL ILWZ p[�pi� M W H V (14 Vim 0 i.i ❑ ❑ ❑ W z � z � a v' (^3—J )' CD I cn (� w V a u s IO �y wigz sm o E 0 a fQ w ❑❑� W 4 yY 0 Z L Cn ry '17 C z �x o Uir a ° zz �w W s� J ai M O c O O W N ro N M CO I l dam! Lr7 Q T E r s r 00 U) m U 0CD7 L O cM Ln o N G,O O M LO T Z 1 M `m E 0 E a o cc U � Q 0 � JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. L 1 3 I ea N co I rn PE v v� Q 0 rn I 0 rn J 0 0 I O CD M CN I N CO i N to v- N S Q 0 I 0 J 0 Lo 0 I 0 I M LO v C9 0 Q� N 0 l a E: E 0 x `v c 0 0 01 aR tZ N N v a LO 0 a_ M 0 cm Y 0 M M Uj M m -0 m 7Vi NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1,1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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 SR YSTEM'S ARE T BE DESIGNED TO WITHSTAND A 0 HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY ALLY RTI DOWNWARD AT THE TOP OF THE GUARDRAIL 0 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4° MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" Y„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS WI (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2.000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and trgeatment 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. Irrigationlsprinkler systems includingg all risers and splay heads shall not be installed wi hin 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C7ncrete oryerpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a lcertiicensed pest control company before a certificate of occupancy will be issued. The ficate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material, BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ers W rmi to C-4 ce O N a C7 N Y a a EL c a � « ; to io a a .c a � E o a u ss p w r� ...........,r r 2 To the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E Q �8 jJ �N �2 v; d w CO .Gy ti y M v Q @J,� LL u, n. a J LL z O Z W r o M _ W mC ` m m Q K w .t N mZ LLW co !' 0 0= v' O U ❑❑❑ W Z N z Q - N z C9 0 " a--+ cz, O o tJ1 c w41 U c w zg i $oo U c W �' < c S • Q N sm o f rc z M ZO LL o ZG §o } QZ Q ¢ sF Z® g �o o o ro � �- a� o wz rr L N n3 m K m J s m am a w �Z z p } c O 0 >00 2U CM CN L N N M C I,L IO T :3*- 6 U).2 U r 00 H-- 0 (.0 LO �+ CM M U-) C n N It G G� C)tD N r- cM T o m v; lI0 Z E 2 a v :? U 0 Q 0 c Q) JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. I d N co cV v N J� Q 0 rn i 0 J f0 O a LO 0 N I 1 N 0 i N v N J� 0 rn rn 0. ca 0 I O 0 I r� i v 0 c 3 3 e rh O r° E 0 2 `o m a_ v J a� C� CN 0 ZZ LO 0 0 a N LO 0 0 m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span, 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAxl-1/2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 0 9 GAS METER O ' o LO 9 � _ • 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. 8'4" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack s ash=20 blocks and *Non stacking walls over qu require additional wall or beam below.* consideration. Check local building code for appropriate details in areas=20 of high / lateral load. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam One 10d box or=20 sinker nail each side at bearing. CONT. #5 BAR —� FILL CELL STD. 90' HOOK BOND BEAM cn - — w STD. 90° CONT, #5 V I HOOK �L ll BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO .'- CONT. BASE PLATE BEARING COLUMN �..`. �. SEE PLAN FOR REQ'D�PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION'` %]. TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web 5fiffener Fastener Schedule _ Joist BearingLocation Series Depths End Intermediate ® 9-1/2"1 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d A 14" MCI 5-8d Clinch nails 9-1/ 2" 2-8d 2-8d when ®..-1 _ _.. BCI6000s 11-7/8 _2-8d �3-8d possible BCI 6500s ® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d -- - - - BCI 60s .14" -_ 2-8d-1__.___5-8d Tight fit — _16t 2-$d 6-8d 2x4/PI ood/OSB web stiffener 2" min. ® L1-7 3-16d 3-16d 1^" BCI90s 14" 5-16d 5-16d required when indicated or 4" max. 1- 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or =) beam below Load bearing wall must stack over !` blocking and wall or beam below.* -"� When joists meet over wall, provide �1 3/4" minimum bearing for each. ,= Provide adequate bearing for each lapped joist. Use 1063" nails at 6"o.c. for all joist blocking panel "Non -stacking walls Odnails require additional consideration. SECTION @INT. BRG. WALL— 1 N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges • ■ • • 6,A 1Yi' ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1XV DO NOT CUT HOLES LARGER THAN %2" ROUND IN CANTILEVERS. A%T�.rad«k%'NM.n r �.f5.� w'�,'.��.�� a�...t.. .'r.w�.t;�A1W ..,,...L -"^ iy ^ ,.��,. -„ ,... � ., y . �• � :� �;' r � " pe. ',�',Aa'w�.�F',ar't' ^, , r x:'a. '. ;,f.�,,_tt�.,• I 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. 7.1y 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbiig META12 TSS INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-1Old nails. ., Install tight to top flange. Joist hanger \ Filler block. ` Nail with ,:f J 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height ---1 requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR--'•• • .. FOUNDATION INFO ` a C' STEM FOUNDATION GRADE a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r1111"IC %/Cr7TlhAI 'rL11 1 1 CAM TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a ° a n d • c° n is Z • e • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d J4. °4 - - a °aC C ° I� iII(IiII_II SEE FND. PLN. SIZE & REINF. N 0 C* ^W —� ��o C 7 lV _ rn x W N d O J d C o d 0 f• IV r * N .� f OFESSIO�r�,\\\�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 W 4 N . N J V � � (0 0 w LL J � di Cn N r0 LL iL W W yc.» w _a a o Y U JU_(i z Zz8, 0 T. L Me 9— O p 1e Y, Co J �T0 Z ILW02 w N C7 z U F N o <0 000 2 � N z fL 4.1 _ LL f0 w •U In o Ly N id o a I= 0 CV H T � u V V O � U f0 z a z z�� 8 �w Cf.)C 1 G o¢ U 11 0 z0 _ J m w Zz 15 U W y � o� 3 az =FwF t a w< o E� > 00 L ui � N I — L CO CV M co U_ T � s CT o M W T 00 in T� T 11 O cp Ln Ii co LIB C r` N O co 'Q CDto N Lo ti r 1 M f o cc r z z E O E }? c a U _J ¢ p 3 JOB NO : 23-05701-05706 SCALE : AS NOTED SHEET NO. SN 1 rn 3 i m N i M 0 CN 0 -72 co 0 rn 1 CD rn 0 J 0 Pr CI I 0 I i I co -t- i M O 0 rn rn J m L0 0 I O CD 0 I M 0 U") 0 0 tz Q N N 0 0. iv E G a i 0 v 0 J N LO L S 0 a M 0 0 LAJ m 0 tri ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. IT TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATIT' 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. 6 x 6 W1.4 x W1.4 Q METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLEIlk —I = II I II R905.2.6.1, FLORIDA BUILDING _ _ — CODE 7TH EDITION (2020) 8„ _ r RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-J 1/2" GYPSUM WALLBOARD U.N.O. U.N.O. #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 NOTE: EXTEND WAWA W A WWF OR _� DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE r °y a Z oo � 6 MIL VAPOR _ - BARRIER D • —cv COMP. SOIL. ° r (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4"" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY COPNCRET SLAB 14" O.H.D. RECESS z . • ��' s 1 Tr'* — I ... • • 4 „ OF _ — • SEE A/S3 OR J/S6 Trr " I I,M FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES -------------- —1 __ - J.- _ - M 2x4 CONT7' I I. GARAGE DEPTH VARIES Y GARAGE SLAB AT STEP SCALE: 3/4"=V-0" I I I I I I I I I I I I 7V Ar— I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ .) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P,F, (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"x 10" "J"' BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE IL --- A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2n x 6 W1.4 x W1.46 INCLUDE THE WALL �� i2�� W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS — WWF OR FIBERMESH ELEV. -0'-31/2" hz 31/2"MIN. 31/2" MIN. `/6x _—,- -- A.F•F. O ° I 1 ° LL � °o 31 12 min.)- 4" o0 o 31/2"(min.) - 4" - — q' �y r 1/2"(min.)- 4" �_ �* T�LLTV — (2) #5 CONT. T 4" T7ll I— V-4," 8" (2) #5 CONT. 4" U.N.O. MIN, U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC "SHEAR WALL" SCALE: 3/4"=T-0" S3 SCALE: 3/4"=V-0" k,S3 S�C�P O 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 1 FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�MJ�s LOAD BEARING OR INSULATION PER FBC AND ENERGY GON�\NJO 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT .--' INTERVALS NOT EXCEEDING I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10--0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE N 10'SEE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CC/S3 OR C„ LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR I "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. I I 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " IF NO UP LIFT ON @ 24 O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD — 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) I 6 1/4"x31/4" TAPCONS () MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) SIMPSON SP1 I I SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 wl (10) lOd NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE WWF OR FIBERMESH M - �,P r ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU e a GRADE e �, P . - —Pam_ a z #3 8t #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] o- a • ,. o MONO OR STEMWALL Z M p. FINISH GRADE °O 25' MIN. LAP [30" MIN. LAP] a — — '- FOOTING MONO SHOWN TTC — — w w o ° I — — FOR CLARITY 00 6 MIL VAPOR BARRIER *T� II— N z #5 REINFORCING BAR R 1 7/8" U) — ? — — '� #5 LAP SPLICE (2) #5 CONT. ' =1 NOTE: *FOR BEARING WALL COMP. SOIL. (COMPACTED TO —_ �(,� •. e . ° — ——I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP) 8" 1'-4" 8" W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM —T t0" D1557) 'III 4" ��Trl� 11-411 � I-r*T #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" e A d SCALE:3/4"=V-0" S3 it GRADE (1) #5 REBAR w/ OPT. [1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E z " T = M C0 •' .:• 71 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 A E SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " = CONNECTION INFO a SEE PLAN FOR R • - &LAYOUT DESIGN .. TOP OF BEAM o SEE ROOF PLAN Tit• c — °: ° a A M c (2) HTS20 FOR STRUCTURAL �' E '. BEAM SIZE & 4 CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD, 1/2" FROM SLAB CONT. BEAD SEALAN — a INTERIOR a.. 4-3 1/2" y w CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � m a °D � I M 6 MIL VAPOR —_ BARRIER _ 4 2x4 #2 SYP P.T. FRAMING w/ — — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ¢ SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M fn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL °: j O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL "" I I I EXTEND FILL CELLS -- E W/ DRYWALL SCREWS @ 8"O.C. ! TO FOUNDATION PAD �. �t INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I I I MAT REINFORCING. �_ ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS i GRADE E ? FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 W SIZE AND REINFORCEMENT) c7 • '- WWF OR FIBERMESH ; = a w 0 o ° BRICK PAVERS or SLAB PER 00 `" • • • • z z4a — — 0'4' FIN. FLR.A COMMUNITY SPECS "' C/) —�� FOOTING v — - BEYOND 7 — ,, •. ;.. :.• :. PAD REINFORCEMENT —/ CLEARANCE v.A •' SEE UNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" CONIC. PAD INFO, SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. KK� TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3/4- 1'.o• SCALE: N.T.S. S"3 N O N ti =o w C- o ecwN 1 •o m x 2 N 4 ] o� Edo � � 3 a0 iv 3s6. =°'WCIO to E� o a � w �� SF61tP, �� V I „y 7 q• �s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 yr N V C C 0 V-w i1 J LL LL a J � ,y d t7 Z z -F. 0 W 24 CO o m (/. ISO J L" r Lp N p LL Cl) U N 0 0� Z ❑�❑ W CD % $NU.) z N — 4--+ U, .O w s c LAJ c Q �Q C,j , o C'7 q qZ E a'R 0 , V z p a ~ M 8 E 10 �` �o o¢ Z L a n l 7 W �M C C (��`0 $Q i- " z- z m v J� "m a0 �z 3 y T rw r� Z4 U az � FW- o z Q�z '7 �o a$ O > 00 tvv Ci7 W L ` O N Co I.L. � a E T 50 Cr ° U Cn T— to n r F-- O LO N O Cfl O f � T E M c I M = T W LLB o Z z E O E CCa U ¢ IS JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. S3 (MONO) C" -o co N i M c� Q i rn J co 0 0 I O L0 0 rn i I N co I v 0 rn J co 0 LO 0 I 0 LO 0 I Cr v _ C C rn 0 i E O CL v c J 0 J tom. to O LO 0 a Irn a LO ID 0 m ID ti� (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 if 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 WALL IS 1 1/2 MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR I1NNALRIOR—, FACE OF BLOCK WALL IS 21/4" 2x LOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. Sty 12 SEE TYPICAL WALL SECTION (n(p) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D ,��2x BLOCKING @ MID PINT EVERY OTHER '_ STUD W/ (3) 0d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL �F CL TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE I3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SLR SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 &M / STD WHOO GREATER THAN . • . CELL W1 (1) #5 VERTICAL SEE FDN.FOR LOCATIONMEN NLE .IIICONT.OPENINGS I'I 'Ills ®IIIIOPENINGFILLED IIII ■III III IIII I�'�I NOTES: 1D 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. SLR WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J JJ e- w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE j GARAGE FLOOR SLAB i �8x8x16 C.M.U. GARAGE DOOR �—�—� TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES ' GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY \, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e a 4 SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2"- 11* 19 ' Y Oiv T��A' N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d 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.) — SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK --DOOR OPENING -i VERTICAL JAM 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. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP a IARAGE ,OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) 2 1 2 (1)LSTA30 4'-9- (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE'" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT k AN NOTES FOR NNECTION 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 e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 •• HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_�� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 it 2X STUDS @ 24" O.C. 0 If If 0 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS rBLEACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" ji NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C.MAX. O.. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ' Mitt ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P 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 LEIS�7 SIMPSON C SIMPSON SP4 3P2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I&NUT IOXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING - \-NAILED INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR cc 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 2X8 P.T. BOTTOM P TE MASONRY WALL 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" / STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SP4 PSON SP4 LINTEL 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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. S4 e+� 0 N ti G 0 y r O a� o N V N C N A O ►- y d O IO a N Y a� •� E ,� c e, ~= a Cr. �dd� N C' C E Cco � a u r �Ifi. ,A�`,`•,�,`,1j�34{lit//�YI •;� u01'v r,LO ..`�J C J�, �- Z W FAO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 5; N o $8�so-� W �C14 LLaa Cq e..uLL a x LL Z C tQ�r C) 13 Q0 0: N f0 m J Q Cc r- W rR�pjOf J 0 W N M Z O F Z o0 ❑ao W z z � z n M N z Ur 4--J cz�. 0 w s N U11 Of CD �NCD r— E I C)cm • so o z J c$ E (] a� nLL r� an z® Q t �00 RU pU 8 E az aR z t o �� m s ro O Y i� 8 LL m J •U 3 ar aw `i ¢ ° W CV7jjj 01 U az Y J �° w� 0 4 Q N > 00 C a� CO CV M C U_ O� T a- Ecc 1� 00 CD T m ^ T F-- 0 S LO M LO C n 04 M p O M CL1 Q O N T Ls--) T M 1"' iii LO 0 Z Z E CD 0) a v 0 ¢ rj JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. S4 I co N i M v 53 0 0 rn i 0 0 J co 0 LO 4 I LO LO I N I N i N LE _ N 0 0 i 0 LO SO 0 I 0 tO 0 I M i v N C, r+') 0 d E 0 x `o c J C 0 0 U O J a> LZ M O M O 0 0 a nM 0 1 LO ai m0 Y 01 O m a� v N SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (1 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 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 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45"± / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE 2x4 CRO. SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS J7 w/ 10d NAILS @ 6 O.C. t_tTHROUGH 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 i/1 1-11 DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od //Ix/ 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ' ` � (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� . � W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES [�:2x4'70N TOP OF PANEL FASTEN WITH 10dx3 @ 4 0!C SPACED 1/2" 8" "J" BOLT 48" O C INSTALLED PER MANUF. x �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO @ 48" O.C. I I BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1!2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 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) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SS EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 `° `o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES to 1 1 00 1/ � (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOUT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d 4�t D� NAILS @ EA. END AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THEK(2) 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL �� (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT .,.,...,...,.,.,., ��...,....,.,.....,.,,..,,.... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SS 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 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 '7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT EACH STUDD SP2 w/ {12 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAIL SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S5 r-WOOD TRUSSES "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. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR _ _11 Z", TITEN TO CMU CONNECTION 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 2x4 "T' ON TOP OF PANEL) I I BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ NON - LOAD SECTION BEARING LOCATION UNEVEN CLG. 9 c ) E SCALE: N.T.S. SS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. -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) "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 1--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. 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 "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ ,48' O.C. " 16d NAIL L BRACE ATTACHED W/ 1 Od NAILS @ 40.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 0 q I 1 11 INS DiuMM 151111111111111111 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 c%j C y~ -o Z a� 4:1 O G 2— O C M Cj N -et m yc ; C .o o N O % - 4 . a: N Y �= d d ��a C= 3 ce � 3 u a> c a f/f CL a c E i a .2 .� L.\S .� •'mot • 63q -:r �'• F' Ci •' �: Op�Fes',a� `tt o 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. / E � 8 -4 V N d c `pi ri; J Im � LL 04 C>wwr,LL�Z C�]"Sig 0� mJQ19�_ Z IL N c>Zc7oo 00❑ W m z z a � v a N U) Ln z ii � o LL QA y N W A U O LU -0, N c 41 w 2 a _ m U 0 H c N m a � g • 0 I o 2> z w z LJL U> S, ,0�® <S a _E H @ 20 uo n� 8 E a ZQ0E CD I- Mo � `� w 0- <� m= z a m N N O < W o� a <� ;o a � 1-' 2� v �I M c O O 124 00 TT U r N Ncc ` CO CV M (O (a) LL d7 L ") a E r 00 rVn U iv v ) m U T � r CN 0 LO c7 M U-) 04 CO CD N lf� T (= T c m 3 T y LO Z Z E O m 1° a. E U Q p c JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. S5 rn 3 cC N cp I N LO a> Lo co rn i CD rn Is O r` LOLL) I LO I i I cC cc cV 0 -8 cp 0 rn rn J O 0 I 0 0 I M i v 0 3 Q rn 0 S. E E O L v c o.. c 0 v v LZ rn NG LO 0 N N '. S 8 UJI �m A ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA, WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)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 W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED., - SPACE INTO APPROX. EQUAL AREAS. FLOOR SY7/1 M1 PER PLAN1 1 .:• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" 7% GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .0 d E 1� .=r .—= \` r-itI. 6x6 W1.4xW1.4 WWF OR FIBERMESH . •. , FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 rn FOR MORE INFO 0 Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 �.C— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER — METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. -r 3RD LAYER 1/8" THICK. Uw - � INSULATION PER CHART ON FLOOR PLAN B R —• S6 S6 IO' ETAL SEAT R FELT PAPER FOR 1 MOISTURE 1 BARRIER I STD. 901HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_ U 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE NISH GRADE I0 `-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR ^ i (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLC BEAM/G 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. '7 CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. B.U.C. PROVIDE CONTINUOUS (8)1Od NAILS TO BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY 1 WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSSro SCALE:1 1l2 -1-0 S6 15/32" OSB �I EXPOSURE 1 (Il x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PERL D SECTION X-X IF II (I _ u NOT FULL HEIGHT SHEETII II O Z II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I Tom- II 15/32" OSB EXPOSURE 1 I I SHEATHING Lu F II II II I SOLID 2x III C III II II II I BLOCKING @ ALL C SHEATHING y EDGES (SEE III OPENING SECTION X-X III C III x II II a!w II Iif x E III _ III II II II uj 2x STUDS BEYOND. rn SEE PLAN o III hII Li _ L1 1L -1 _II 11 A 2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING S 3f4" S 1/2" 1/2�SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTIf.A SECTION X-X T�7 SFF �Oh� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) NFR� R 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 Y¢" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - PENETRATE SURFACE MORE THANY8". F Z _ QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ Bd COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL x © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O wf 8d COMMON NAIL J 2 W LL H O'x PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O o 6 ` l 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ o 0 U) m LL n O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL = N w O ~ 0 MEMBER IF GABLE END _U) 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 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od 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 / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 2ND FLOOR FRAMING -SEE 10'-0"T 08.11) 2X STUDS @ 16" O/C SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8' D AEXCEExx 10" "J" BOLDING W/ 7/8" STUCCO FINISH PER ASTM C. 926 DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.G. W! 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8 DIA, x 10 J BOLT W/ 8 x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH, 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA, STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. @ TYPICAL TENSION 2600#.) MI 2500 PSI CONCRETE MIN. SLAB W/ 6x6 CONCRETE 2X P.T. PLATE FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. SEE FRAMING WEEP SCREED PLAN ' . INSTALLED PER MANUF. ,. d .. — — -'-=.— �- ,: �d' ' : •.. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odxl 1/2" . .d, .,. d . • I ° d` , • c _ co M - • •, •III —III —III —I '. FINISH GRADE O/C FOR THE 1ST2-0 OF ,,,' I I NAILS @ 24" O.C. INTO TRUSS I I - '' . ° • • • • : • _ III=I I=III d _ III= END WALL W/ (2)1Odx3 @ EA. BLOCKING & MIN. 4 EMBEDMENT - -' _ __ ` • ' - III—IIII I o �� END INTO 2x4 BLOCKING IN KO BLOCK j1d" .. ICAI ON 3" .•.SEE DETAIL 2/D2 FOR 8' 1-8 8 W/ 3" MORE INFORMATION CLEARANCEMIN.II=III— (3) # 5 REBAR ON Y CHAIR 4 1 _g W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTIONrR INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" CJ'6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0' S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. lY9 N Z C w CD ►- t O a°` cC-1a =bm>>4 N c0 O y N O A . a JN ao 1 as E iv d w .o as N >~ > cc: 'err � o a � a N�� .N lW w •P• To the best of the Engineer's knowledge, information and bellef, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. • 4 CC pp O E 9 N O '~ 0 to LL W^n LL W M 4 y r�'i LL, ° a o rj 0 Z J_jLL z _-ze � 00 WC L 1 Q 0 co M 1 W onP rn 0 _1O w 00 0 M Z � N t N O U ❑❑❑ W z 7 E Z n n c4 fir/ ♦ r, M C1 Q) _ �U 0 w S U1 c " I U� agoU LL' �-- —' E 8 s c� c .19 w 08 �y z U_ E Eo w o�® s a E V wi 3 K �0 V �&4 a 0 U Z�� H L `g �J �" zz o� �o W� a E. �LL o zo M =IQ o a c O 9 > 00 __ cvo � ci T lqc:r N W CV M L (� L I L. C) LO T CL E T 60 � (n U T 1� m r- 1� i0 LO I Cl) L!7 (� N U co Q O `` T T� E m T M v: LO 0 Z Z E O E a U 0 Q p a) JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / VVALL 'FA ALIGN THIS STUD WITH FACE OF 2ND RISER / I I� T IN, / 3YP CUT TO FIT 1 ' %RS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSdON1MT2S12 w/ AT STRINGER CONTACT POINTS \ NAILS) fIEW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 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 J" 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 1 / / 1 I I-2x4 BLOCKING FOR 2x12 f-2x4 PT UNDER 2x12C"� I tCONC. IDE MOISTURE I \ ECTION LZATTACHNTSJ" X 2" O.C. —ATTACH ALL COMPONENTS 1x4 G OF STAIR TO CONC. W/ �' X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER �� x4 DRAFT �Sr / TOP "N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' I 1 STRINGERS G \ I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 1/2" NAIL STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E 1% I `"2x8 SYP DRYWALL STOP MUST IL NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING Ix4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" LI 't2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" —� NOTE: 2x8 ' \ DRYWALL STOP \ NOT SHOWN \ SECTION VIEW V STAIR CONSTRUCTION DETAILS E SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY STRINGER � OPTION: 2X4 CUT ON (2) LAYER t" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1"X16" LVL N SED TO H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT - TO )ISTS) H 2X STRINAR 2X 131i(OCKING PSON MTS12 w/ I 10d x 1 1/2"AILS \3 D OR 3RlD 2X BL05KING RIStt VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" e•� N 1` 0 Z ro� � a C= V S n C7 += Cm k LJ_ C►_ 2 m G r 3 m a c a E s c m a _a d >. a .� A a N E c 0 a � f j! al- ' F L W \\0`�ti 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. in CC C.-N-G N 8 V I, CS Y J * r` LQ0 ��,� M A ° w fA No rZ a � � w 5 0 _ ac d t{ Tj NNE m W Q r�i °^' z W Z to 04 ILyWj Z N O U ❑❑❑ 0 v Z N z� z ti Q � a U) N Z C1 ❑4-J LL y� l � w U n 0 c g Ln �N U) � r w m � = $ ;' ° x U < OD 8 0 N Q MN J yi z s U- C E C w O t U ¢ v Q U lfO rq z p d n Z g 1= � z cn C Cfl � zd `� o o� aw J 83 F n o�s8 z z W� ma oLL az ;yy 42 wp �O minM � 01 O O > oo U a� Ito �'0^ N L Co I L LCL T r� T 00 � ° U m �-- O M CN u-) +-' C r- 0 N O Cn U co '`"S O `° r T ui cEo C`h r v; LO c Z Z E O E `m c a U � Q p JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 3 co N cp I N M v Cr 0 .o co O rn 0 0 J O LO O I r- LO 0 I M i I N co 12 i v tT Q co 0 rn 0 LO 0 I 0 n 0 I M i 0 chi 0 a N O a E E 0 x `o J O J L� 0 N 0 0 a M 0 I.C7 J9 N w Q m v N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 C 1x4 P.T. FURRING 3-1/4 LONG X 3/16 0 FURRING 3/16"0 X 3" LONG TAPCONS FURRING ROWS 3/16" x -. TAPCON. INTO STAGGERED @ 16" . TAPCON @ 16" O.C. & 4" T & 2X8 BLOCK@ SPACING „ 1 DETAIL ix8 O.C. 2-ROWS INTO P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) Rows 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ix4 D TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 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 rl. I"1CT A II n -4 IA II I'1CTA 11 STAGGERED @ 12" O.C. 1-1 /d" M=TA II BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 451 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-' INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 2'-011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 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.B FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (1 1/1 L111 71 t .1 ±5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 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"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W 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 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. : SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4/ 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z' 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 #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" jj p. GRADE 0 M R z 0 A . G (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN ,R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,)♦� '''�4s 0�••1 �*41 *411,. O.-ID. 90° HOOK (TYP.) EJ LA FILLED CELL INSTALLATION 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 —T-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW I I LCONT 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 S FO 1 SCALE: 3/4" = V-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.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O�ERjyq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. + + 4�NOpH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: QPP -(ZWPPT Ili Amn ♦� NOTJH#V @ FIRST COURSE z 0 tL 0 W U H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ,•"' OVERHANG -- 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 SCALE: N.T.S. >• � s •gyp. ° #5 BAR D. 10 . D ` • CENTERED W/ 9071IN TOP o • KNOCKOUT / c� CHAIR BLOCK MONO FOOTING •, ,, SIZE AND REINF. PER PLAN '. AND SECTION DETAILS CLEAN FILL .► •• p DIRT 4 z A. " STANDARD o #5 BAR IN ! 90' HOOK N FILLED CELL:- - 1. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ANDSTEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e+� o O Z as - t --� O C.;c a: o c N f> N —•om>K 12 16 O t t- N N O N d c c •> E E c 0 �.�tjd =d=Q CL' •— 7T N a= c E • , ,,\\',\\�R,O6w�IV 41" 'All - P c`N SE pcta TM U r\0 i 1+ ;� 0 S S j f9iPl!!t. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. S a o O N J Vl LL VV U. N O LL a- M a Crn y , •c w . a JLLLL ��; Z ,M t0 .. r lu $ o 0 ILW o2�r d m � M N H N o c� ❑❑❑ Z W < cl- � z 8 �� U O �N 6 U c _W r 8 0!. s U Q ' 0 m CMv7 z z z E 0 a ;o s E v Fes- rp wz % i5 u �r oa U p 0O U �4 zO wo �� N ao $d T� V m0 °z Z h z aw u`i �z W �a 8 ° z o '_ cn L� I- •� O > 00 U 12 N rn N Co M Co I.L Co O LICE CLca r r E 00 U) m V T � T _ t— c`to O CN +� ,� t 7 CM U -) C ^ 04 O <6 Q O CO N r L{7 T hi m cM T N 11i d Z C E O 12 C a U Q p JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS A SECT A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING A WEBS FOR NAILING SYP w/ 2-16d @EACH TRUSS MAX 24" SPAN (EITHER USSES HIP WEB SIDE OR BOTH IF REQ'D) G.T CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH IT[ I 11 14 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '--/— WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS C�r 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 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT (2) SIMPSON SDWC15600 SCREWS @ ROVIDE F. LAP 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 ___.__ - PENETRATION AREA W/ - FOAM. DRAFTSTOPPING/j/ SHALL DIVIDE THE CONCEALED SPACE INTO % j' 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" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. I> o 0 1 O O o O 1 I SPLICE O o I o o O o 2'41 SPLICE BEYOND 2-4- PART. ELEV. VIEW I All n r �:• �i (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. EDGER OGETHER 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. MAST FLOOR TRUSSES SEE @ 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 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—,, PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX (2) LAYERS VX24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C.8 FIRE CAULK -- RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD M\ 1 7.E -rn=KI 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" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA DETAIL - ADJACENT TO TRUSSES SHAFT LINER GA FILE ASW 0810 SCALE: 3/4"=1'-0" 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) 4"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 5 22 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.—� 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING ABOVE AT EACH SIDE OF WALL NOT STAGGERED OVER PARTY WALL CEILING BOARD 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED SEE ROOF PLAN FOR STRAP INFO. -- 7 • _ - - TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF , TOP CH,I FLOOR TRUSS FOR AN AREA < 1000 S.F. � 00), TEI AND SEALED PENETRATION AREAS W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8"GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. (TYP-) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6)10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED - AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) \ / 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d / EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE —STD. 90g HOOK FLOOR TRUSS FOR AN AREA 5 1 00 (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 �6L (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TAP ORD BRIG. `--DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT \_1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. '--1/2" GYP. WB. TYP. "S" MORTAR (TYP.) g o- W N CL 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) (4) #5 CONT. TD. 909 HOOK ON 3" CHAIR $" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=V-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN O = ---- _ SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL Im F.F. 00 VARIES WITH N SITE GRADES SEE PLAN N T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 o a 2 c o d� � W Samg 6f ca.O v m x •Vl .� [V L d V •5 E = c d C2 = a 3� ca O co ca L7 N Q. E � o •r M FLO ,;.// OFE3S10N\ /011111111��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. _ rn W H o � E 9 N /� 5 O N n ,4 ro # O J 0 LL �� LL Q--CNnv LL W u- ur a a d LL 9 Z �m O o 220g �. j'�N10 m Q _' LLW N C7 2 to Z U ❑�❑ W 2 N M w M ,., 9 ,O N �N ZD ® U DE L a" c M �m Z M M o Z S o a D E CJ 3 o LL �z Q a na W� 0 Z 8 E Co ro ¢a 4 z 0a w C: oyr �LL Z M� m _j � a� �i r� CS J J= 2. F A. US o Q B co L C.0 F�- E CV (dcy) I L n � v CL T r 00 -6 m CIO U r r- r H CD L(7 +-' M M LO � � CD N 0) CSC Q O T U-) T 6 i� I M o Z E O E E 0)Z a3 c a U ¢ p JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE [� RESISITIVE % . 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 1 BARRIER �V EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE /' SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. - - a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of =1AW.M.-N.-I NAIL BRAND OR EQUAL WEATHER � EXTERIOR CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 2 PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE s BARRIER SEAL TOPS OF JOISTS 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 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) 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 HEAD FLASHING TIE-IN INSTRUxTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO BE USED. weather resistive barrier 1 3. Fold weather resistive barrier back over head 2 1 2 2 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade that layer lane flashing flashing tape D a er. The individual layers shall be installed inde endentl such each provides a separate continuous and an paper. Y independently y p p p y g and seal with (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW ■ ' SELF -ADHERED FLASHING me SELF -ADHERED FLASHING ■ 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ptioor FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT I EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be e 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING ' applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied p PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WP01) , membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to 1 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW co COMPATIBILITY ER ON CHEMICAL ° ° ° ° O RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with C FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and y 1)SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO EXTEND AMINIMUM B" RELEASE PAPER TO AD ESIIVEASSHHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as n OUTSIDE EDGE OF MASONRY VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK t 2) SEALANT JOINT THRESHOLD ^ `l shall be installed at the following locations: 0 5) SEALANT FROM INSIDE EDGE of 2 3 C _ \' 0 WINDOW FRAME WINDOW BUCK ACROSS uvlNDow BUCK SECTION -A (SEE DETAIL WP02) J 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall p n AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings door be installed in the ° shall comply with AAMA 712. Flashing at exterior window and openings shall accordance with one or more of 6) TOOLED SEALANT =_ REQUIREMENTS ° v 2 following: BEAD BRIDGING 2 ✓ CLADDING AND WINDOW 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME 3) SEALANT WINDOW FRAME T - -- NAILING FLANGE 1 SELF -ADHERED FLASHING 4 ' manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details ? RO ND, INCLUDING SILOW BUCK ALL THE L. 2 p SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING �f 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. V 1.3 1.3. In accordance with other approved methods. � SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND _ SELF -ADHERED FLASHING ■' SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. o FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under o stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 7 4.4.Continuously above all projecting wood trim. = SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. o 1 6.6.At wall and roof intersections. • Water Resistant Barrier 7.7.At built-in gutters. c JAMB, SILL AND HEAD DETAIL Lath 2 APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL c S r APPROVED HOUSEWRAP _-- STRUCTALATH TWIN TRACK 2.5 -= PATCH Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME - APPROVED FLASHING TAPE -' - DOUBLE lJ ° 7/8" Cement Plaster �. V' SEALANT SOCKET WITH JOIST ° a an ' a j TOOLED APPROVED SEALANT ,-, SINGLE WOOD BEAM ° ° ° ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ASTMC926 in accordance with j - SELF -ADHERED FLASHING 1 11 ASTMC926 Felt backed metal 2 ° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED _ 3" MIN 4 °° with ASTMC1063 lathe in accordance i FLASHING FLASHING with ASTMC1063 Building Paper O 5 / � �/ 7/16 O.S.B. Building Paper %i 'i/, sheathing 7/16" O.S.B. o SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED ■' Metal �,� �i` sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing � Weep Screed Y SELF -ADHERED FLASHING 2x FRAMEWALL--___ - - - - ; � Installed ASPer Mnufact. Specs. cc PRODUCTSDETAILS STRIP OF SAF LEGEND I ? SELF ADHERED FLASHING (SAF) -- p Maintain Stampede or similar Bottom of cauk bottom TILE FINISH I v DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only i I I BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER - 1 1/2" to 2" o WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WRB - II s SELF FURRING (SF) LATH - f . M `' Above Roof Weep Screed Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION 2020 ( ) co Q ( PLASTER ACCESSORY I I Sheathing SHEATHING, PLYWOOD, DENSGLASS �� I- SF LATH HIG, Manufact. Specs. E 1'4' PER PLAN g I = Detail Instructions in each detail that corresponds to the p Refer to the number marked as9Rstructions 1-0 PER PLAN - er I I I� ` WRAP DP WRB ONTO I I THE VERTICAL I 1/2" Cementitious Cement Plaster Decorative Finish c numbered items in the list below: SURFACE TO TOP OF I FLANGE AS AN AIR in accordance BARRIER I I with ASTMC926 v•o °,�, All inside and E 1. Install self -adhered flashing in order as shown by numbers SLOPE 8° CMU `� - I I I 3-1/2" INCH FLANGE I I I over wood 2nd ,o•°•' ° ° outside corner will floor ' •°•' ° °•®.° be 2. Install flashing and weather resistive barrier to form water shedding need to miter o laps 4"OR8"CMU I- _.-. -, ,� -------------------J II 2 • ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) -- - Z z r v..hr r - , I s., - ti, I ---STRUCTURAL FRAMING °•o,• o• butt joints need to • o, o•• _ - y - 4. Split the release paper using the ripcord (Split release on demand, _-.,..ti _�_ -' ° FILL WITH GROUT l -1 a g Z : " r„ • ,.°, .0•• becaulked using ° ' Stampede or sim. embedded in the adhesive layer) - for ease of installation and to h, STRUCTURAL SHEATHING THIS GAP IS A RESULT OF ;' caulk for all .14 minimize scoring cuts a a _ CL a \ PLASTER STOP NATURAL SHRINKAGE. . 4 STRIP OF SAF 5. Remove all release paper per standard installation instructions and - ° - a _ W �- - - - - - - - - - Do NOT sEAL. __- CONTINUOUS BACKER i" ---- - y DRAINAGE PLANE WRB n adhere to substrate using a square piece of flashing material (6" x 6" f= -- - U ROD & SEALANT DRIP SCREED PLASTIC I Minimum) SLOPED MUD BED �-'-- _ LL ii ACCESSORY I BOND BREAK WRB i 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 9 Y �/� j 9 9 9Y a H ~ � w � I \, I SF LATH VINYL SHOWER PAN 1--J ° - fit tight to corner . ° Note: 8. Mechanically fasten as necessary " The building paper and metal lath must be 14 SLOPE a ° 1 I Cement installed over the top of the weep screed. n a El EJA a - PLASTER STOP Aover Plaster CONTINUOUS BACKER ROD block <7 & S 1 st CEMENTITIOUS FINISH r a� WEEP SCREED DETAIL a SHOWER SEAT ■ ' SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE N O c N .o d 0 C V C4 �, 17 co T[ N G LL C3 r0 O L Q � CV Y 3 0 c m u � Bit 3 � o a► m a Woo . oC .L y, rn C o a �o s. ` M O 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' a0 N E CN C,8�� ak b 0 ID 7 N� oo M N �No� J LL a o5 q u-a O z ILL z �o° t� A yy ° m O ` W ro 63 N co J drZ Z I °D N LU N Z U S Z 00 O❑❑ GC :'n•-'Yr a fir- W a. W 0 g� v Z Z N � 0 � z a $ a � N z M C1l/t O LU �N � w � 8 6%,. S: G Q CS yp 0 N o o w chi J z 0 it s ar E_ ♦- O U ram z ® v n 00 n< °'6 2s Z�E o a � Qo 3y mQ z� m J 0 8 as co T �nZ y F W m Q O a� yy M z T c O 0 120 300 U rn CN � H CV Co ji Ln T_Cr :3� T a E r 7� 00 in co U r � r O C-0 LO M M In. C n M N O CD c� Q C:) CAD N U-) 1 M M d r Ln z Z E O c D " U _J v <( p c J JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. HURR/CANE Mounting Brackets 00 G,augef +1 2'x41r2'X2-12' Ste Anchor Schedule 1 /2" Dlr 1 a-sleM O PG Washers / Self -Lacking buts Swk Cross Support (N1ay be cut to W) Right Btatket(16 Gauge) f 1ei� IF #14 Self -[)tilling SCrew3 A/C Unit Bnttnrn Edge Hurricane Strap (Tyrir,;A1: 3 infreant) Front Cross Support (May be cut to W ) Left Bra titet(16GaugeI#145elf-Driliny5crewsThruBfdcket38 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hl.rricane LI 'll-ic rrtniallurul.0 tn:uvu.run.a are lNr.oerizsl wu4v rev}t liunit:Xu-:AIX ilrat'p. �s:qg��aedecc itali ed Stall E A" ae dhisle Man request laid r l net wdtl spp*) Floride Department of Business & Professional Regulation patia l oil Building Codes and Standards W012021 Product Approval Application Dettall ,:' wf ,;.;.qJ 1`!h.. . w.r,�yvu. 4,�uu nrit�'iW rI f+';iSt�,.�y,��16R E..4q,;��d,5+'(�st, '•„r;: rt) ..V.r.rl :^+ Y-'..r.',;rt° b'�{.` 1 -tF- `I.i' .:6„"1";1 .ru .` ',;. ii �ri;r: Is�r,.., x:�� .IIY✓. W"9r'��W� r1 ".1�::. 'hl ,A'IM ,A., ^7'"" 1 7h:r:. k' L` I,r:: .. EI1 d`,.ed1 f1.(31,r^;. :C�., ., 8, 1.1 �., 4 �1 � ^t U dlktl't, Ydtn4 r+(:�T.,1� 9 'r. 1S Y .. r��i" .. TrQft array or QItE Bale Q.I.feendria �ri4 MM Vlualml NWR[rwum curt 1 Cndn4«&Lk«us4 yaYl..9,A1 VaY9Med @AIDI04p FSCApproval Approve ;Baud. Amrmah. 2020 Smart Vent Produces, Ina Mensal Graham Henn. F N-ro P.E. Laos. Borden P.E. 1218/2020 1211won 12282020 Appro,.d cas gay: Structural Components IBM 441.$30 PE-73770 (334)300-1800 "CAt*WW. Product$ ntfaduoed 899 Result Or Infoes"riventcan Naas T.dhmohay C-Vllann Method: 15-ru tion Report Iron, A FlonMs Registered Architect Ora Licensed Florida Professional Engineer Ala hope !am rrngKxj$Lna Quality Aeeuranmr p( w CmuxLL *Ma.Oats Approved far Use Aparatldfm InMM¢ UM g imRa Exoduaol Domal Pisan 1 SmeriV4n1 MPdete1540510 Dual FuncUm Floodend VamrlOMVen1 12'3112023 Yes Yea N/A .100A1oo 2 amndVent Meet. W 540511 Dual Funutlon Flood and Ventilation Vent 12A12023 Yas Y. NIA •looFioo 3 dnadvont Modal 111/40,520 hsulmodFlood Vent 1MI12M Yas Yes NIA .1001.100 4 3m.n., Mud«.1340.'21 Insulaleo Flood Vent 12/312023 Yas Yn NM .100A100 5 amartVanl Model NJ 540.524 1"Qud; GW496 am Flood Vanl 12lJ72023 Yas Y. NIA WA 6 allonVant Model Wood Well lAsulallid Flow Veal 1W312023 Yes Yet NIA .10DI.100 7 on546570 SrnertV4nt Model a1540-9?4 14.51qud: Cereals Door Flood Vent 1=i2023 Yas Y. NA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Peen 1 d1 1114AM1 .. 1A Ih Fr {'."'G r ldY,.*y�11 r11 w1ri..44 ,G14fralrl+r:,:/.i +.ev raw-il. F.h'AP"Ix ,M. 1r1 '. Ill rJ4 -11, G• l tr ry In.t 'dal tyN M1F( ry >a r ti;grm to-r, n1'r�n,"r„�' ,',, i�41'Nft'!M ,-.n 4 ,, :,., 1.}.l .,L„J,..�'r x ,. : ..�.%: _. 1 .. y KAV h ).. M•,�w.✓{yx> J kt._N ,1 r p"('.,� 5�. ... r.... ,l ,y�'ne i,. .. ),� t'<4 ✓ rr!!fIY.P! QMt Qelt Galt Bee mass visaw llauitgum !mil Fm Meer A 11-4 VNNWW m X"" BWM= rat amraw A --ad Big - Revision 2020 Drexel Metals Inc. Jason Shumate Zuni ty R. Priest Loire Bowden P E. 08MOM20 08/09/2020 0020QOZO 10/13=71) ApprovedCategory: Rowg 1502)303.1511 PE-74021 (3341200.1 aid $Ube-o* ory: Mind Roofing lsnumen(gdoxmd.co m COnVftfrA Method Evaluation Report front a Potosi Regla«4e 4rehted or. Lt.. Ali FWrld. Professional Engineer FLNIMa rmtLat rBf4k Product Mudd. Nunubar or Natal QUOBXA IUM Product Descrladon Coarmt EXDlralm Due Aporeved for use Atnreys4 nor Use In HviB ouiwHtm knuoul Damon Bf.gila Ettasure 1 Draxal M 11 Rootina System, DMC 10ONs DMC 15088, DMC 1755, ❑MC 2008. 12r'312025 Yes No NIA +01-180 DMC 5V Florida De pertinent of Business & Professional Regulation Fags 2 d4 Building Codes and Standards 3R/1023 Product Approval Application Detail s;gn: Edh or las:een.nto Bras 7)M= &MAMA Ertdno« t unfree age j WW" lump g ERC A,m-.l Aoprowa elates Revision 2020 Therms-Tru Corporation Sleve JaBpersm LYnoon F. 60mldi. P,E. Rya1 J King, P E, pan SM-11 12131/2020 04,M021 0WWO21 Approved Calamity: Ederl., 13aors labor)843.7928 PE-43400 (613)787.6455 ou laC«egory: Stringing Exterior Door Assemblies slasperson(9merlletru.c CMIpINNlc4 Method: Evaluation Report Aroma om Florida RrgldelW Arel;lled we Lbtmsol FbNde Professional Engineer *L&2aaf1.Ri Aradad it Cook,AwBeeea A-,,d far Us, &Qgrov.d far User alessir Dnlgn 11111 Product DessirricillarnC,tMe,wt FadrWxm bee In-HVH1, outside HVHZ Fa.11,1 Ameaure 1 e, Thannrltu FIti-O."i-d Smooth -Star NOmnal 04#39:8 &qua:IMpadBquat: Opaque 121 202& No yea Y. WA Composite Edge Fbuaare $Male Osar Ilnswin"(swbg: X confiqui stlan) 2 b. Themma-Tru Flb«-Caesleend Smooth -tier Ngmhal 8&039;8&oud;lmp4ddqud; Opaque 12,31 rma No Yes Yes WA Composite Edge Fleargess Single Dom with "Ifte(al On$wmalOutewing: XO. OX Or OXO or>Mpuratimsl 3 c Themes-Tru Rber-Cleak And Smooir,51ar Nominal (1101111,11 &qud:Impact8qud: Opaque 12/311'2026 No Yes Yes WA 4 . Theme-Ta Fl -Cie sic and -oar tl pal s 3msah 5 e Th-7,u Rb ,Cla..ic end Smooth -St., 6 f. Therms -Thu Fber-Classb and SMOdIli 7 p. Thermo-Tm FibM-Claselc and Smedn-&ter a h. Theme-1m Fiber-Classb end Smoodl-Mar 9 I. Themes-Tru Fiber -(desk end Smoor 8 t, 10 I. Th--Tru FlbxLlesslc and smogtn-der 11 a, Thermo-Tru FID-Clarsio and Smooth -Star 12 I, Thar-o-Tru Flbm-D.- ind Fimodh-dar 1S m. Th...'r. FlbenClasdc .n d amodh-Sir 14 n. Th.m1ATr0 Fiber-Clasllc end S-oti d 15 0. Thenna-Tru Fiber-Chatic end Smoddr-Star 18 p. Theme-Tru Flber-CNsslc and Smoot ier 17 q. Theane-Tru FIOm-Cbisti c and Smcah-Scar Composite Edge Fh«glass Double Door With or withal ant«tit MswnglWicwngf XX or OXXO Odnfigurdlms) Nominal 4&#39a00 Perae canDoolm Edge Fiberglass Omplo Doc ( hemn9fOutewing; X cesllguretionl Nominal E&#39,0 &qua;Nrpea&q.,* Opaque Cah;i Edge Fiberglass Singe Coo wah fide14e(e) 0-Ing0ouHwing; XO, OXa OXO cm figuration.) Nominal 6& 439.0 &qua,Arpad&raa OP.". Compotes, Edge Fiberglass Double Door with a with Out mattes onaMnentutaoing; XX m OKXD co nfrguretimsl Nominal 68.a39;8 dqud:ampad&qua;. GIU66 Conpotlie Edge Fbergi.- share Doer (iniwtnyGeawing: X emA9unsson) Nominal 6&II &qua:anpad&quote Glazed Compoon. Edge Rborlsa9e Single Door with Sealmi Ona mWurswlna: XO, OX or OXO carfigurat ball Nontlnal sa#3g:& &qua;lmpact&qud: Glazed Conpode Edge Fiber91es4 Double Door wan a .hoot 8ideltes (Insw rofoutswing; XX or OXXO confvpusllonal Horamm 8&AI tliquot."X&qua; Glazed Campsite Edge liberates. Single Door (hoerinyaacwina; X cmApuraOon) Nmsn la&a30;0&qud:I ped&Wa. Glazed Cotpoate Edge Fiberglass Single Door with dmNads) IlnewlhyOutwn,p; XO. DX a OXO omfigun d arm Nominal tl8#39;0 &qua;nrwct&qud: Glazed Composite edge Flbrgleee Double Dow with or without Walk" OnsslnyOutsein9: XXa OXXO cmfigurdlonel Nominal ,6#39s a d:arpr d&qu pl. Glazed s olr Molded en Composite a nba "$in Op D 5tlg giA p• Dom (117"1001ewing, X oMfigdritlmir Nominal 68e39,e aWrA;nr"Ct&qud: Close" Married Open C«n"s rage Rbeiglass Single Door with clued Molded Op. Siddn.id (heMnyoulswlrig; XO, ox a DXO cmagunii Nominal 9&II soot p.d&gud; Olezed hackled Open Compost. Edge Fiberglass Deuble Dw -An $withal Gazed Molded Open 9id.111- (haany0ut"Ma; XX «O)XO C4Mlguragm.) flannel 68039:8 &qua;anpset&qu&t Opaque Comeoste Edge Fibrosis Singe Door with Molded Open Sitlelkels) Ilnwing/OMsong: XO, OX or OXO csnfigu rations) NatNnol (14039a dqua;mp.dsquat. Opera. Composite Edge Flberglase Double Door with or wtnout Glazed Masted Open Sidestep (Iri9.lny0ulsw1ng; XX a=0 canfigurotions) il!312026 No Yes Yes WA 12r312026 No Yes Yea WA iW312026 No Yes Yea WA i2/JInm No Y. Yen N/A IM12026 NO Yes Yea WA 121310026 No Yes Yet WA IW 2026 No Yas Yea NIA 12/312026 No Yet Yes N/A 121J12026 No Yas Yes WA 1213 117026 NO Yas Yea WA 123117M No Y. Y. NIA 12/312026 NO Yee Y" WA 12012026 No Y.. Yes NIA 12012026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail - Page di 1=21 JJ SI fi'I 9•il + ul 1. V Lt 0'LM k� ru.l'i�S .lN(1 4WnY @ D�/ 1li�tJ�..+Y c.11u Ov.,'.µi ,il lr�nw✓h d'M1., Id ,v. l4P 11�tif [m4 �r h.r_�C ,a 7k1i !y PA ,t+ f.QQ1 Entity or liars Bait DA N P4ndm &ge Version ManufigWoa r„ggag validated16 yaiiamw jlsilartittisd FOC Anexerval d9®btl IRaNellm 2020 POT Industries Jens Rosowslul "Ord -Dade SCCO - CER Mlinti-Dad. BCCO - VAL 111111i lwfir 2g 1124r2020 Apprmeo Cer.gm y: Rnerar Doan (941) 48e-0100 (Tee) 315-2500 Snbedegmry: Sliding R.I.I. D-Aesembaa. poscwep(gpathd.Nial-4 Camplis-Mdhad! C M.Ai Me lk es Listing dim Elx 14U3 Produdo QusliN AssirarMn /haa.v.dlaglin Approved for Uu b2mi 2skm as a boded -V. MAM«. Nome Fir sim oe.gimbon Coh! EAM , DAaa e+HVNZ N1044 NVMZ Ra stmid ft"!N" B 8QOS570 (L.rge "'A. hp.d) Vinyl %ding Gave Dour OU112021 Y., Yes Yas WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72t 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 far a Category/Subcategory Manufactiurer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67r0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0%40.0 psf 12/31/2024 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 12/31/2023 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 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 612212023 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 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60r0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 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 NiA 12/31/2023 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 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAY ENTS Tamko {for Shingle Roof) 151b Felt Uoderia m ent FL12328 NIA 6/29/2023 Plygiass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NiA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals/ Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Gob al Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/I A 12131 /2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 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 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL.2197.1 - FL2197.5 NiA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NiA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NiA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NA 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 Building Codes and Standards Product Approval Application Detail r-gN7!s71A l.) +sLF'+tlf.;") tN,in. .. J"'54tlf::,4nh,R�yn ti �'`.(lrq Yw P Y, Sjf4111u �~ (^" i�A�rS rw, ,J: its r;v� <.. l entiaror n a 2a pa 1YBe version Man We=a Contact Emlrtetr &license yalldaw By Validated Submitted Revision 2020 Theme-Tru Corporation Steve Jaspmson Lyndon F. Sehmidt P.E. Ryan J. King, P.E. 0712312rJ20 07M212020 07291202D tOl Cab@gary: Exterior Doors (8ci 843.7828 PE-43409 (813) 757.0556 subcategory. Swinging EXterwr Door Assembles a)aspatwnQthermetru.co ^` Compliance Method: Evaluation Report from a m Flow Ida Rep stated Alan tact or a Licensed Florida �' �- forde.altit Engineer PLARD47"3 Products S Me Prddudt Modal. Number or Name OT Ptnduct Damon pion dZVitiC68iiY1i0611 Contract EXolratm Dab@ Approved for Use Aoprowd in HV Outside for U9e' HvHZ nt 1 e. Them Firer^Classic and Smooth -Star Nominal W30:8 aquotlmpact&quota Opaque Co E be 12/3112022 Yes, Yee Yea Page 1 a 3 i 1252D22 dge op mpb@ FI rglan Single Door n ' (InngiOulsvwng; X configuration) are _ na ' a{��'� py 2 b. Thsrma-Tru Fiber-Classio and Snrobth-Star Nominal 8&#30.6 8quotlmpact&qud', Opaque 12J3112022 Y04 Yes as y#A� Composite Edge Fiberglass Single Door with � 4.Yr N Sidelde(s) (InswingrOutawing: XO, OX or OXO cormgurauons) It Y 01 3 c. Theme-Tru Fiber -Classic and Smooth -Star Nominal MA39;B 8qud;lmpad" Opaque 12J311=22 Yea Yes ea ea' *,,p , ys�A O Composite Edge Fiberglass Double Door vrith or O gig Without Sldditea (Insvihy0ub@wing; XX or OXXO configurations) N Y p 4 d. Thermi Rbw.CI&sab and Smoath•StAr NomnAl8'0 &qu0tlmpaa&quot, Opaque 12/31/2022 Yee Yes as -XA 3 Composite Edge Fiberglass Single Door OnsxifgfDutewlnQ; X rL 9 , W 5 a. Thmma-Tru Fiber-Cla..ic and Srnno9i-Star confgwa0on) Nominal 8901 "lmpad&qupt Opaque 12J312022 Yss Yes �+ � f0 rid Composite Edge Fiberglass Single Door with as .CIA i SidN'te(s) Onewiny0utawing, XO, OX or OXO y 11111. a Configurations) C E 6 t Thermo -Tel Fiber -Classic and Smooth -Star Nominal 8'D &quyt;imptoMquot Opaque 12131 OM Yea Yes Yes WA ro In Composite Edge Fl16= Double Door with or d t,1 without Sidelib@e (Inew4rng10utis ng; XX or OXXO ` configurations) 7 g. Tharms•Tru Flbar•Classk and SmoothStir Nominal 6&139;6 &quot,lmrad&qum; Glazed 12/312022 Yes Yes Yes .p WA Composite Edge Fiberglass Single Door (Iriswln,glOutavving; X configuration) 8 h. Therms-Tru Fiber -Classic and Snatoth-Star Nominal ea#39; 8 liquor, lmpect&quot Glazed 12/31r422 'Yea Yea Yea WA Composite Edge Fiberglass Single Door with Siddt4(s) (Irnwing/Outs ing; XO, OX ar OXO configurations) 9 1 Thorma-Tru Fib«•Classic and Smooth -Star Nominal 8&llag:8 &gLlor:lmparX&ouch Glued 12J31 rM2 Yes Yes Yes WA Composite Edge Fiberglass Double Door voth or without Sldettest (Inerdn rrOtlb@wing; XX or OXXO configurations) ID j. Therms-Tru Fiber-Clasalc and Smooth -Star Nominal 8'0 8,quot;lmpad&quo( Glazed 1?/312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (Insvnrg/0uiswing; X configuration) 11 k Therma.Tru FEer-CoNso and Smooth -Star Nominal8&#3B;01tqud:lmp9d&qud; Glazed 12131=2 Yes Yee Yes WA Composite Edge Flbergl asa Single Door Wth Sidelte(s) (Insm4ngtOutstMng; XO, OX or OXO configursione) 12 I. Thermp-Tru Fiber-Claasic and Smoulh-Slar Nominal W390 8quot,impad&qud; Glued 12131/20E2 Yea Yea Y.. NIA Composite Edge Fibergass. Double Door with or without Sbelitee (InevirglOutomng; XX or =0 configurations) 13 m Therma-Tru Floor-ClaseiC and Smooth -Star Nominal 6&9*8 Bquot;lmpad" Opaque 12131 r= Yes Yee Yes NIA Composite Edge Fiberglass Single Door iMm &quotfdcn-tmpad" Sidelital (Inswing/Oulawng; XO, OX or OXO configurations) 14 n. Thems-Tru Fiber -Classic and Smooth -Star NomineI e&#3vs &quotImped" Opagw 12131=22 Yes Yes Yes N/A Camposito Edge Fiberglass Double Door wth &qudtNon4mpzpI&quol: Sidelitas (InsmiglOutsw rii; OXXO configuration) 15 0. Thermo-Tru Fiber -Classic and Smwlh-Star Nominal 8'0 &qu(7k1mmot&quot Opaque 1213120220 Yves Yee Yea WA Composite Edge Fiberglass Single Door with &quotNon-Impad" SMelito(a) (I nsvWrlg1Outsyrtrg; XO, OX or OXO configurations) 18 FI as in an t p. Therms-Tru bar CI t d Smooth -Star h &b@r N Ina .Im om 18'0 BgWI, pad8qud; Opmqus ZW2 1 022 Ye s V ea V Yes N 1A Composite Edge Fiberglass Double Dow with &quet;Non-InVoct&quot Sldelbes(Ingw gtOutwmrg; OXXO configuration) 17 q, Tharrm-Tru Fiber -Classic and Smooth -Star Nominal e4,439;8 &quckNon-Impmct&qud; Opaque 12131r= Yes Yea No WA Composite Edge Fiberglass Single Door (Inswirlg/Outswing; X configuration) 18 r Themre-Tru Fiber -Classic and Smooth -Star Nominal e'8 6quothlon-Impad8iquot Opaque 12/312022 Yes Yes No WA Compoele Edge Fiberglass Single Door with Sldelte(s) (IInevArtglOutewtng, XO, OX a OXO configurations) 19 s.Therms-Tru Fiber-Clasoi and Smooth -Star Nominal 6'8&quctNon-Imped&quot Opaque 12131=2 Yes Yes No WA Composite Edge Fiberglass Double Door lath or Without Sldelitea (Ina vng)Oub;Wrg; XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic and Smloeth-Star Nominal 8&#390 &quot:Non-ImpadBmuu: Opaque 12J31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswng/0ulawlrg; X configurri 21 u. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3g0 "Ncn-ImpWt&quot Opaque 1213112022 Yea Yea No WA Composite Edge Fiberglass Single Door with Siddte(s) (ImewinglOutawing; XO, OX or OXO ctmlouratlonsl 22 v. Thames-Tru Fiber-Clit.lc and Smooth-Sb@r Nomm.l8'0 &quotNon-irrlpad&quot Opaque 12/31/2L122 Yas Yale No N/A Composite E40 Fiberglass Double Door with or without Sd411tas (Inaw;nglours-na; XX or OXXO configurations) 23 w. Thorme•Tru Fiber -Closable and Smooth -Star Nominal8'8 rquotNrA1-1mpad&qugt; Glued 12131/2022 Yas Yes No WA Composite Edge Flherglaea Sngle Door (Insiong/Outawirio; Xconfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 08M9iS kuotNorOmpad&quot Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with scielte(s) (I nawinglOutswi ng; X0. OX sir OXO configurations) 25 y. Tharrrla-Tru Fiber.Classic and Smooth -Star Nominal S'8 &quotNon.lrlpad&quot Glazed 12rslr=2 Yas Yes No WA Composite Edge Fiberglass Double Door vim or Without Slealltes (IrnsvAng(Outawing; XX a OXXO configurations) 26 z. Thermo -Tel Flber-Cltsde and Smooth -Star Nominal 0&a39;0 &quathion•Impaco&quot Glazed 1213112022 Yes Your No N/A Composite Edge Rbargless Single Door OnswdrglOutswing, X configuration) 27 za. Therms-Tru Fiber-Cla,1.to and Srntooth-Star Nominal 8&A39:0 &quotNon-Irrpad&ouch Glazed 1213WO22 Yes Yes No NIA Composite Edge Fibeigl..s Single Door with Siddta(s) (InsWngtOutswing; XO, OXor OXO configurations) 228 A. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&439:0 SquotNor Impact6quot Glazed 121312022 Yes Yes No N/A Composite Edge Fiberglass Double Door vAm or Will Sidelites Onswing/Ouruv ing; )(or OXXO configurations) Markle Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail No 1 a 2 1,5/2021 I �y l Y�yrf'ntS,k ll%lint t 1'_ Y 4 ( 'w` }' 1 '.. q. N, if C 1,k"-a yf: J 1 t•1 r� r,.h 6 '.: F ,Wv. :F 1jM ) Y h y e' �,. (.„u code times, Or t2ffie Ball Cote aradno Bttt =vga varl M«wfad,m Cortad End-,&Liearee WAdaled dr VaWMsg SubMKW FEC Ammval egggyyW SAM Rewslon 2020 MI Wndows and DOors Brent Stlinger Luis Roberto Lomas Steven M Urlch, PE 10MV2020 10/082020 lanS2o20 12/152020 Appreoed Category; Exteror Dome (717) 305.33DO PE-62514 i717- 717-8454 Subcat4gory: Spina Exterior Does Assemblies bsningalrilimMd.com Compliance Mdhod EvaNalon Report from a Flails Registered Arenileet a. Licensed Florida prof ..iond [Main.« k a Y24g Pig 411 Quality AaEgryDrd Aparowdf«Us. Canlraal ex(yfetlal g«a Amroved far Use outside NVMZ lmpaA daalQtant DOSIM 1ermstr 3 1 SERIES 420 ALUMINUMSGD SERIES 42CALUMINUMSCD OXO 1MI2024 No Yes No N/A 14&3/4&quotX15"qud: NON -REINFORCED 2 BERIES 420ALUMINUM SW SERIES 420 ALUMINUM SOD OX. XO. XX 124112024 No Yew No WA 96&Qud;X&O6quel; NON -REINFORCED 3 SERIES 420ALUMINUM S(3D REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12,312024 No Yes No NIA 14s3/4&qud:x99&gaa; 4 BERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM 80D REINFORCED OK 12012024 No Yes No NIA XO, XX9E&quoulie"qua: 5 SERIE8420ALUMINUM 5WFIFJNFORCEO SERIES 420 ALUMINUM $OD REINFORCED XXX 12,312024 No Y. No N/A 143&quct:z96&Wd: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval A PP II atlon Detall C Pie.I or IN12021 ...:.. ,�t;',�S Nlfydlt.,i l 4ei l; a., >av 1, ha�"`l es d t wTY:�i 11l A,,rri VY'':, n , �' a L 1h fi-; " ✓ :.�; air 'a:w ,,IleI (^!r',;.Irf'u:'. (",.n�,,,, m . to ^I.I, ,t ,�e'i�l�i'11'i�Faft .'Yt4,�A. ,r, M tl::: YI I.fl I...�pr CN .,.,, ,s.'..six :r; . .,: i -r. M.r: �" , /:I: ..�> 'A ri m ,:.; y'°:.�. r .. .n. '4 :.I Nr :. w ..Extra, ... . .. f . ,.. I,r. , 1.-,:.n1 .e..I�JE,�+W✓'ie .r e. (f..,Vd, r".: . 1ipJLL or DNA, am Bie.P.in" Cie ]fit Vanillin Mmuf wrw Contact Velld«ad lid VeIItlWd $yam F&CAdvrovsl Approved $t&rie ROAWW 2020 Wayne-O.Aon, aavidn d povemard 0., Dw.yna Xarnhh John E. &.1. Jeffrey P, Ameson.PE 10120020 08292020 10232020 12M 2020 Apionwod Corporation (330) 7011121 PE-51737 (904) $21.5200 Category: Exterlor Dome die shiliwayne-danar.c EutiC«.gory: Sedlenai aterbr D-A-riblits om Camalianc. Malhod: Ev.ltudian Report from a Florida Registered Architect or a Licensed Florida P�pProduate Proformi Engineer IR9.1 P14dus1 MOO«. Number «MCI1M A Product CoserlbdOutsideotl gpJtpag Et«ralm Qae In Amrm,.afesusa HVHZ Outside lrnD c4 Deeks, HVHL R*Wt A Pressure 3 BOO D016200 a1105 9&ab9; Mee vMth. 14&e39: M. heft. Glazing 1 N312023 No Yes Y. .31.0005.00 available In top or Inlomnodate section. 10 40owalo01e200 All in 16&039;Max w101r. 1440139: MAX height. Glazing 12nlr2023 No Y43 Yes .30.00/-33.so available in top or intenmedlde section. 11 BO/6OD10019200$1124 160409, MAX width. 148*39, Max height. Gluing 12/312023 No Yea Yes «34.401-38.30 available in top or Intermediate section. Florida Department of Business & Professional Regulation rage t d t Building Codes and Standards IfilmI Product Approval Application Detail �� .:,,..� ',,, , , D'♦< �1w A"�(,,qx .'Srf::.w, 1 .. . �^ i$ irk, ew.l•� r„ ^na.d-,a iw .a.,,✓.,•a6l i5 . °.;`"rJ�:. a I' ..&„_, 9 , . '• M1 , � ,i ,. o;�'r„ 1 4 ..,_ v29A <. ., d ,),gV'r�il ,.,xl 2 linaty dr Dame Pendm Muls V"`_ Containnr�^earA l�-c Va9e«ed av ail FINC Amrawal aerial Revision 2020 Currlas Division ofAADO Inc Tom Ratty UL LLC Troy Bishop, p.12n0r2020 imi2ozo imirlo2o Approved Category: Exterior Dona 1641) 404-2813 1254) 247.0880 "CAt4gory: Exterior Doe Components lemselt!eassiiloy... Complaints Method: CarUlbatlon Will; a Liming n' Quality Assurance Amrowdlor Ust Amassed for Uu Imm Pfigll $Bap Product A1mdW.NumbsmNana PJgg),,t Description casradE.mealimD41a ID.HWZ Dt & Rozmma Ixessure 1 eoT ?07, 72?, 747. 767,?17, end &4T smile end Pies a Flii9l, Glazed. and Lowered single and pairs a 12/312025 Yet Yas Yas N/A Doors hallow metal doors. Florida Department of Business & Professional Regulation Pages d2 Building Codes and Standards 11"21 Product Approval Application Detail ff 'r �yj JInI'J� ph)#W 1 l F AS' to R �)Hf [am a Oat. Data Dde.Patdm Dare 7sea Version Manufacturer Et A License va load fir YeuQw 1 FBC Adventist Approved stay, ReMdon 2020 MI WI$dws and Doors Brent snllrga Mxtltan Architectural Steven M. Union PE 1 V012D20 11/172020 112712020 Approved Category: tw6m (717)3653300 Marmot-, As,wanen (717r 311,8454 Subcategory: Single Hung baesngm®rr4rd.dah Cempllaxre M4mo4: Cenitodon MIUX or Listing Apprmyad far Use Pro" Model. WanhM Or Name product Dnenotarn InHM HZ CNd& Imeacl Biape HVHZ Resistant eQSlgtl. 2 166 SH 52)t72 FiniFlange Frame IG/SG Single Hung I(V0s2023 No Yee No +60/-60 Laminated Glee 4-0 N Q� C Co .� U � Cn T5 CU O cu V! O C O Q O W O CQ U_ O .� Cn ^ W .41111, O L). I- � -0 Ca C/) CD <C Z Z W J CU Z C_ _Cn CO 00_ i O C � U O L� ^1 W Cn U M O L UJ Q W Z Z Q J a. SHEETNO. PA 1.0. Florida Department of Business & Professional Regulation Pape 6 at Building Codes and Standards 11=022 Product Approval Application Detall ,-... - loll ✓i air`." -L:. 14, i' :: ,1y 1y ,., ;,r. it d - .r. �y,�.. - -. J,.I,.., : .yr. :. -, _.. ;. x . A _ Plain• 'S 1: 7,-1.r>G�ievSrh3;wt_. � Y S ,.. r,a , IP ._n :, a}n .a�:f.. $�r".� t��'Z�r.. y �.L•r� ,�. .6y ... ,.k, ,t.: liagl Fi0±It1tAL 209 2&1 Data Pandlna 211 jumt Valero¢ btpldlGa((8C )Qpy{A Ena)neer a License Validated Be yBI10t1W E31gnigia FBC Aoomhsl Approved Stfgaf Revision 2020 rhor-T. Corporation See. Jsspersom Lyndon F Schmidt P. E Ryan J. King P.E 10107/2021 C9/18=1 10A32021 12115f2021 Approved Cata9ory: Exterior Done (8W 843-7628 PE43409 (813) 7874SSS aubCategory:"ing)ng Exterior Door AlsemNbs ejascarocanotharavu.00 00orphatos Method: Evoluldion Reporttom a In Florida Regbtered Architect or a Licensed Florida FUQWt4%7 Profwebn el Engineer Producer aa-a Product too". Number or Name Rodtlat DweMatim Contact 2UWLAUW= Expiration Approved nor Dote In MVHZ Use Approved ter Use Outside NVHZ jplpact RlsfsbM Groan Pressure 1 aTherme-TN Fiber-Clossc and Smooth-6dr Nominal 8 88quorNon-Ilroect8quok Opaque 12J3112022 No Yes No NIA Composite Edge Fiberglass Single Door (InmiglOutewing; X configunthxl) 2 b. Thorma-Tru FlbanClMalo and Smooth -Star Nominal B&M30;a 8quot Non•Impad" Opaque 1261/2022 No Yes No NJA Composite Edge Fiberg laps Single Door Y+Kh 9rklits(s) (InawrelOubPn(ng; XO, OX or OXO mnFlgunuano) 3 c. Therrne•Tru Fber.Ch■sbantl Smooth -Star NommaI9a3g;B i quot;Non•ImpaaBquot; Opaque 12131/2022 No yes No NJA Floerglaas Composite Edge Double Door vdh or virthout Sidelitee (Inawinitoutlem ng; )Xor OXXO co nfpuratons) 4 d. Therms-Tru Fibw-Clasic and Smooth -Star Nominal 7&0391.0 ftiorNon-Impaot8quok Opaque 12J31J2022 No Yes No NJA Composae Edge Fliberg less Single Door (InamingiOutaAtng; X configuration) 8 a. Themr-Tru Flber-Clasak; and Smooth -Star Nominal 7aa9F,0 aquct Non-Impact&qual; Opaque QfW2022 No Yes No NJA Composite Edge Fiberglass Single Door with Scialae(a Onsvdng/Oubnving; XO, OX or OXO configurations) 8 f Therms-Tru Flbar•Clesafe and Smooth -Star Nominal B&e39;0 &quotNon-ImpaaBquot: Opaque 12/51/2022 No Yes No NJA Co mpoaae Edge Flbeglsu Single Door (Inewing/Ourawinp; X configuration) 7 9. Thermo-Tru Fibar•Classic and 6r1Ddh-81ar Nominal $&M39;0 &quot loon-Impactliquoli Opaque 12/31120M No Yet hb NIA Composite Edge Fiberglass Single Door with Sdelne(s) pnavdrg70utswinp; XO, OX or OXO oonfi urations g ) 8 In Therms-Tru Fiber•Claseie and 9rrapth•S+sr Nominal 8&a3B;0&quol;Non•Impad" Opaque 12/3112072 No Yes No NIA Complees Edge Fiberglass Doubts Door vAth or vahout Sdeleee (Inswing/OutoMrs; XX or OXXO oonfigumtiorks) 9 1. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&03g;88ggotNon-ImpPcMquot Glazed 12/312022 No Yes No NIA Conposils Edo* FibmWom Single Door OnswinoJOullswyg; X wMqurstion) 10 1. Thsrmna-Tru Fiber.Cluac and Sm xith.Star Nomsnal UA39:8 &quoCNon-Impad&quot Glazed 12a112022 NO Yes No NfA Canpostte Edge Fiberglass Single Door With Saelee(s) (InsWrig/OutevAng; XO, OX a OXO wnhgurations) 11 k Thermo-Tru Fiber -Classic and Smooth -Star Nonirat O&M39,8&quotNon-I mpact&quct Glued 121811= No Yes W N/A Conpoeite Edge Fiberglass Double Door with or vdOgut Sideleq (InsMry(OuiAving: XX or OXXO configuMtions) 12 L Tharma•Tru Fiber -Classic and Smooth -Star Nominal7&M3a,0&quotNon•Impad&quoL Glazed 12131r1022 No Yee No NIA Composite Edge Fiberglass Single Door arMwingNutswing; X configuration) 13 m. Thorne-Tru Fiber -Classic, and Smooth -Star Nominal 7&9%;0&quotNon-ImpLKtBquot Gland 12131 t= Ne Yes No N/A Composite Edge Fiberglass Single Door with Sdetee(s) OnswirglOuUwing; XO, OX or OXO configurations) 14 n. Theme-Tru Flbw-Clack and Smooth-Sbr Nominal 8&IO3g;0 &quotNon•Impecdquot Glazed 12/31/2022 No Yea No NIA Composite Edge Flbarglosla Single Door pnswAgnouleweyg; X conalgurgoon) 15 0. Them e't. Fiber-Cbwc and Smooth -Star Nominal M00:0 &quotNon-Impooftuot Glazed 1213112022 No Yes No NIA Compositor Edge Fiberglass Singh Door with Sidelite(s) OnsW rolOutavring. X0, OX a OXO configurations) 18 p. Thsrma•Tru FlOw-Clasak and Smooth -Star Nominal 611141"N0.ImpaGBquoC Gazed 1=1 Q022 No Yea No N/A Composite Edge Fiberglass Double Door Wth or wthout &deliees OnsmnWOut hi m g; XX or OXXO configurations) 17 q. Thermo-Tru Fiber•Clasic and bYllooth-Star Nominal 69M39:8 &quotNon•Impod&qud; Opaque 12J31=2 No Yes No NIA Compooler Edge Fiberglas Single Door Wth Transom (Insstrgl0utwMng; DIX configuration) 18 r. Thera-Tru Fiber.Ck"io and Smocith•Star Nomnal 84039;8 iqu"on-ImpaaPiqua; Opaque 12131J2022 No Yes No NJA Composlh Edge Rbogless Single Door v Ith 6ldalile(s) and Transom (InswinglOutekng; 0/XO, OJOX or OIOXO confrguntiorm) 19 e. Therms-Tru Fber-Clusic and Smoath-Star Nominal 611ull 8quot Non•Inpad&quot Opaque 12131/2= No Yes No NIA Compensate Edge Fiberglass Single Door with Sd.IW.) OnswingfOu4wine XO, OX or OXO Conanuom Flood and ell codlguratlerat) 20 tThemna-Tru FIbeFG.Mk and Soctin-Sbr Nominal Bas139;08quaptNon.lnlpiol8quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door wadi Sdsiite(s) Onsso grOubvnrg; XO. OX a OXO Continuous Fred and Sill configurations) 21 u. Them .T. Flnar.Clas4k tnd Smooth -Star Nominal 811439,8 &gLx'KNon.lm;mol6gvM Glazed 12J3112022 No Yes No WA CompoYla Edge Fiberglass Single Dow with Sdelba(41 (InsongfOumwlrg: XO, OX or OXO Continuous Flood end Sill configurations) 22 v. Therrimi Fiber-Clauio and9moothShcr Nominal 8M39:0 Squat Non-Impagl8quot Glared 12/3V2022 No Yes No WA Composite Edge Fiberglass Single Dow with Sdsila(s) (InsvAnpfOulawing; XO, OX or OXO Continuous Head and SII conngurations) 23 w Therme-Tru Flber•Cbss c and Smooth -Star Nomlri B&03Q8 &qud;Non-ImpsdBquot; Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Panels wise Vented ,%"We) (Inwngfou9aWng; XX)" or VIM onfigurafions) 24 x. Themm-Tru Fiber -Classic and Srtlpeth-Star Nominal 8111AW.0 &quot Non-Inpad&quot Opaque 12131J2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented SdelWs) OnsWriglOubwrg; lot )VX or )00(X configure i...) 25 y. Thomna-Tnl Fier-Cleselloend 8mooth-c1sr Nominal U032:8 Squotrion-IrrpadBgUot Glazed 12131/2022 No YK No NIA Composite Edge Flberli ea s Door Psnab vASh Vented S clelini pnswingrOuMwrg; XX, XXX a XX)O( configurations) 20 z.Themla-Tru Fiber -Classic and Smooth -Star Nominal UAW: 0 Muct Non•Impaq&quot Glued 12131J2022 No Yes No WA Composite Edge Fiberglass Door Panels Mh Vented S1lelba(s) Onsv4nglOumwrg; XX, XXX or XXXX wnfigunHonc) 27 ant. T ma-Tru Fiber asaip S r her •G and Smooth -sat Nomilnal811eF39'8 not Nan -I p& u Glued mat of 8q q 1 12131 2022 No Yet No NIA Composite Edge Fiberglass Single Dow with 380380 Sdelite(s) OnswinglOubwing; XO. OX a OXO ooMlpuradons) 28 zb. Tlnar us-Tru Fiber{Jessk and Srnooth•SMr Nominal 611,039;&"Non-ImpadBquot Glazed 12r31/2022 No Yale No NJA Composite Edge Fiberglass Double Door with 3&0390 8iddKs Onevdng/Ou!xnM nW OXXO configunbort) 29 roc. Thermo-Tru Fiber-Clesslc and Smooth -&tier Nominal U#39;0 agmot; Non-Inmaot8quot Glared 12t3l/2022 No Yee No WA Composite Edge r 3190 clOOXO. OX or� 30 zd� Ther-Tru maFiber-Classic and Smooth -Star oonfigurauan Nomal NA09quotNotH mpooAquot.Glazed 12131r2022 No Yes No NIA Composite Edge Fiberglass Double Door with 38039,0 Saelhes (InswinglOutswing; OXXO configuni 31 as, Therma-Tru Fiber -Classic and Smooth -Stir Nominal 7i939;0&quotNo1Impaw&quot Shaker 12J31f2022 No Yes No N/A Swiss Composite Edge Glazed Fiberglass Single Door with or WthoW 18030:2 Sdelte(s) pruwingfOuM,virg; X, OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codas and Standards Product Approval Application Detail pP PP Fonda Department of Business & Professional Regulation pops I al Building Codes and Standards 1/Sr2D21 Product Approval Application Detail �411M .� • �3A24 1144": 11:��9�5 1 Q& 4 Edith, or am are era Pmd of ➢act min Yemen Manufacturer contact I mmmaUeerate YAllmlffiiy V6WWad atamae9 F&CAmr gel Aegoved Isla. Allimatlon 2020 POT lndusbles Jane R.-mild Meml-Ostia aCCO -CER MemFDede BCCO-VAL IV0 020 110UM20 11/1112020 APpro it categity, Windows (941)458.0100 (185)315.25H elbratsgarY Slrhee Hung lyddnN@pptlnW9111se.c Compliance Moaned: Correlation Men a ultra Oln L pladu a QHML&%aLWM aoeawaior Us. ARRMMLor11ai tuna gogm trout Produce rnmL raAww or aYni. )pgprl outside rlvNz ) pry, 2 SH&M iLarge W.A. knpod) Vinyl Single Hung 9 ndow 07130/M25 Yee Yea Yee WA Fonda Department of Business & Professional Regulation Pop I bl+ Building Codes and Standards 111512011 Product Approval Application Dehll >• Y a t liar I : r: a ( :t Y ,�...,d��.._, '�. ...,, 3.: _^A... r,.� �.i'L, __,�� ss ✓•LI�, r�, _ >. .Ln..nti..J. .,, ..._, •.._.:. .,.Ass �L°n'd. � +i.�.. P .r'�d�. F��J'7� - .,. . �N :dh,,v, k 4:. .. .+"'it .� •,` ..YT _` .�td'('^ r 1 �.��"-Et" +�9A5"T�a�hr�fi � :a $ r _,t; !.,C GA& mm Vietnam Manufacturer Efim or Se9dffi Emineer&Lir- are alb Validated Yam submitted Dab Pond- are 39AGgmra Annexed EIagY ARMnetlon 2020 POT Indu.hka Category: iMndowa aubCstspory: Fled Jana Revot,01 Moml-Oea RCCO- CER (941) 4WO100 )roemkidoodiduBpes,a MombO&do BCCO - VAL 1IMM20 1 i"T2020 (786) 315-2590 11M1/2020 Approved Ctnlpll•na Msthotl: Cwdipa0m Mark or Living om AMA R,bat Yo d& rr .bar w Mary PWd620 fL.rg. Mlsell. Impact) Mriel Fk.d WWdvr Q A-,,,d for Liu Amr,ved in HVHZ 04M)2025 Yee for Ilan IMa fL 22M Wgick HVNZ $y(gmi le-,5 Yas Yes NJA Florida Department of Business & Professional Regulation Panel air Building Codes and Sta rdards 14112M1 Product Approval Application Detail ilea Yampa mmmmwm Reuslon 2020 MI Madowa end Doors Category: Wndows atbCatepery: HotBontal Older Compliance Method Coronation Marc or Losing EL�LEmdllat I HS 1&8 Flo and nsrge F- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP PPI Pope 1 d 1 1 &421 Amity or gait aria Doe Pmdm Do Cannot find-,&ikoae mdumider mmmm LW M tiGAmmtal. Aagmnd iftar Brent SKlnper Amerce Archtecture) Steven M Urleh, PE 1000SM20 IW&7020 1011W2070 Approrad (717)385.3300 Manufacturers tuwcbeon (717)317.8454 bsMM(ArQmrwd.can gvg9pr�((tgrd Aaroyed Per W Amowd ra Use imma 21dm zmii r>iNklrn SadtaC.Emty a R wilin guokk,l= 9299" EMMM, 73x621nwidod does No No Yes No 95N-85 Florida Department of Business & Professional Regulation is".4 al Building Codas and Standards 1e42021 Product Approval Application Detail ,;.^ v1m �;; c�•- gip,^ny;•,� 1,r 4t�+F:,�GTi�N't)'�W, 1. �'m'��YA gab Ealka no am grtemam ibis i= Version tLMPIIm11mt ante andna.a Lkerat, Validated IN YAM" )Iglgailbt FBC Amrevel ))per ftalr RMakin 2020 MI Wlndawa and Dow, bent Ndngor Lida R Lomos, PE Nwan M Lech. PE 10100=20 IMM020 10/10020 12M62020 Approved Category! wl ditt (717) 365.3300 PE-62614 (717) 317.8464 subcategory: Mtuaon, baelhpf@mWd.etm Compilers* Merhod: aY,Nsbon Raw corn a noddle Ragldor.d Architect or a Uomeed Florldn Prof-iond Engine. AaypNstatus, A.veuW fw lee smo Raw AMA a Outside, ggDltmLlIDlrk0a14 1, HVHZ ga1wimz Aullow 9 -No 2 6794 Vertical Numnum Mullin 12612024 No Ye, Yes WA Fiorlds Department of BLtslness & Professional Regulation page z a: Building Codes and Standards 10,10=1 Product Approval Application Detail .,, moll,., .. .'5 :..,:.. ... ,.. u ... `tor 'v. 1 1 -.'.. .. �„r,t a!•:. ,Y�..a,. ..* 5,,., Ir xAv � . ,' ^rat .S,x4JC'i ... _,. .(. �`�erS a:C...YC:"^-:i:" f._.,a Yi 411'. MAT",f. i�1" rE ri. �4• 4 ,,: 1' ?:` y v... 1, a .wu y Y.,4i'... ^y.ri, w. dY>�ii In1 inr)tkyh?' �u �e.�,�.(Ma ,yq.�r �i.: -"! t., (w�+rdrYa'k±b �} 'r. � �f✓M.�� u_°�:r,:_...,.c,,.m,..• ":F1Ya: C✓: ul ,. ,�+i (r aV1i�,"'r ,.« ... , r, .;: •'.h �_'lpiq D j -. '^' ,y T@.. �'. .%' �tiT, ,.., ,..:•._ r�'J.f b ?•4Er1.+.h:, - Y.._.1.,i. tot n P,,:.n�J`�, �!+:,., ,,,,, .'t,�,7�.,ex..,. <a .:oat, ,. E�.,.•..,. n.. ...u.ar:,.... raft InaY9r Art art Dab Passing art ri.49! Sam or sat eat aatePmdoa gat M= XKM MaMdM*lm Shama Enauo¢Alk� Ya1LWOAEa Yauded mom= LWAmmui Aaamn9 man I= minim mandwWmr rdcw rxkmL&LU M Yalita2uk xwam SAMOM EAGAMMO aumed loan Roviakn 21J20 Janes Handle Building Products, Inc. Chad D er k. V. Andrew Ten Jinn southand, R9. OV 2021 12I M1020 01,062021 dnfl FOC Appn Reung. 2020 Atka Nick Thompson Lyndon F. Schmid. RE Ryan J. King, P.E. 02I15/M21 02nY1a21 02=021 04MY2021 APProed Category: Panel WWII (909) 545.5369 PE61682 (352) 307-2528 Category. Panel Wall. t330) 922.2389 PC-43400 1813) 787-6sss SubCatagory: Siding a.d.dlerakaQlamoehrd SubCWgoy: SM9s Mhompew®e1ad..oan Complbnco Mattock Evakie8m Report tam a a^t Compllerate Method: Evawtlah Repair from a norldo Registered Archrival or Ucemsed Made Floddo RegisteredArcNlM a a Liansid Florida Prdanbna Engneer Profwabna FFnglnar FL&IN9aA6 Product Gailiftin, Assurancei AOnrovedit"Use Approved for Use kaRva Dodvi Frra272�� s Graduate Quark, Assignment AliscolobilliLVat Automated for U- koala 21dw at" Product MOM. U&W err IMma Product o scFkdo Contract §Xpkadw.fit In KVKZ out" tim a98Ytre Iraasun tip o Product Model. Number of Name Pro" G,ction- Contract E3MrrAlonDMo in mvmz Outside HVK9 IloaRetaY lreaarn 1 Cemplank Lap Siding kho-comes lip aktrig 12031R023 Yp Yea NJA WA 1 a. aald;2T&qu0t Solt Vent or Sold Vinyl Sda 12131F2023 N. Yes No WA 2 Hrd.Plenk Lisp Skiing 9li-man1 lip oldh9 12/312023 Yes Y. N/A WA 2 b.&quctAlllanaa T4&qubl; Soak Vent Or Sold Vary) Sat 1213171027 No Yee No NJA 3 a &gbd;Grembrlar V)map% Beeded&a39; SON vent a dolt Vinyl S" 12nl=3 No Yes No WA 4 d &N.L05&tluol; SO" Vmta Sold Vanes Sore 1213142073 No Yes N. WA 5 .. &qud;Chrla Cbk&quat; Soft Vent a acid Vinyl able 12r3l=3 No Yes Me WA 8 f. 8qud:Super Spankmt; so" Vent or Sdid Vinyl SON 42/312023 No Yes Mi, WA F10dda Department of Business & Professional Regulation Paps I de, Florida Department of Business & Professional Regulation Pool or I Building Codes and Standards Ioum2I Building Codes and Standards a m11 Product Approval Application Detail Product Approval Application Detail (x�.. rx .coal ,i�.M �: �x�'� .�( �^ h {a, `,yZ � .ry+^ � 4•i 'r z� .,loll 3s",r. ^�w n. ' oaf. ,ql.�J loll . _ �. .`�. , . ,.�AL'n vv w'aM....l'�%�i i}w. �.. ..r A' ,.. .._•. .,.,,y� `�,.rr: . ,;. r` i ,. ' ?: . ' S ... ......... ,. a - ._ : , :57gi.etl�. 1 , . ��, w, � uk•.. :„. .- e" , :: ( .. u.. '. '.*f�Wr .'loll^.. -loll �-`�` N .Y u � � �b� 'rn•*"Trii'WSL9`PA TY✓.l. YI+C,"'1....W cw Y .•} 4. - „- .,. a:.rr.'• _�:.K�'h«n ,N -u..� . ,�_�� •�."+-,'.0"i „ t. -..n .`� uv. 1.3t4.s .'F,YT^ etv� v+ 1 'H)N��+rini. "�F �i ,fin .. 5� .��)�C��. .'a�j, i. �1S. ..: 4...aJt e� -.A�. L . CLmat Entity or adz 20 CA,Pendiw An 920 angry or tau 20 boo Pond ant I)Lss Ymlan aanLgmu- Contact Endmw&Lkw, Yaldram Yallibbid submitted FBC Alternates Apamrad alto IYat Ytlflsn Eazda&= g20= Egraar.&Lkrat Validated fib Ymm" toolm W.60 rnwl hammed Masco RON.kn 2020 TAMKO Wilding Products LLC Will Edo Robert NYan9nen Jahn W. Knoaevich, PE 1010411020 09292020 IOJ1212020 12M52020 Appwed Reaskn 2020 L.V. Thonar". Inc. am Thompson ArchnocNrd Tony Christman Zachary R. PrIe t SIMn M undri, PE MT/2020 09/162020 08222020 12115=20 Approved CMODory: Rooting (417)024-8644 PE-59106 (954)772-8224 M.M. CwM.Y(TAMCOI (813)246-3466 PE-14021 i717)3174454 6kiiCaegary: Underl.yments karrt_eden®IMnko am Comouri. Rodhg tary@aaaaaexinpcam ComplimentaRost nadll Repdn flan 9 Evect "Category: Rooting Acasswes that are an FIofda Architect W9 naleEngin Artlibptaa Litaneed Florda Integra Port elm. loaning eYslam i PrdaeslanM Engine. gl Method: Ewct llonwe Report iron a Corida R lmdAr Flags Rnplabnd Nchlted a • Ucansed Florida I Professional Engineer EtaE P nduet ruM. N tuber w la ee g,mg-A„„ AM Amr.veufflin Product gin In NNIZ A-.vedr.use tTpatd gaeMnFtmmi.R2 Outside RM P..ktmt Epggyp Products, dousifty Assurance Albraep rw u.a &pggygg (gam ill= 2tft 1 TAMKO Rod Undadayments (HV)4) Ro.rundalnymanla fa use n FBC HVHZ 06MO23 Yee No NIA WAam iSaOA trm6L:�aMo gLa�tl.CmlmpDiaa letggli 12ulEtla.dllbi aaaltlar raw"lpi.Bcaaa. 1 TAMCO Fla Tap O1FPo0ge Vent With Bele for Tie 2e 9o. eltbc roof whistor Nth bete 09/0920a6 Yas Yea N/A WA 2 TAMKO Rod Unaayman9 (NON-HVHZ) ROOunanaymants nor use M FSo nw44V1HZ OKB/2023 No Yes NM N/A 2 TAMCO GootsnaokVers 20 ga. 09/092028 No Yee NIA W/•52.5 hoodalana. 3 TAMCO Off-fidg. FtWVmt MB Rage 20 go. aetlo roofvM6Wa Plot integrated beflb 0firmUla Ya Yp NM WA 4 TAMCO Round Top OIFRdge Vela with Battle for fib 26 o& $two roavomlma with home 09 012020 Yes Yee NM WA Florida Department of Business & Professional Regulation Page I or Building Codes and Standards 117rm 3/15/2022 Product Approval Application Detail PP PP FL#625r9-RaR3��1 p �N� or rr�� Fa�� r1�� 71y 22SLI EMlty or L� � 201 2110 &SitiliYE lim Ylrldon Manufacturer Contact Engineer & Validated ev Validated Submitted Pending ARproye L Approved Revision 2020 POLYGLASS USA MauryAlpatLicense John W, 1DI26/2020 10/22=0 FBC 12/15i O20 Category: Roofing S954233133OSmalpert®polyglass.(:om Robert Nieminen Knezervich, PE ARRD2vOl SubCabegory' PE-59166 -54) 772.6224 11/01/2020 Underiayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLA6259-R31 Engineer Products guatilty AmugloS&&gp)1Jsdr2ruea 1011W 2111111 Producs ModN. Number or ill gam, lOrion iWe cot Elggifilon Ouiskle HVNZ Resistant 1 PolyglassRoorUndedayments Rooingunderlaymerts IW21/20Y2 No Yes WA 1 Polyglass Roof Underrayments (HVHZ) Pdyglass roof urvlenaymonts for use In FBC 12123r= Yes No WA HVHZ juriadlmgma. 2 Polyglass Roof UndeRsymei(non-HVH7J Potyalass roof urdMayments, for use in lW23J2083 No Yes WA FBC non-HVHZ jurisdictions, 1 Polyyass Roof Undenayments (HVHZ) PpaolIyypplan roof undenaymenbs for use In FBC 12r23/2023 Yes No WA HVFtY NdadbNorna 2 Polyposs Roof Undortayments (non-HVFIZ) Pdyglaseroof underi"Onts, for uu in 12/23r2m No Yes WA FBC non-HVHZ juriadledons. 1 P I ert for use I F Polyglass Roof Undem& ants (HVHZ) ass roof and antis n BC12/i37Z023 Yal Yin ( ) p1Y9 �nrl Yes No WA HVHZ jurisdictions. 2 Polyglass; Root Underlayments(non-HVHZ) Polyglass roorundedaymeras,for use In 121`23f2023 No Yes WA FBC non-HVHZ jurlgdations. 1 Polydass Roof Undarkymerlts (HVHZ) Poyglass roof urderlaymtlss for use In FBC12/23RG23 Yes No WA HVHZ jutedictiwna. 2 Polyglass Roof Undellayments (non-HVHZ) Pclyglass roof underlayments, for use in 12/23r2023 No Yes NJA FBC non-HVHZ )wisdirtiaw. I.7777 9 •NIA/-622a WA WA/-822.5 NIA e WA/SMZ WA 4 WAI-6n.5 WA t WAI-622a Florida Department of Business & Professional Regulation Pape 2 d2 Buildl ng Codes and Stands rds 2M 2023 Product Approval Application Dehll a� e ,t sit vr,''3R•+�1 1Ss)^j� Sv Ct' 4 22d[ BW&. L Pat suer DartGmlim cots amt. yffam Msnut t rer Closed bhatn,r a UaMe Validated Or Validated Old-W d PBC Atlaraid Aopo am- Reuson 2020 Mi hak Inc. Firm wait%. ICC Eraluohw Sehaca. LLC ICC E.M.M. I.-. 01113M23 12r2DM22 01/03(20M Approved Catsgory: Structural Campaniles. (BS2) as0.8835 LLC. Subcategory. Trust Plot. .wddan@mi am (205) 59,19-9800 Compliance Maned: EvYUMlon ROW from a F1.2,uato Phldnd EW.Oon Entry nedld. $!9j Genres aMlratim Date An ravedforlka Amr,tad In HVHz Oulda for Use HVHZ lmwa R.".It camm pre -re 1 M10AH8 1s gel high adenam truss aontedor Nate 121312024 Yes Yes NIA NJA 2 M189HS 18 Ga. super high strength trues connector plate 12/312024 Yes Yes NIA WA 3 MI 18 16 gowas connector Pet. 12131QO24 Yes Yes NIA WA 4 MT1 SH8 14 ga. high strength muse mien odor plate 12/31=4 Yas Yes NIA NJA 5 UT20HB M M. nigh saanpm buss canned. plot. 12131=4 Yes Y. NIA WA 5 T18 TLI6 M /s ga. buss connate plaid 12/312024 Yes Y. NIA NJA 7 TL20; M720 20 9A buss coned. 0.1. 12131 W24 Y. Yes NIA WA r ^'ry'�" .. spy .�� ,�iw''ipit..'y,..... !tt!.a ,�... loll.:,- J��.��. � .:.w ._?Y �'Si �:w�1:'' . �`.•Ytiae' �r! TT..�`pN'_.S•.'Y7,�` _ ..:: ap�'� •fir ..A�S ., a' , .,,p. .. _ �yy �"k, ... ,R.�..,,��.. ��. L.. J•Tr3 a��'pp.aF�r 7y�,' 74�.iw.r era `� +„ ✓ :uu�� .in. ram. sl x,, � . loll... •,r;� Q111 &IAV Bat gala tattmdm iuer nag Zelm or Manufacturer rdwm todmoLL Tema Validated! br YWW= NUDM l Fat Abnegate! Aaammm AAU Revision 2020 Lerratna NaMna Jersey L u P.E. lay Jmata a dohs. Seawn M. Urge PE 11231M20 11272020 1 0 1 120r1 p dnp FBC Appn Calapory: Rooting (5011943.6153 PE•31242 (717)317-8454 QOCdagarr' Roofing Acceee.meethal ream kjdl•y@bmanmdom Imegral Pan ofine Rooting Syetem Copliance Method: Ewtuation Report cans Flaws RealMEredArchrectora Lk fed Floide Professional Engineer (jggx Proda3 easaL rherber or Name ) ,gpg�pgaosmLgzmxwua prMVAeartaao Aca,wd nor use AI»rdYaifor Jam UM Impled attm 2gg dLu= $gam([ P_ T - it -Alm 1 Oeak-Air" OAd w RI Bu 1 Dad 0A-4 Lw Pr P 01., al)propylen. Poastic, Rod Vint 12/102025 No Yes No a97. 97 5l• .5 Mechanically Abe shed to Pbaocd Deck, Florida Department of Business & Professional Regulation page I Of 1 Building Codes and Standards ir"22 Product Approval Application Detail '�,�A�;rvf'�,k'1s?aZ'y C<`.L`mT".`;"31;fir1L"S�`4'r�l,?Cmt��,�;(i�s�n C1» ��!??G'r`.�'f,�')�.,,..��„"S�•�',Iv�4`-"�„3��M�L.,I, /IIa".f 'Y11`a, , ... N:'"ds. 1<F��"'It':4�.`'Str .. ,r :F ,,wt,a^s .;I �r,('�1'"i,. �; �. � 226 entity w 29g 211& Date Pardim 20 T_YBP Version Msnyfedsu Co. Too EmalnaaraLfgenae Valloatee By Validated Submitted PWAagroval Approved Ala(ya Rwieion 2020 All American Shutters and Glass Mike Balloon Frank L. Bonner lo, PE Ttoy Bill =, P,E. 10/ WD20 10/15r2020 11105/202D 12M5/2020 Apptouod Cat, Shutters (561)712.9W2 PE-0046549 (954)947.0850 SubCaergory; Storm Panels mikep6allamerkanshut e Compliance Method: Evaluation Report from a Mod. Florida Registered ArchRectora Licensed Florida Professorial Engineer F►a1 T80a4ta Pmducb Sidi Product Model, Number or Name Ousllly Assurance Approved for Use Aooroved for Use Product Description Central Expiration goer (n HYHZ DeGroote HVHZ lap0et R2113mnt nation Primary 1 2492 GaWnlzed Steel Storm Panels 2499 GaNanaeo Sad Storm Panetta I21312022 Yes Yes Yes WA Florida Department of Business & Professional Regulation partial Building Codes and Standards 6114rddi Product Approval Application Det&ll k Yv ; r y S, ror•. loll.. a e�.,.'Y��.-.��.: , ::14Ef��i�i��T'�-.�P ,T: fa�/kR,m�`��-a t .r..� pslrii�e 2241 entry tor lab grit Date [wam are mm Ymian mim4u m &rLIA RSMZKAJ6msyduaug& Ydwm d al msu LIGAROMW App[0yffi foals Review 2020 wayemais.- Rob Wdsin ICC ewatdw SonAce, LLC ran Lmrer. P.E. 021021M21 W3=20 021032021 Appa►d Cal.9ory: Structural Components (253)924-6479 (606)839-3286 a1bCU.gpry: Engineered Lumber R.bwtil.nardn@waywha Camoame@Mbhed: ElaMatiw Repaletm. amer.- Rwuct Ewlua6w Enty tJSOI&Y-err Reaps asixAMLM Amniatuor tee Am ayedfar use lapse Ram AMA Probed Moat Maribor or Name g JplMp Compiled glibirsdan Data in Him out Resistant le-, 1 Marietta. LVL Larrynalso Vane.r LumMr OW312023 Me Yes NIA WA 2 Finnish. PSL Pade Strand Lumber 03I312023 We Yes N/A WA 3 TImb.Nrand LSL LaMnatod9band Lumber M12023 No Yes N/A N/A 4 TJ Ron Board Shuclukel Composite Lumbers Oriented atrend 034312023 No Yea N/A WA board Rink said 5 Waywh.eueer Rlm pond. Orlentec Strand Board Will Board 03mi2023 No Yee N/A WA fdo mut Vardm laMdstogm R4MalOn 2020 Baal hitting ce4g-y'Rgdng ZLbCalpo.r. Rating TIle9 Cum 11-Mdnad: EVMui0. Report from e FLAMB4H2lkodUC Product Ew)uetlon Entity s A is -D!! • Naks. Srta County Note, Solt Old English Thatch AGING; mpad 17 Briery 000- Ska.:zh$ke&emp: Split Shake 1& Z. WO-gled Shia 4.-p:$Oil$hake 19 Sxmy 700-choke, Sm. 4-0; SaIK Shake 20 27 Saxon YY Tw-alhmk Sate&smo Sdh Shoks Telst iZn./ as melame 25 Inila Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fast, 1 of 3 In/Ml Ehm or au era arabodm grit Cooler anelaear a upstater Nlltddtd& YAW" Subaniftod F&CA®romal Ag7IDxad mum Anderson ROW LAPMO Unman Ewkr.Mn Gary W. Worker 11,032020 1110211020 'HID&IMM Appd+ad (801)380-"l SSMees I.I.C. (2051854-0160 RcbinMdaroan@baN.w re $lalg(AttltaBM Approved fill We AscrevadfarWa �YU� Flat Room CO 1� In KvHz o Did" HVKZ Yes g�� N� FJA- Mt Prollb. Slot", CA I V312020 NO Yee NIA WA Flat Profile - Road, CA 12)31202D Ne Ye, N/A WA Flat Profle- atwha, CA 12131=0 No Yes NIA WA Fist Pralts -Rleao, CA 12131=0 No Yes NIA NIA Mgt Ro91is, Italy. TX 12212020 No Yes N/A WA Lw Rune - Katy. rX 12131/1020 NO Yes NIA WA Florida Department of Business & Professional Regulation Pew t all Building Codes and Standards line, Product Approval Application Detail A' d 'A1.� 1i15 M 3x ! Y g4dt ED!(hL9C grit sate gat80aag mi I= XK90 namd1swm Sad" !rotirmser toLflaom Validated 91 yt submitted Fac Aowpvat Ao0mlyd 9trla Revision 20M Alpine Sued Lew, ICC Et olti fiw SomAcs. LLC Watem M Remarl, PE 10131/2020 10221M20 1 11O2020 11,0642020 Appr"d caopory: structural Components (3211710-3377 (4071581.1S17 subcategory; Time Plates stewo@alpirMlw.emn Compliance MAho& Evdudion Report Ian s product ealmatin Entry rLsiml4t7 Products oWev Almaawla AW,-d rw Use 6w-gniferuee Impact 22ft Ala Pmd ct Much, Number w Name P65rtl8 i�a r� inj V14Z auird01R Wired t� 1 ITV aCG/AWa Higher attempts (H &era: 8) Meal Cana pro Plot. 1 N31202/ Yea Yee NIA NM 2 ITW BCGJAWne Hhge Plate Moral Connector Plsle 120312024 Ye. Yes NA N/A 3 ITW BCOIAIpIne Inbox Metal Conn.lor Plate IZF312024 Ye$ Yes NIA N/A 1 ITW pCO/Apino Wow Maly Connaaa Rule 12/3111024 Yet Yes NIA N/A Flonds Department of Business & Professional Regulation Pagel d2 Building Codas and Standards 9120021 Product Approval Application Detail Dft or Dab Podw mmVersionfloalikatme Contact & License Validated ar Validated fJ� tiGAa®rl Abut Ilaar Amrelen 2020 Alpha Aluminum, Inc. im OM Luis R. Lamas Slow M. Urkh, Pa IIAS M20 IIA 2020 112a2WA App d d carsgcry: Pone WWIH 140r) 309-2005 PE•62514 (717) 311.8454 SubCatogery: aoRtc ,phoslumnumincepho COnp1aba, Method: Evaluation Ripon from a clam Fields Reglexed Architect or a Utmsad Florida Professional Fnerlw rLN6114445 ROduets Quality Assurance AOprovaafor use Approved for these gppad gtaler ou 8aMP: �W14gu¢ndlrl gndf+d valram^m or° in HVHZ mdd�i Basbbol FraFractureI Aphe MxWlam 9did Veined AWminum 8olV Alpha Aluminum 8od&anp; Vented Aluminum 07130=3 Me Yee No WA CMU & Wood SONIN CMIJ &erg; Wood Florida Department of Business Professional Regulation Bulkling Codes and Standards Product Approval Application Detail a2 GM strike a go art DKO FmMm art LA a a- v ikal YMM amsdlguut 92ma laga&KA.610 t William YYWrW Iaamom iiGAmmvi cc frakLN Rauslen 2020 MI Wnd- and Doors want Mlmgw Amed- Archlectunl So- M Latch, Pa 1122/2020 11/2212020 1112520M . Category: uAndow& (717)365.3300 M.nuao.-Association (IPM317`4454 y C ti "CMtp rr. Fixed bMtlnpr@mF.a.cern M C a_ •y - L Compliance Method Castration Many m Listing FLMS "iA,Fadm. O N Y all <f It" Product Model. Numbs a fame gudmLAINUM $g@rL p Milfl6�¢gat AOOtIn HVHZMYet liela[rtl ' j C 1 1B5PIM 73. 721nWsted CA., 041=023 No Yee Me a+890 - -W 3 3 ao N role, N d C C 7 tY •! a+ an a -M E � O t1 &' Florida Department of Business & Professional Regulation Papa+ art Building Codes and Standards 1102021 Product Approval Application Detall 13�' t• R.. rh t.' 1 8• '0 ,.•�` 'I"'`'. ,ps, � is s' L" ,.. _.n�,. _. .,."-�S'�M.��v .Or .,N Sc .. ,��' Fix't.m_ema�te/.,.,�','�',.s•Ii.-Y��1'r`�t..... &C.:�,°�.4..v�0. ., �,tl., Yw t,. �'�r dri�•Mi �?f ... o•: ". .,,.. g a Agimm an art RNL* am ➢Its Most Ytdlaa a1aijili dL Caesars Mndinm & Licanas V&Wm*d lw YYww SWmEtw tec Approval Aga(axed ffiinLL Aftni 2020 POT lhdustrlei Jon. Roo..* Mard-Ooda BCCO - Call nWml-Dude aCCO• VAL 11JMrA20 11105M20 11/111'2020 Appr"d Ca(sarr. 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Number or Nam Proem ansdrlr) contract excitation i In MVHi Outside Qa 6nMbd Pl r4 1 MuBms for All Door and Windows Aluminum Mulaat 05126=0 year Yes Yea WA Sraa )k" Mnufttum Rea•len 2020 OAF DMegner: Rooting tubCabgpy: A,Wlar ShM91K Cwrpllarect Method: Evelmolon RopM from a Floods Registered Handed er s Uan Gad Florida Protection.[ Engineer 1148a haruct YoaL la&Mr a Wnr 1 OAF Asphalt Roof &rnpNa fix use In FBC non.HVHZ lurMkdans Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Bell* or iddw Imrau(AIWM Michael soon Robert Hamilton (600)TW3411 pe-WISS maatble of tom Product Dmdmdw Fnergus rainforold 340b, labnated, 5-orb and hip/ndge asphalt shingles Paps 3 a4 3W=3 are art Debt Postilm matt yadaeda,( 3muga W ammm NIDAOILMA Aloaronned fbma John W. 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Name Product tint,, AmulrirlaMuOW it, NNW QWNAUU& aMrar amam 1 20 G.go Go -bond taesi Storm NntwWVH2 Corrugated Osleenlzed Stae1 Harm Panels lWhed IMI/2023 Yee Yes Yea WA or rot b/ tracks to proWda hurna a protection. 2 24 Gape OMwnaed Seal Slam PondsMHVHZ Corrugated O6lvinlnd Sesl Nam Panels retained 12(31/2023 No Yes Yee WA ornd by back$ to Dravida humane Protection Fonda Department of Business & Professional Regulation Poll., or Building Codes and Standards lrr/sml Product Approval Application Detail T ip Ana ,1 A 1 r+ a � w Y• t 7t v �iI ➢WOLpi seat go Dias Pending Do mm varvw aaMooligu s Sadao sawalKAIIMM vitmama Be low" is.minj FBC Ammval Ana.. nod Oil" Revlslm 2020 Commercial Conrad. Prvduae.lna Roper Orals aanNol A Greenberg John Hoy 12/16/1020 12/10=20 122241020 long FBC Appr: casgory: Nradural Components (613) 650.3707 PE$4245 (352) OU-5311 SLW,Megory: Prod1109 Introduced as a Result of proeeetgela@y.Mhtoocars rat Technaagy CaryllYwa Method: &VMUMIm ROW "M a Flodds Registered Architect a. Licensed Flodds Professional Engineer guNkAa wim AgmigglUX Ma Amroved for use IV" germ ama Rwdid Yell lamhS a Npralouct Ignedothon Contract aoQat In NVHi Outside, &dvlM Protean 1 Country Procter a Commercial Concrete Protects Prewar and prestressed Concrete Utiteb OU2512024 No Yes NIA WA March 6, 2023 a6-r N N t � CD _ CO 0 N U N a s�,oil,i O O " .� � c V asts 0) W /e�'{so� CV � the/i O c O =- -2O o ^^'' W 3 � CU > -N :n Z^7' W �s+� O ^0 C a Q Q Z Z W J L =3 'ellessiJ C / `V O L O CL L' U O 0 CL Cl) -alaaaaaa L) C0 W O L Lam w Q � W z Z Q J SHEET NO. 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Lynam PE, LLC m4A020 07n4R= �l WOWS OM1rtAYoOr aernmaK N Oerdredirekdrw Der rIrIM2 00ft M1 YN We ponidl lnwsoa > W f •L O Him CL e• o C40 W N m ac H A C2 N 'C trl t N Dd. o A Q N Y OD IV o CL o= s � � 3a A . m cos y .T c E A o a. w rr w N N Al CU A� O OW a O OW r` . � U Cna�� O CV VJ O C O CD- O O L.L � -0 O Cu .0 � C CE (U O L CL i H .,Q . _ U) 0- Q r� w J Cn E Z Cn W� Cu Cu > O CL O CL Q � U O L CL 4a U Cu m � Q F- O L w� ¢� ZJ Z J a. March 6, 2023 SHEET NO. PA 1,2. tE Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct Inks to all SST approvals Isted below, CLICK HERE - for additional Information regarding FlOrlds'9 Stalewbe Product Approval System and Maml4)ade Canty Notice of Acmptance (NOA), CLICK MERE FL#2356-R7 AllillProduct Modal. Number or Neme Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#9509-RB )g#g"g Product Model. Number or Nama Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SO9212, S010112, SDI0212 Strong -Drive SO Connector Screw 3 SD9112SS, SM12SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Tlmber-CF Screw SDCF221134, SOCF221334, SDCF27196$ SDCF272368 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong-Drlvo SDCP Timber-CP Screw SDCP221100. SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SOHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SOS25212, SOS25300, SOS25312, SOS25412. Strong -Drive SOS Heavy -Duty Connector Screw SDS25500 SDS25800, SOS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS253128S Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SOWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Foor Screw FLOI0007-RO Aft" Product Model. Num bar or Name Product Description 1 ATR3/8, ATR11Z ATR5/8, ATR3/4 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP3/8-2, BPI/2, BP112.3, 8P5/8-Z SP518-3, BPW4, BM/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW1r2 CNW518, CNW314, CNW5/8-1/2, ONW314.5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD7e, CTUD77, CTUD67, CTUD88, CTUDOT Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N8 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD46, RTUD5, RTUDB, RTUD7, RTUD8 Ratchebng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer I D URS3 3/8" Uplift Rod Run Tledewn System 11 URS4 1/2"Uplift Rod Run TedownSystem 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 314" Uplift Rod Run Tiedown System FL#10441-R6 AW Product Model, Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10r22 Hold-down 3 H008, HHDQ11, HHDO14 Hold-down 4 HOU2, HOU4, HOU5, HDUB, HOW I, HDU14 Hold-down 5 HPA28, HPA35 Strep-sryb purlin anchor e LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAi32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PA1283 PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14. STHD14RJ Strap -style hold-down EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3=020 For direct Inks to all SST approvals Isted below, CLICK HER For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Naics of Acceptance (NOR), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 6-318" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3M S0' m 13-118" 23 LE03, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 6- 710" and heights ranging from 9" io 33-I r2'. 24 MEGS, ME07 series hangers Top flange hangers available in w4dths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1 /7' 25 MIT series hangers Top flange hangers available in vi dthe ranging from 1-9116" to 5- 118" and heights ranging from 9.1/4" to 24". 26 PF, PFB, PFDB, PFDSB aerial hangers Top flange hangers available in width of 1.9110" and heights ranging from 3-3/8" to 7-1W 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I.9116" to 7- 1/8" and heights ranging 9-1/4" to 32". FL#10660-R5 Sec # Product Model- Number or Name 1 ABA44.ABA44R,ABA48,ABA46R,ABA66.ABA66R 2 ABU44, ABt144R, ASU46, ABU46R, ABU5-5, ABU5.6, ABU65, ABU66, ABU66R, ASU88. ABU88R, ABU1010, ABU101OR, ABU1212, ASU1212R 3 ABW44Z, ABW44RZ. ABW46Z, ABW48RZ, ABW667, ABW86RZ ABW7.7 4 A04, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BCBR, BC8, BCS2.2/4, BCSZ3/6 6 C844, CB46, CB48, CB66, CB86 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, C1350086-15052, CBS WSDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQ•SDS2.5 Series 10 CPT44Z, CPT68Z, CPT86Z 11 EPB44A, EPB44, EPB46, Ill 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPC6Z 15 MPB44Z, MPBWZ, MP888Z 18 PB44, P644R, PB46, PB66, PBe6R 17 PBS44A, PBS46. PBS88 18 PBVe, PBV10 19 PC44-15. PC46-18, PC48.18: PC64.16, PCM-le, EPC44-18; EPC46-16, EPC48-1B, EPC84-16, EPC86-18 20 PC4Z, PC4R7, PCsZ, PCBRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC6Z, EPC8RZ, EPC8Z, EP08RZ 21 PPB44-4Z.PPB446Z 22 RPBZ FL#10066-R5 A21LE Product Model. Numberor Nama 1 FJA,FSA 2 FRFP 3 GH4e4 01146-8, 01-148-8, GH48-8, GH410-6, GH410-8, GHW6, GH66-8, GH88.6, GH08- 8, GHBI M, GH610-8 4 GLB6A, 0056, GLB5C, GLB5D, GL87A, GL87B, GLB7C, GLB7D 5 GLBT512, GBLT812, GLBT518, GBLT816, GLST520, GBLT020 6 HGLBA,HGLBB,HGLBC,HGLSD 7 HGT-2, HOT-3, HOT-4 8 UFPIOSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.14' to 9-112" and W2 ranging from 3.518" to 7-112" Screwed column caps with WI ranging from 3-1/4" to 9.1/2" and W2 ranging from 3-5(8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plats Glulam Hearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct Inks to all SST approvals Rated below, CLIC K HERE For additional IMormatlon regarding Florida's Statewte Product Approval System And Marro -Dade Canty Ndtk e or Aooeptance INCA). CLICK HER FL#10446-R6 gee iE Product Model. Num bar or Name Product Dissertation 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R, APVB66, APBWR, APB88, AP888R, APB1010, APB101 DR, APVB44, Outdoor Accents Post Bases APVB44R,APV666.APVB66R,APV688,APVB88R,APVB1010,APVB1010R 4 APDJT2-4, APDJT2R-4, APOJT2-6, APDJT2R-e, APVDJT2.4, APVDJT2R-4, APVOJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH48, APHH46R, APHH610. APHH61 OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, AP -TO, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC41 FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 HurricanoTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_50, L50, L70, L90 Angles 21 LCE4 Post Cap 22 L530, LS50, LS70, LSOO Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2812, LSSJ28RZ, LSSJ21OLZ, LSW210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2 1, LSSR2;37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable SbpeablelSkeweble Hanger 26 LTP4, LTPS Tie Plates 27 ML232, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RSCP Roof Boundary Gips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sea it Product Modal, Num bar or Name 1 AHEP 2 DSC21R-SDS3, DSC2L-SOS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1,81, HHRC44, HHRC5.25/3,25, HHRC5.37/3.1Z HHRC66 e HRC181,HRC22 7 LRU26. LRU28, LRU210, LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24. TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC422. THA426. THA422-2, THA426-2 12 THAI1.81/22, THAl2 06122, THAl2.1122, THAI222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2.4-SDS3, THJM2-5SDS3, THJU26, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rOW20 Fa direct Inks to all SST approvals lsted below, CLICK HERE. A LICK HERO_ f tonal Information r ardin Florida's Statewide Product royal tam end Mem-0ada County Notice a Acce farce NO , C or add eg g Approval Sys Y p ( ) FL#10456-R5 ,rgMg Product Modal. Number or Name Product Description 1 8T, BTB, BTH BriokTin 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, C318, MO, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap e DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2.6A, Ha, H8, H7Z, Hid, His$, H16-2, H18.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1 5, HSS2.2•SDS3, HSS2.3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HT830. HTS30C Heavy Twist Strap 13 HTSQI6KTZ, HTSQ2OKTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light TiAW Strop 19 MOT Medium GirderTledown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC6883 Pre-BentSbaps 24 MSTI26, MSTI3e. MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCAWO-16, NCA2x12-16 Bridging 27 RCWB12, RCW614 Wall Bracing 28 RPSIB, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPB, SP8 Stud Plata Tis 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie $2 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST6224, ST6236 Straight Straps 34 TB20, TB27, TB30; TB36, TB42, TB481 Tr354, TB66, TB6D Tension Bridging 35 TWB10, TW812, TWS14 Wall Bracing 36 VGT,VGTR,.VGTL VanablePitch Girder Tlsdawen 37 WBIO6, W8100C, W8128, NB128C; WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.63SDS, HGU5.25SDR HGU5.50-SOS, HGU5.62-SOS, HGU7.00-SOS, HGU7.25- Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5 a0-SDS, HHGU5.62-SDS, HHGU7AOSDS, HHGU7.25-SDS. Light Slopeable/Skewable U Hanger HHGUO,DD-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Truss Clip HHUS7.2511 D Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTV210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS, HUCQ1.81111SDS, HU00210.2-SDS, HUC4210-3SOS, HUCQ310- SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25/9-SOS, HUCQ5.25/11SDS, HUCQ610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12rso/2o20 For drool Inks to all SST approvals Ned below, CLICK HERE. Fa additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA), CLICK H FI, FJ,.7il'1'11468-R5 All x Product Model. Num bar or Name Product Description 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRS6, HRSB, HR512 Strap Ties 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 4 THGBZ THGB3, THGBH2, THGBH3. THGBH4 Joist Hanger 5 THG02-SD83, THGQ3-SD84 5, THGOH2SD63, THGQH3SDS4.5, THGQH4-3DS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL#41473-R5 Sec # Product Model. Num bait or Nama Product Description 1 DETAL2D Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hid, H15S, H18.2, H1e-2S Hurricane Tie 4 HETA12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit con nec ors 7 HHETAI6, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedovvn 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, MFTA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, M9TCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#114WRS egg fj: Product Model. Number or Name Product Descrbtion 1 DTTIZ Dock Tension Tie 2 H012, HD19 Bolted Holdowns 3 HD38, HD5B, HD76, HDOB Bolted Holdowns 4 HTT4, HTTS, HTTS-314 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13fi26-R5 ggg- Product Modal. Number or Norma Product Description 1 SB5Bx24, S8718x24, S81x30 SBAnchor8olts 2 SSTB16, SST820, SSTB24, SST828, SSTB34, SSTB36, SST616L, SST620L, SSTB24L, SSTB Anchor Botts SSTB28L FL#13872-R4 S X Product Model, Num bar or Name 1 CMST12, CMST14, CMSTCI8, CS14, CS16, CS18, CS20, C522 2 HRS6; HRS8, HRS12, FHA6, FHA9, FHAl2, FHAIB. FHA24. FHA30, MSTI26, MST136, MSTI487 MSTI60, MSTI72, S/MST27, S1MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUSH3.25; SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTSIB, LTSIB, LTS20 9 MSTA30, MSTA36, S76215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, STS238 11 MTS12, Ili MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S/81.56, S/81.81, SIB2.1)6, SIB2.37, S/82.50, SIB2.08, SIB3.12, SB3,56, S1B3.62, SIB4.06, SB4.12, SJ84,28, 584.75, SB5.50 13 51BA2.1218, SIBA2.12110: S/BA2.12fl2, S1BA2.12/14, S/BA4.18/8, S/BA4.18/10. S/BA4.18/12, 3YBA4.18/14 14 S/H1A 15 S/HD8S; SIH088, S/HD10S, SIHDIOS, S1HD15S, SIHO159 I6 S1HDU4, S1HDU6, S11-101J9, S1HDU11 17 S1JCT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (IS go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers ovaiabb in widths ranging from 1.9/18" to 3-9118" and heights ranging from 9.118" to 23-15116". Faoe-mount hangers Face -mount hangers available in widths ranging from 1 518" to 7- 3M" and heights ranging from 5-5/16" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-118" and heights ranging from 4-3/4" to 15-&411. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9/16" to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2e20 For direct Inks to all SST approvals Ned below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance INCA), Sj Ir.K Hr aF. 18 SRJBV1.58, S/LSV1.81, S/LBV2.06, SILBV2.37, SILBV2,56, S1LBV2.68, S/LBV3,12, Top Flange Joist Hangers SILBV3.56, S/LBV3.62. S/LBV4.06, S/LBV4,12, SA BV4.28, S/LBV4.76, S/LBV5.50 19 S/LTT20, S/OTT24 S/HTT14, HTT4, HTT5 Holdowns 20 S/MST60, SIMST72 Straps 118 mil 0 0 go) 21 SP4, 5P6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 T8022 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLf113904-R8 Jill Product Modal. Num bar or Name 1 CCQM3.82-SDSHDG, CCOM4.62-SOSHDG, CCQM5,50-SOSHDG, CCTQM3.62-SOSG, CCTQM4 82-SDSG, CCTQM5.50-SOSG, CCCQM3.82-SOSG, CCCQM4.62-SDSG, CCCQM5.5OSDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLCMD3.62G-KT. E-CCLLQMD4.02G-KT, ECCLLQMD5.500-14T, ECCLRQMD3.620-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.5OG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM900 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28.3. LGUM28.4, LGUM210.2, LGUM210-3, LGUM210.4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9 25, MBHA3.12fll.25, MBHA3.56/7.25, MBHA3.561925, MBHA3.56/11.25.. MBHA3.66/11.86, MBHA3.58114, MBHA3.58/18, MBHA3.58/18, MBHA5.50r7.25, MBHA5.50/9.25, MBHA5.50/11 25, MSHA5.W11,58; MBHA550/14, MBHA5.50f18, MSHA5.50118 6 MBHU3,56/9.25, MSHU3.56111.25, MBHU3,58111.88, MBHU3.5el14, MBHU3.56/16, MBHU3.5SMS, MBHUS,SOlg.25, MBHU5.50111.25, MBHU5.60111 98. MSHU5.50114, MBHU5.50/16, MSHU5.50118 FL#13975-R8 Sec # Product Model, Numberor Name 1 SDW22300, SDW22338, SOW22438, SOW22458, SDW22500, SDW22000, SOW22W8, SDW22SU 2 SDW015450: SDVVC15800 3 SDWH1O300DB, SOWH184001)8, SDWH18600DS, SOWHIBBOODB, SDWH181000DB 4 SOWH274000, SOWH27800G, SOWH27800G, SDWH2710DOG, SDWH2712DOG 5 SDWS16212, SOWS16300, SDWS16312, SDWS16400 e SDWS19800, SDWS19712, SDWS224DD,SDWS22500,SDWS22512, SDWS22MO: SDWS22800, SDWS22900, SDWS221000, SOWS221100, SDWS221200, SOWS221500 7 SOWS2230ODB, SOWS22400D8. SDWS225000B; SDWS226000B, SDWS22800DB, SDWS221000DB 8 SOWS22312OBB, SDWS22512OBB 9 SDWS273008S. SOWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, SOWS271000SS, SOWS2712MW 10 SDWV13400 11 STN22 FL#15363-R3 FrOdUatfillodel. Number or Name 1 AS 18. AS 18S5, AS 18S8 2 AS 20HS 3 AS-20 4 ASHP FL#15730-R4 AW Product Model. Number or Name 1 ET -HP 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH 3 POPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDW H TIMBER-H EX H OG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 16 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga, Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchorfor concrete • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Rated below, CLICK HERE. For additional Information radardlno Florida's Statewide Product Aooroval "tam and Mam-Dade 11 HUS, HUSC series hangers 12 IUS series hangers 13 LGU3.25-SDS, LGU383-SDS, LGU5.25-SOS 14 LU24, LU26, LU28, LU210 15 LUC2eZ,LUC2107 10 LUS series hangers 17 MGU3,e3-SOS, MGU6.25-SOS, MGU5.50-SDS, MGU6.62-SDS, MGU7,00-SDS 18 MIU seres hangers 19 MUS26, MUS28 20 SUR,SUL,SURC,SULCseries hangers 21 U series hangers FL#10667-RO Aug Product Model- Num bar or Name 1 BA series hangers 2 DGBF series hangers 3 DGF sari" hangers 4 DGHF series hangers 5 EG5, EG7, EGO series hangers 6 EGO series hangers 7 GLS series hangers 8 G LTV series hangers 9 HIS sores hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 H USTF series hangers 15 HUTF; HUCTF series hangers 16 HWP series hangers 17 HWPH aeries hangers 18 ITS series hangers 19 JS series hangers 20 JBA series hangers 0 W be or Acceptance (NOA), C « O Face -mount hangers available In widtlPnging from I. too to 4C.r CO 9118" and heights ranging from 45/16" to 11". Con flange = W_ 0. version (HUSC) svailablefor models having equal to or w roe .- greater than 3.9116". w -W G gn N Face mount hangers available in widths ranging m I. to I, y N X 518" and heights ranging from g-1 /4" to 16" a y Face -mount hangers Eo Q Face -mount hangers W 1J rp Face -mount hangers Face -mount hangers available in widths ranging from 1- to 44* P S/8" and heights ranging from 3" to 10-15/16" cp a• Face -mount hangersEL Face -mount hangers available In widths ranging from 1-9116" to 5- c E 118" and heights ranging from 6-15118" to 19 1r2'. a u Face -mount hangers o Skewed face -mount hangers available in widths ranging from 1- "-'- 9/18" to 3.9/16" and heights ranging from 3-1118" to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed, Face -mount hangers available in widths ranging from 1.9116" Io 6" and heights ranging from 2-518" tc 11.1141, Product Description Top flange hangers available in widths ranging from 1.9/18" W 7- 1/8" and heights ranging from 7.118" to 30'. Top flange hangers available In widths ranging from 3-516 c, 7- 1/8" and heights ranging from P-1/4" to 24". Top flange hangers available in widths ranging from 1-1W to 3- 5/8" and heights ranging from 7-114" to 24". Top flange hangers available m widths ranging from 1.314" to 3- 5/8" and heights ranging from 9.1/4" to 24", Top flange hangers available in wfdthe ranging from 5-114" to 8- 7/8" and heights ranging from 11" to 32-117 Top flange hangers available in widths ranging from 3.58" l0 7- 114" and heights ranging from 11-114" to 37'. Soddle.hangers available in widths ranging from 3-1/4" to 8-71&' and heights ranging from 8-1/2" to 28". Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. Top flange hangers available in vAtift ranging from 1-0116" to 7- 1/2" and heights ranging from 8" to 301 Saddle hangers available In widths ranging from 5-1/4" to 8-713' and heights ranging from 10-112" to 28". Top flange hangers available in widths ranging from 3-1/4" to 5- 7/8" and heights ranging from 7-IrZ'to 37' Top Flange hangers available in widths ranging from 3-t14" to 7- 1/8" and heights ranging from 14 o 33" Top flange hangers available in widths ranging from 2-5116" to 3- 9118" and heights ranging from 18" to 26' Top flangejoot hangers available in widths ranging from 3.1/8"to 3.9118" and heights ranging from 5.3/8" to 13.118". Top flange hangers available in widths ranging from 1-9116"Ito 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 5.3/8" to 26' Top flange hangers available In widths ranging from 1,9118" to 7- 1/2" and heights ranging from 5-316'to 32', Top flange hangers available In widths ranging from 1-9118" to 3- 518" and heights ranging from 9.1/8" to 16' Top flange hangers available In width of 1.9116" and heights ranging from 5.3M" to7.14'. Top flange hangers available in width of 1-9116" and heights ranging from 9.3/18" m 13.118" EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3WN20 For dkeot Inks to all SST approvals listed below, CLICK HERE F lean I information r odor Florida's Statewide Product Approval System and Mom -Dade Ceun Notice d Acceptance INCA), CLICK HERE. For add asg p App ys ty P ( A) 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2.4SS, S'T82.8SS) Strong -Bch 2 Wedge Anchor for concrete available in carbon Mel and Types 304 and 316stalniess steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS") Tien HO Heavy Duty Screw Anchor for concrete and masonry available- with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R6 Sec If Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST62) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HOSS, THD-CSBSS) 7 Titan Turbo (TNT) FL#16937-R3 sea x Product Modal. Numbeiror Name 1 X3481016.5K,X1S1016,X1B10184K,XQIS1016,X0161016.41K 2 XL01I4T1224,XLQ114BI224.2K 3 XMQ114131224. XM011461224-2K 4 XQ1I4S1224, XQ11481224-2.5K X114S1224, XQ112SI224, X011281224-2K 6 XU34SI016, XU34BI016-5K FL#35320-Ro &sit # Product Model, Number or Name 1 DSSCB43.5, DSSCB46, OSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47 5, FC849.5, FCB411,5 3 FPHS034S101e,FPHSD34B1016,FPHSD34B1018-5K.FPHSD34S1214, FPHSD34B1214, FPHSD34B1214.5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2,25, SFC4,25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2 25, SSC4 25, SSC6.25, MSSC2.25, Ivil 25, MSSC6.25, MSSC4.2514W, M660626KW 6 RCKW3, RCKW55, RCKW7.5, RCKW3S, RCKW5.5S 7 SC643.5, SCB45.5, SCB47.5, SCS49.5, SCS411,5, MSCB45.5, MSCS47.5 8 SCS32.5197, SCS62-5/97, SCS62.5/118, SCS82.5/118 9 SCW3.25, SCW5.5 10 SJC826, SJC10.25, MSJC8.25, MSJC10.25 11 SS93.518 12 XLSH34B1414,XLSH78B1414 13 XQiS1016, XOIB1016-4K, XQIS1214. XOIB1214.3.5K, X078S1224, X078BI224-3K, XQI14S1224, X0114B1224-2.5K, X0112S1224, X011261224-2K, X348101 a-5K, X1S1016, X113101e-4K, X1S1214, X1B1214.3.51< Product Description AT-XP High -Strength Acrylic Adhesive forconcrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bola 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description 410-16 Strong -Drive X Metal $off -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Stews with #6 Drill Point and Large Demeter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Chill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point 0110.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws wide #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Focod-Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sect Drilling. Tapping Screws $teel Framing Connector Stool Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Well Slide -Clip Connector Steel Joist Connectrors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Onve XLSH Shouldered Self -Drilling, Tapping Screws #10-18, #12.14, and #12-24 Strong -Drive X Metal SeR-Drilling, Tapping Screws "e--a N N C .0) CO v "O C C = O CU O Ca (n O _O O O Ca U_ O .� O Q CIO �Q C .� r_6^0 VJ Q Q Q Z Z W J E �J z U) ICU � L CL 0 Q 0 O L CL U CV m 0- O L CIO W W Z Z Z Q J i2 SHEET N0. PA 1.3 MIAM AnA I-D&DECOUNW %Wwm� PRODUCTCON=OL SEMON 11905 SW 26 SreeL Room !08 DEPJ4RTMVff OF REGUILATORYAND ECONORMC RESOURCES (AM) Munit Florkla 33175-2474 BOARD AND CODE ADAIMSTRATIONDNMD-14 T(786)3155-2590 FOU)J15-2590 NOTICE OF ACCEYr-CNCT CNTOA) wwwinismad"e-efflecosionv PGT Industries, Inc. 1070 Technology Drive, North Venice. FL 3427 5 SCOPE: ThisNOA is being issued under the apphcablemles andregula&w governing the use of coustructionmaterials.Tbe documentation submitted has beenreviewed and accepted byMiami-Dade CountyRER -Ptoduct Control Section to be wed in NEamil)a& County nd otbetucaswhere dbwedbylhe AuthotityHovingluti%kction (AHJ). This NOA shallnot be valid afterthe expmdondate statedbelow. The Miami -Dade CountyProduct Control Sectice (In MiamiDade County) an&ortheAHY(mamsolherthenNfiamiDadeC*unty) reserve the nght to have thi� product or matenal te-stedfbr quality assuranceputposes. If this product of material fails to pezfcrmw the accepted manner. the m a cturer wilt incur theexpense of such testing andthe ARI may immediatelyrevoke, mo dify- or Suspend the use of such product or materW within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined byMamt-Dade CountyPwduct Control Sectionthat this product or material fails to mee the nVurements of the applicablee building code - This product is approtred asdescribed hezein andhas been designed to comply with the Florida BuAding Code. including the ffigh Velocity Hurricane Zone. DESCMIPTION: Series 761770" Vinyl SfidWg Gla,ss Door (Reinforced) w,,'%-o 901 & 13.45-9 corneTs-L-ALL AITROVAL DOC !LTMIEN.-T- Drawing No. MD-5.470.0 Rev R, fitled "Vtnyl Sliding Glass Door NOA (LIvol' - sbem I through 2 1 of 2 1. prepared by manuf ed Ll , igped and sealed y actum, dated loto)i 5 and lastrevis on0?J01 I s by A- Lym Nfiller. P.E.. beanng the Nfiami-Dade CountyProduct Control Re%ision stamp with the Notice of Acceptance number and expiration date by the Mami-Dade County Product Control Sechon. MISSILE IMPACT RATING, Large a nd Small Missile Impact Resistant Unlitations: I � See table, I (sheet2) and table 2 (sheet D for apphcable SGD unit wzes, design presswes- reinforcements types. glass types, sill riser (set tables B-1 & 3-2. sheeu 7-8) and anchor layout sheets requLrements in 11 thra 16. .2. Rigid White PVC, Tan (Non -white) Rigid PVC andErown coated (Painted or lamin ted) white Rigid PVC to be labeled perreferenced NOXsrequiremeats. 3. Egress "able doors must comply with min clear width or height per FBC requiument as appliuble. 4. Pocket walls under separate approval. to be revieuvd by Building official LABELING: Each unit shall bear a pennanent label with the manufactuter's na- or logo. city. state and series and following statement- 'Mami-Dade County Ptoduc t Control Approved", noted herein. RENEWAL of this NOA -,hall be considered after a renm421 apphcatim has been filed and there has beenno change in the appticable buddiing codenegatively affecting the performamce ofthis product TERAIV�AIION ofthis NOA will occur after the expira tion date or if thete has been a mision or change ia the matenals, use. andlor mamifacture ofthe product orprocess. Misuse ofthis NOA as an endorseme,& of any product, for sales. acherfising or any olberpuqmses shag autonjafic allyterminate this NOA. Fadure to complywith any section of this NOA shallbe cause for *rmination and mnDval ofNOA. ADVERTLSEIMENNT. The N OA nuakw preceded b y thewo r ds Miami -Da de County- Flonda, and fo llowed by th e expiration date maybe displayed in advwfisingliterature- If anyportiouof the NOAis displayed, then it shall be done in its entirety- LN SPECMUN: A copy of this entireNOA &W be proidded to the user by the m2nufactuier or its distributors and shall be available for inspection at thejobute at die reqtwst of the Huil&qg Official. This NOA revises & rtnews NOA 920-0429.05 and consists of this page I and e-.idewe pages E- 1. E-2 - E-3. E-4. E-5 & E-6 as well as approval document mentioned above. The submitted docimmaiation was reviewed by Ishaq I Cha uda. P.E. N10A 11N10. 21-OZO-1.03 Expiration D2t*t April 14,2026 Approval D*t*-Xlarch !.,-, 2D'.1 7 Pago I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB11ITTED 2. E-vidence SubmWed under pmious submittal A. DRAN%TNGS 1. Dnwing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA W-. sheets I tbrough 21 of 2 1, prepared by manufacturer. dated 10-05! 15 and last mised on 04,122/20, signed and wW by A- Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) .4k Infiftration Test, per FBC, TAS 202-94 2) Uniform Static Air Preswo 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) C�ychc 19�lmd Pressure Loadingper FBC. TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsid 791 and Dows1l 983 silicones. prepared by Fenestration Testing Laborato m. Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09�03/14 FTL-20-.1.7107.1, PGT SGD780 Aluti-imm Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2. PGT CA740 Alum Outswing Casement Window (unit &=,proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) andFTL-20-2107.4. PGT PW7620A Alumitrum Fixed Window (unit 10 in proposal) dated 07j13 �M, all signed and sealed by Idalmis Ortega. P-E. C. CALCULATIONS I Anchor verificaton calculations and structural analysis. complying with FBC 71k Edition (202q� dated 04,2120, prepared by manufacturff- signed and sealed by Anthony Lym Nfiller� P_E� Glazi4 complies with ASTM E 1300-04. -09, -12 and -16. D. QUALITY, ASSU-RXNCE Miaini-D3de Department of Regulatory and Economic Resources (RER). E. 3LXTERIAL CERMCATIONS 1. Notice of Acceptance No- 19-0305.02 issued to Kuraray America, Inc. for dwir "Trosifolt, Ultraclear, Clear, and Color PVB Class laterlavers7. expiring on 07/0&24. 2. Notice of Acceptance No. 17-080:8.02 issued to Kuraray America, Inc. fortheir "SeattTGlast, (Clear and AAWte) Glass 1nt#rlaytq-s7'_ expiring on OPO4/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extiusions, Linaked for- their "Brown Coated (Painteil or Laminated), Ulike Rigid PVC Exorior Extrusions for Windows and Doors�', expiring on 093K4, 4. Notice of Acceptance No. 18-1106.11 ismed to Vision Extiusions Limited for their series "VE 1000 Tan 202 and lighter shades (_N'oj&-N%`hke) Rigid Cellular PVC Exterior Extrtisions for Al'indows and Doors", expiring on 11,29/211. 1 Iskaq L 0mada, P.E. Product Control Unit Superriier NOA No. 11-0205.03 Expiration Date., April 14,2026 Approval Daw.- March 21t, 20 21 E 4 c" CIQ C= PGT Industries. Tue. PGT Industries, Inc, NOTICE OF ACCEPTXNCE: EXIDENCE StTB.WTTED ?GTIndustries.1ac. NOTICE OF ACCEPTMNCE: EX-MENCE SUBA111 TED, NOTICE OFAC CEPTANCE: EVIDENCE SITBNffTTIED M 6 t- cm D. QUALITY ASSURANCE 1. Evidence submitted under preNious INOA B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ X. A. DR.4ANTiGS I Manffacturets, die drawings and sections. 5. Test report on 1) Air Iufiltration Test, per FBC, TAS 20-1-94 CERTIFICATION'S ":r (Submined underAWA.Ye. 11-0107.04) -1) Uniform Static Air Paw= Test, per FBC. TAS 202-94 E. MATERL41, r= DraivingNo.'-%M-5570.0.titled'TinvISkdingGL-wDoofNOA(UV', sheets I 3) Water Resistance Test, per FBC. TAS 202-94. 1. Notice of Acceptance No. V"523.14 ismed to Vision Extrusion Limited t -fr f through 21 of 2 1 , prepared by manuficturer, dated 10,105/15, with revision A dated 4) Lag Missile Impact Test per FBC, TAS 201-94 d /15 ""'kite Rigid PVC Exterior Eurtisions; for Windows and Doors-. dated /15. 2! 3C 04YO5117, signed and sealed by A. L�mn Miller, P.E. 5) Cyclic Wind Premue Loaditigper FBC, TAS 203-94 expii�g on 0930149. for No. 164920.08 isssued Vision Extrusion Linited for 6) Forced Entry Test, per FBC. TAS 202-94 Notice of Acceptance to 1 CL B. TESTS along with marted-up drawings and tastallation diagram of %rinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades fNion-White) Rigid PVC Exterior Extrusions r E 1, Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No. FTL 8549- aated 11 06,45, signed and WUdows and Doors". dated 12/08e, 16, expiring on 12.29,Q 1. 2) Large Missile Impact Test per FBC. TAS 20 I-N sealed by Idalmis Ortega, P. E_ (rest repat revised on 12/04� 15 and 02� 1 V 16) 3- Notice of Acceptance No. 1."528.15 issiied to Vision F-vtnision Liinited for their 3) Cyclic Wind Pfesme Loadingper FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior ExtRusions for along with mated -up drawings and inst�tion diagram of vmyl sliding glass door. prepared 2) Uniform Static Air Presme Test� per FBC. TAS 202-94 Windows and Doors", dated 08,13115, expiring on 09,130,19. by Fenestration Testing Lab, Inc.- Test Report No. FTL 1717, dated 110 T1 5, signed and 3) Water Resistance Test, per FBC, TAS 202-94. ation Solutions USA, 4� Notice of Acceptance No. 1"712.02 issued to ENERGI Feriestr sealed by Idalinis Ortega, P. E. (Test report revised on 02!15116 and 02V2446) 4) Large Missile Impact Test per FBC. TAS M21 -94 Inc. for them "TAN 3040 and Lighter Shad*s (NonWhit�) Rigid PVCExteflor 2 . Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Presnue Loadingpff FBC, TAS 203-94 Extrusions for Windows and Doors" dated 094546, expiring on 02104e2l. 2) Uniform. Static Air Presore Test, per FBC. TAS 202-94 along with marked -up drawings and mstallation diagram of vinyl sliding glus, door, prepared 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Sohitiow USA, 3) Water Resistance Test, per FBC, TAS 202-94. by Fenestration Testing Lab.. Inc., Test Report No. FTL 8552, dated 1-1,04115, signed and Inc- for th& "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior 4) Lim-ge Missile Imp;act Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E_ (rest report revised on 02/15�n..016) Extrusions for Windows and Doors" dated 09/15 116- expiring on 04-116;'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 is ued to ENERGI Feriestration Sohitions USA, 6. Notice of Acceptance No. 16-0712.03 s 6) F�rced Entry Teo, per FBC, TAS 20244 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "INFlike Rigid PVC Exterior Emusions for Windows and Doors" dated along withmarked-up dmvings and installation diagram of vmyl sliding glass dom pmpared 3) Cyclic Wind Pirsswe Loading per FBC. TAS 203-94 08,110,117, espiring on 0128.118. by Fenestration. Testins � Lab, Inc., Test Report No. TTL 81546- dated 11106115, signed and along uith maked-up drawings and installation diagram of .*vl sliding gkss door, prepared T Test reports No(s). 10-002-792(A), 10-064MO5 2 7. 535 753-09. per ASTNIE-94, sealed by Idalmis Ortega, R E. (Test report aTised on 0 1 �04/16 and 02� 11,2016) by Fenestration Testing Lab, Inc.. Test Report No. FTL 609 (sarriples A-1 thru A-22), dated AS17V1D 1929 and ASTMD-63 5. issiied by EXOVA to Vision Extru:sion for celliflosic 3. Test report an 1) Air Infiltration Test, per FBC. TAS 202-94 11.19,40, signed and sealed b�r Jorge A. Causo. P. E . eSubmifted underIVOL-1 A'a 11- composite material. I-) unffofln Static 4k Press= Test� per FBC, TAS 202-94 91071 04) (Submilled under.-V0.4.-Yo. 11-0107,04) 3) Water Resistance Test- per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS202-94 S. Notice ofAcceptance No. 14-0916.11 isswd to Kuracay Amefica.. Inc. for their 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "SentryGlast (Clear and White) Interlaver". expiring on OT041 8. 5) Cyclic Wind Prmsure Loading per FBC- TAS -103-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No. 16-1117, 01 issued to Kinway America. Inc. for theit, 6) Forced Entry Test- , per FBC, TAS 202-94 4) Large Missile Inipact Test per FBC, TAS 201-94 -Trosifoll "traclear, Clear and Color PN 7B InterlaversT. , expiring on 070,19. along with marked -up drawitigs and msWlatioa diagram of vmyl sliding glass door, prepared 5) Cychc Wwd Pressure Loadmgper FBC, TAS 203-94 by Fewstratim Testing Lab., Inc.- Test Report No- FTL 81.547, daled 12/04115, signed and 6) Forced Entry Test. per FB C, TAS 202-94 F. STArE_AKN'TS seakd by Idalmis Ortega, P. E. (17est report revised on 023 5/16) along with marked -up drawings and itistallation. diagram of virryl sliding glass door, prepared L Statement letter of conformance with FBC--';th Edition (2014) and FB C-0 Edition 4. Test report an I)Air Infiltration Test, per FBC, TAS 202-94 by Fenestration TiVing Lab. Inc. Test Report No- IFTL 6337 (samples A- I thru A-5X dated (201-71 iss �- by manufacturer, dated OV1447, signed & sealed by LyniiMiller. P�E_ 2) Uniform Static Air Presom Test- per FBC_ TAS 202-94 121,06 .10. signed and sealed by Jorge A- Causo. P. E. (Submifted u7#der.V0AA"e. 11- 1 Statement letter of no financial interest. dated 04,01 &17, issued by manufachm. signed 3) Water Rrsistance Test, per FBC, TAS 202-94 0107.09) & SC21ed ky Lynn Miller. P-E. 4) Lxge Nfissfle Impac Teo per FBC. TAS 201-94 3. Letter of lab compliatice. part of the above test reports. -5 Cyclic Wind Presswe Loading per FBC_ TAS 203-94 C'. CALCULATIONS 4, REK Test Proposal No. 17-0387. dated 05�1051117.. signed by Ishaq Chanda. RE. 6) Forced Entry Test, per.FBC, TAS 202-94 1- Anchor verification cakulatious and structural analysis, complying with FBC-2014, along with marked -up drawings and =211ation diagram of vinyl Sliding glass door. prepared by Fenestration Testing Labr Inc., Test Report No. . FTL &SU.. dated 1104i'l 5, signed and prepared by PGT, dated 12,09/1 5and last revised on 02,115/16- sig�ned and sealed by Antlimy L NWer, RE. (Submifted ander.YOA Xe. 15-1'210. Oil). G. OTHER 1. Notice of Acceptance No. 15-1210M. isstied to PGT Industries, for their Series sealed by Idalniis Ortega, P. E. (Test report revised on OV0416 and 0111116). 2., Gluing complies, witb ASTME-1300-09- "5570a770-" Vinyl Sliding Glass Door (Reinforced) -L.111", cqming on 04114,21- lAaq L (Ikaj&, PJE, ISh2q 1. CURdS, P1. IA. q I. a"d., PE, Product Control tnit SuporTisor Product Control Vait Supordsor Product Control Unit Snp*rsisar T%0A -No. 21-0209.03 NO.A. N'01 !1_0120.03 NOA No. 11-420.9.03 ExpirationDaw. AprH14,2026 Expiration Datot April 14,2026 Expiration Date: Aprill.4,2026 Approval Date- Marcla 25. Q! I Approval Nte: N12rck 26,2021 Approval Dste: MarclL 2.9,2021 _21 1-3 CGI Windows and Doors, Inc. NOTICE OF _kCCEPTAINCE: EVIDENCE SUBMITTED E. KATERLUL CERTMCATIONS (continue) 5. Quanex Part Suner Sgacer Standard complying with ASIM C518 Thermal Conductivity 0.99 1 DIU-i[L-1 hr. -ft'_9F1 ASTM F 12249 MArTR-Pass, ASTM D3985 Oxygen -Pass, ASTM E 2190 I.G-Durability-NoFog-Pass. (Stibniftied underpreslous.YOAX& 15-0409.05) 61 Quaaex Pat Durase complying with ASIM C-518. Thenrial Conductivity 2.22 BTU-in� hr_-ftl�-'F, ASTM F 1249 WVTRP2ss_ ASTM D 1434.4.rgon Pernicance-Pass, ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -201F in 48 hrs. (Submi Wd an der N 0-4 IV& 1 5-040P. 05). 7- Vision Extrusions- Ltd- Parts compbring with PVC-AANIA 303-13, Vokintary Specification for Rigid Polyvinyl Chloride (PVC) Extewr Profiles for Vision Extnisions, &d.-VEX-1 by AANLA Fenestration Exterior Profile Certification Program. (SvbMifted nnder.N0.4JNo. 15- 0409.#S) 9- Vision Emmsions, Ltd- Puts complying with RTC-AAK4,303-13- fSubmi bred ander XOAX& 15-0409. 9S) 9. PVC-AAMA 303-13, Voluritary Specification for Rigid Polyvinyl Cb1oride (PVC) Exterior Profiles for Vision Ddrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program- 10. Notice of Acceptance No. 18-1217.14 intied to Energi Fenestration Solittion, USA. Inc. for their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Litrusions for Windows and Doors", vqkiing on 02/04,!2l. 11. Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, USA- Inc, for flx�r senies -*Mldte Rigid PVC Exterior Extrusions for Windowswd Doors7_ expiring on 02,2,8,123. 12- Notice of Acceptance No 2"203-03 isaied to Energi Fenestration Solution, USA, Inc- for their "Bronze & hot shade cap coated White Ried PVC Exrerfor Extritsions for Windows and Doors-, expiring on 0416,125- F. STATEMENTS 1. Statement letter of cotiftmiance to FBC 7a, Edidon (2020), dated 0+22-n.0. issued by manufactuiw. sim gaed and sealed by.Awhony Lynn Miller, P_E� 2. Statement letter of no finiaticial interest and of independent, issued by mant;facturer. dated 044 81-10, s�gned and sealed by Anthony Lynn. Miller, P.E. 3. Private Labeling Agreement doctimeiit between PGT. dated 03.3045 and signed by all involved parties. G. OTHERS 1. Ibis NOA re,%ises N0A# 17-0420.06 (PVT w�CGI) and updates to rBC2020 (-Ph Edition), expiring 0402 1,12 1 - 2. RER Test proposals #19-1155 dated 01,110P20 approved by IshaqI. Chanda. P1. expiring 04i44!2L E-S Ishaq L Chanda, P.E. Produtt C outmol Usk Suparvisor NOA No. 21-OZOS-03 Expiration Date. April 14,2016 Approval D-a fe: ALarrh 25, !021 PGT Industries, Inc. NOT11CIE OF ACCTPTLNCIE: EVIDENCE SURMITrE 3. New EAdence Submitted A. DRA"TiGS 1. Drawing No. AID-5570.0 Rev B, titled *Vinyl Sliding Glass Door NOA (LMY. sheds I tbrough 21 of 2 1, prepmed by mamifactunT, d ated 10.,105115 and Lwq revised on OM I �'.) I signed and sealed by A- Lynn Miller, P.E. Note This revision consists replacement of same existing mstallation. screw with flat head- B. TESTS 1. None. C. CALCMATIONS L None- D. QUALITY A SSITRAN CE 1. Mini -Dade Department of Regubtoty and Economic Resources (RER). E, KXTERIAL CERTIFICATION'S 1. Notice of Acceptance No. 19-0305.02 ismed to Kuraray America, Inc. for their "Trosifolt, Ultraclear, Clear, and Color PVB Glass Interhyers-, expiring on 07,108..24- 2. Notice of Acceptance Nso. 17-0808.02 issued toKat-aray America, Inc. for their 'Senti-t-Glast, (Clear and UUe) Glass Inteflayeii"_ expuitig on 07104,23- 3. Notice of Acceptance No. 194106.10 issued to Vision Fxtrusious Limited for tb& "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Emwasious for Windows and Doors". expiring on 0913&'24. 4. Notice ofAcceptance No. 18-1106.11 issued toVision Extrusions Limited for their series "'VE 1000 Tan 202 and lighter shades ffou-N%like) Rigid Cellular PVC Exterior EamsioKs for Windows and Doors7, expiring on 12)29�2 1. F. STATF_Nff=S L Statemmt letter of conformance to FBC 76 Ediden, (2020). dated 02,01,21. issued by manufacturer. signed and sealed by Anthony L)mn Miller, P-E. 2- Private Labeling Agreement dated 03,09'21 between PGT Industries, Inc. and CGI Windows and Doors Itic., signed tiy Dean M. Ruark, P.E.. V.P. Engineering. on behalf of both companies. G. OTHERS 1- This NOA revises & renews NOA# 20-042.9.05- (PLA w/CGI), expiring 04.14,2& 2. '1he cturent associated PLA. CGI file #21-0205.01. expiring 04/141.1.6. 1 -6 Ishaq L C'hands. P.E. Product Control Us* Superrisor NOA No. 21-0209.03 Expiration Daw April 14,2026 Approval Date- March 15,2 .021 Cf) -0 -Cu > =3 CL -0 2 a- CU Cl- CU -cu Cn a 0-2 0 U_ CU 0 = CU ,- 0 CU > .w -0 0 E " 2 C_ .W (n CU '10-2 CU -b-0 F- -0 a Cl) W mi Cn E =3 Z -*aaaaa 0 =3 aa`10 0 L. U) CU 0 L_ 0 _0 0 a) W CU M F_ L_ CU LU Z Z 0- SHEET NO. PA 1.4 March 6, 2023 MIAM�MADE MIAMi-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, 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.Qov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A.HJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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 1 through 3 of 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, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. #`,, ,%� �,�. NOA No. 20-0630.15 &HIM"Mom /7 !�' Expiration Date: 09/11/2023 oRAV / 1 Za Z a Approval Date: 08/20/2020 Page I N N Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC r` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED z CD ' "' = U N 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 �° a A. DRAWINGS A. DRAWINGS A. DRAWINGS In � N 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 � w � 7C prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ", "Lintel 3, by 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. �� " 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4' , 6 & 12 -Crete 4 6" cPr 12 Safe Load Tables'; sheets 1 through 3 of prepared LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables`, sheets I through 3 of 3, last revision dated 061121 all d .3 CraigParrino, P.E., dated March 24, 2003, last revision #1 dated A ril 28, 2003 both p through 3 of 3, prepared by Craig Parrino, Y.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. d a drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on = ; o B. TESTS March 22, 2012. B. TESTS 1. Test report on,Jlexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. o " Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, sealed by Christophe.r.4. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Parrino, P.E., signed and sealed by Craig Parrino, P. F. 1. $y 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 Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER 1. Quality,�ustem Manual./or Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and .sealed by Craig 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. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'.. sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS B. TESTS 1. None. 1. ''None• C. CALCULATIONS D. QUALITY ASSURANCE C. CALCULATIONS 1None. . 1. By Miami -Dade County Department of Regulatory and Economic Resources ('RER)_ 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. filmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. C elmy A. Makar, P.E., M.S. Pro net Control Section Supervisor Pro(ruet Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 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 E-1 E-2 E-3 O N 0 � O- O 0 c .CM CU U z) .� o- C n CD C 23 CU O CCn O = 0 Q O O Li.. CU .� �/� C/) Q Q Q z z W J 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 U) 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 Milami-Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER U) 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- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- � A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. lL LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -6-a revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on CU January 22, 2019. B. TESTS O 1. None. C. CALCULATIONS 1. None. M D. QUALITY ASSURANCE m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Article of Conversion for a name change. O(� L� w � ^ Q e my A. Makar, P.E., M.S. Helm A. Makar, P.E., M.S. y Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J a E-4 E-5 - March 6, 2023 SHEET N0. PA 1.5 TI iL ECO I►yc. TILLiT TESTING & ENGINEERING COMPANY --^ --_ WAITRRA.'ITILLITR.,P.6. — TtdtcGO�IWI.COm EL i,.LRAtIw Sri. N167 PI. C A L.,-M. 0iXM,19 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Ponel3 PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protecftri ProillW3 LLC. 4600 S.W. 51 Street Davie, Florda33314 I. P.URP-0SE_DEEV_ALUATiON: This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (Systern ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2,_EVIDEKC- SU6MiTTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D,); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 u` 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020, This drawing Is an integral part 4Qhls Evaluation Report. ; \,� A T��Fn,,,i `": - �C EN ,, ltr'�, s _ No 44167 r.v* = ;*- 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P•9ris/1,IIPt1 ,a1i P_RORUC'L 1 VALLATIQIYBFP(?itll/t1 2VAt23bD1 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05i1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4. 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13. 2009, signed and sealed by Frank Grate P.E. 2.3, STRUCTURAL ENGIN EERIy_Q_GALCC ILATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and it accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco. Inc, dated 11103/08 and 03112/15, signed and seated by Walter A. Tillit, Jr., P.E. $,..M1SSll,E IMPACT RESISTANCE, Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol 4. WIND LOADS RESISTANU..; 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P F.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document iIRE.D.), drawing No. 20.176. 5.1NSLALLAT_ION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Documen' (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be a indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. "I"a4��,�A1n..I11��%"1/ 4 r �Q. '' ,N G N SE . t:7 0.44167 = -� ;7�__� *1 �/ �, zle- STATE OF . or;''• FIOR113 .`- -`a• "', SICA ,-,�``, NrnnuaM,F -- --------------- I QFNFRA1 NOT 5: 93) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCQ OR WOW Boons GE FOUND ON INE CRUD FOR 20. ,(NEE_rALWEIM 0ZIT STnRM B01" EXISTNG WAIL, ANCHORS SHALL BE LONG ENOUGH TO RLACI, THE MAN STRUCTURE BEIRNO SUCH PANEL', , STORI, PANEL SHOWN ON THIS PRWUCT LVM.,A1014 DOCUMENT IPED) HAS SCEN VERINICD FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED W 6.1) AND IN fit) ACCORDANCE Firm THE 7o2o (711, EDITION) OF THE FLORIDA aIJRbING CODE. (0 IQ_EAIS(BNr..9L00D Mk SKC1IF)C.LP61SEY_. eoo=.1JBNr - 1/4•A TAPCON ANCHORS. AS MANUFACTURED BY I1 W 6uRMX. INC DESIGN 'MHO LOADS SHAPE. DETER OIF CODE, _ PER SECTION 16200E THE TIERS PANEMATE FEMALE IU PANELAMTY PLUS UI THE IN itt -10 ANO ANCHORS. AS MANUFACTURED Ve ELCo CO"$TNUCIlON PRODUCTS FOR A WI 1E SPEED AS REONRCD OY THE NG ASC 7- 6 AND TR3E NUT SHUTTERS wAl Eif INSTALLED D AND R AI FORA NdATED USING T-16 AND SHALL4.1NUT EXClEO IMf MMMUM (ASD) 1/4•. LAC SCREWS, PER ND.S FAGS PRESSURE RA - Tl18'r r 5 b' WWO B()sHMG DISTRIBUTED U NI IIOIM 7 DE•,J(:Ir PRESSURE PRONGS MdCA1F0 ON SNEF I5 / tNRU 12, 14. 1n. +e, +9 • IU. / AT 0 D SFR[Yt BOLT At SPECIALTY CO. I IS I IN R rY ORDER 10 YEAR ENE ABOVE o0N0,t10N. 1AnMA F ENSILE%', WIhO LOADS DETERMINED PER ASCE 7-16 C 1) MINIMUM IWICADEO PE'Nn PATInk RHO Fiona CN TAPCON ANCHORS SHALL UE 1 llr AND 2' FEW FLCO PANELMAR PWS 114ALE SHALLBE rILIST REDUCED TO A.5.0 W'.S1CN WIND LOADS BY MULTIPLYOW THEM BY 0.6 IN ORDER m +ND PANEINI In COMPARE 021 W/ MAX (ASD) DESIGN PRrSSVNf RATINGS, PFIXATED ON SHEETS 7 ONRU 17. 14. +5. NIT, 19 • 70 7) M RwRA iN OF LAG Sl3FEw, WOOD IIMMIC 1IMIT SNALL ' 1/7•. NO THREADED L THAT AS OL ON IN PC.O AS TESTED WERE NOT UVEIR STRESSED. A S EN DETERMINED IN ALLOWARf PENETRATION win Stucco SHNI BE CAMVOER[D AS PART p 11E PEW4RD rNRPADrD PENEIRAnON INTO STUPENICCO SHAH AS AR ED S r,(OEPI TO WIND STTESa rUR WINO LOWS WAS YDr_ USED M THEW AIWIYSs rASIL1NCA5 SPACING. 10 WOOD HAS BEEN DFTERWNED IN AccoRLVINCr WITH NX) S. 2018. C 3) MINIMUM EDGE DISTANCE of LAG 5CREW3, INTO WOOD SIIA_ RE AS INDICATED IN THIS UPEMPI STORM PANEL'S ADEQUACY FOR IWACT AND WIND K''SISTANCC INS BEEN VERRIED N ACCORDANCE WITH SECTION 1626 Of ABOVE MENTIONED CODE AS PER HIRetlCANI ENGINEERING A TESTING INC. REPORTS 96-669. 96. 57D • 96-T30 AND S L. •) MINIMUM PCNRMiON OF WOOD RUSHING SEAL BE S/e' li•• •-:N1 [RtWi USED S1W1 K + 1/2* LUNG MINIMUM IFEHESTRAIION TESTING LAB WC.. OVORIS 12032 • 1A126 . AS PROTOCOLS TAS-201, IAS-202 AND TAT-203 SHOULD STUCCO lots*. AND 1• MINIMUM FOR WALLS, WHIN No sluC.-A7 AS WELL AS AMCKk% TEST LAB Or SOUTH FL(MIDA REPORT 10219.01-09, AS PER TAS 201, ITS 207 AND TAS 7o3 SYANIDS. DNC5) IN CASE THAI PRECAST SMUM[, OR PRECAST CONCRETE PAWLS- STUCCO OR w000 BOARDS K roHMO ON THE LYISIMO WAIL. ANCHORS SNAIL K LONG ENOUGH FO WACH THE MAN `.TRUCTURr BEHIND SUCH PANELS EX 2 AA( ALUMINUM /WVOFIS ,O K 6063-t6 HELOT AID TEMPER. (UNLESS OTHERWISE NOTED) SEE 3HEn 2 ANCHORAGE SHALL BE AS MENTIONED IN CI) C2) A C4) 1 ALL ALUMINUM SHEET ME (At USED AT CLOSURES SWILL HAVE 3103-H14 ALLOY (0) ANCHORS SHALL BE INSTALLED rOuAAWNG ALL OF ENE RECMMENDATION$ AND SPECIFICATYAVS CW THE ANCHOR'S MANUFACTURER S P M • ALL TEt1 STEE METAL LUTES SNAIL HAVE (AFTER R O,JAUT STEEL. ASTM A-653 utAOl 50 WNI U4 G-ITC SR a PANELS WY ALSO K HORIZONTALLY MSUUATION DETAILS SHOWN al SEL'npl 3 INNDHGH 10 (SHEETS CJ,I.YAN17F0 $ItCI. CESONATON W/n'- >a 5 b, (AFTER aa1[DJ AT HEAD IIIRd/IIt 6j nICEP, *NAG HEADERS (t: • (,� S1Nu Ax1I B[ USf.O. CIP 9IU NET 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR Ste AN SERIES OR CORROSION RESISTANT CARTED CARBON STEEL AS POI 9. R SHALL GE THE RESPONSIBILITY OF TFNC CONTRACTOR 10 V(.MIT TAN[ SOUNON65 OF IN[ SIPUCTVRt WHERE SHORTIE LS In K STRENGTH 'ill N 18 W 50 1d { AND Y W FT I U 300 YID PNG 90 EN TENSILE STREKK, A SHALL COME. ORltM e1JlDIHC C / / OOC SECTION 7.+I.344 ATTACHED TO INSURE VRUP(R ANCHORAGE THIS SNITIER SHALL oNlr W ATTACHED Tn iONCRC(E BLDCN ON WOW rR,1Nt: B(W.D,N05 6 BOETS 10 BE ASIM A-301 GALVAIM STEEL, OR AST 304 5ERIC5 SIARRE5S STEEL, GAM J6 INN MINIMUM ,^ELD ,0 V I P Wit N- . EACH REGULAR STORM PANEL Lc uTHS a -e '-4 + STRENGTH O,RA THROUGH AT PER SECTIONS 5. A. A 0 AMC ALTERNATIVES DINE, TINE A IOW SE SHEETS 3 6• 1 GI VISIBLE I ANCHORS 10 WALL VMII. BE AT N'OI.1/M3 HE 2 RCSPEC7ARELY. SHALL HAVE A Lft7BtC AND READILY N51GE! MARKING M57AUC11NG OWNER OR TFNNNi TO SEEN MtF PAWLS WITH ARPIX'ABIE RETNFORCEM[NT DURING, PERIODS O1 '•IVRRKANC WARNING (A) TQ„LX.-uN1i,PQu%D_r,QN t ,I tilt INSTALLATION CONIRACIUW IS TO SEA./CAl1LF AL BHUFFER COMPONENT EDGES WINCH REMAIN IN CONTINUOUS foNI WITH - t/4Y TAPCON ANCHORS AS MANUFKIURID BY I TW BUILOCT. IK (w,.. Fc-31P2 0 THE BUILDING TO PREVENT 'AND/RAN INTAlr4ON. - 1/4• • . 7/9" (ALM-A NRCHOIR, A9 MANUFACTURED BT PNLTLAN INC (WIN. ,'r.& P.A.I) - 1/AH r l SP 12 STORM PANEL WMALLATON %HAIL COMPLY WIN SPECS 1MDIUIED IN TNLS DRAWING PLUS AN, BUILDING ANII 10NINC REGULATIONS ]CIAO -SET ANCINORS. AS DISTRIBUTED BY AL r0w1 YCN/w, BOLT t SPFrAALtt CO. (Mm. 1'a+J1100 P.A.I.) P40WJED BY THE JURISDICTION WHERE PERMIT M APPLIED TO MIG - 114-10 PANELMAIE F(AINA ID O PANFIYATF PLUS ANCHORS, AS MANUFACTURED By ELCO CQNSTRUCTKM PRODKES 13 (a) THIS PRODUCT EVALLATION DOCUMENT (PE D.) PREPARED EFF 7,11S ENGINEER IS GENERIC AND DOES Not PROVIDE. INFORMATION (WIN. 1".3350 PA.) FOR A STYE SPFCFru," PROJECT, I. WHERE nit SITE CONOtnONS oFw,TE FROM THE PED - 1 4'•CrTAP-GRW ASMANUFACTURED7 -F C RA N C- / C ANCHORS. 8~ RU ATT ORI'0 lO (c J6W •.0 ) (9) CONINACTOR TO DC RESPONSIBLT FOR THE SELECTION, PURCHASE AND INSTAU."ON INC(U01% IIn WIT, OF TARS P-01TUCI AI) IRIAIILIY EMBEDMENT OF TAPCON ANCHORS ,Ir10 POURED CONCRETE SEAL K 1 a/4"', 1• FOR PANEL WIE NFAMII BASED ON 1N14 RED PROVIDED HE/SHE DOES NOT "ATE FROM ENE CONDITIONS DETAILED ON THIS DGC,,MENT O AND PAWAIMTE PLI,t AND 1 1/4' FOR CF TAP-011111 ANCHORS' CONS1RUCilON SAFETY AT SITE M THE CONTRACTOR'S RESPCMSIBe IIY' A2) CALM-M W SOUR -Sri ANC"DRS SHALL NF EMKDND 7/8• AGO THE POURED CONCRETE. NO EMBEDMENT INTO it) THE. PRODUCT EVALUATION DOCUMENT WILL K CONSIILRED INVMf IF MOO,r,LL STUCCO SNAP, BE PERMITTED. I/4' •-20 SCIr[WS USED SHALL K 1 1/2' LUNG MINIMUM SHOULD SPUc(:O EXIST. NO I' MINIMUM FOR MALLS WITH NO 'STUCCO. AND MAY 9F HEADED SCREWS OR Nt THWADM SCREWS W/O HEAD. 4d) SITE SPECRIC PROJECTS SNAl BE PPEPNRD BY A FLORIDA REWSiREO ENGINEER OR ARCHITECT WINCH WILL BECOME IHF BUT WITH WING Nips ENGINEER Or RECORD (E RR)) FOR NNE PIRMEC, AND WHO WILL, BE RESPONSIBLE PER THE PROPER USE OF THE P.ED ENGINEER OF RECORD, ACIM AS A DELEGATED ENGINEER TO rIP A.3) IN CASE THAT PRECAST SIML- PRECAST rt1NCRRELS. E PAN^AVERS. STUCCO OR Wuco BOARDS BE rOUND ON THI `11) EWG_WE N. SHMI SVBMNR TO THIS LATTER ENE YIP. SPLCTIC DRAWINGS FOR RFVIEW EXISTWC WALL (IN FLOOR. 4WHORS SHALL K LONG Ff1000N TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SEAL RE A$ MENTIONED IN AA) AND ON A.2) (,) THINS ALi.RECBEARDATEPREANDORIGINAL SEA AND SM.NAIIRE OF THE PROFESSIONAL PPED EER M TTHE WIT .Of IT (B) TD 1/1' ER1511NG D29R •E.-r6GCdi_F4t:l AaIMI-Q--M' t4 SHUTTER M,WUFACTURER'$ LABEL SHALL BE LDCATEO UN A REALWY NSIBLf tOrATION AT STORM - • TAPD0,1 ANCHORS AS MANUFACTURED BY I r W OUILDEX. INC PANEL SHUTTER IN ACCORDANCE WITH $ECTgN 17QUt3 OF ILLOGICAL BUILDING CAGE ONE LABEL - 114" • A 7/8' GLN-W ANCIOR5. AS MArAKACTUPEC Er, AR. .A, , DCWALN C (MFc-TWO P) %AU. RE PLACED TOR EVERY OPtTeW ULKUNG 10 COI MIN SECTION 1709.97 Or ,NF - 1/4'• A 3/4' SOLID -SET ANryNORS, AS DISTROJTED BY Al PINN! SCREW, BOLT A SPECIALTY GO IIOR" BLRLOWG CODE (WIN V_I ampA.I.) ncrs ORAWe10 9HAu OFAY LIE TO - 114_IY P,WELMAtE RWItM.E NI AND PAMELMATF PLAT AWCNONS, AS MAIN/F4ITUNEO By FICAG/ CSTIR1LTgN PROBILICtS (MIN rc-2D71 IT..II EI\1/1111/111HNNW,-/ UBTARI PERWIS IN n+F. STATE Df FLORIDA . 1/4' a Cr TAP -GRIP NICHMES, AS MAhUFACnARED B✓ I'RU-FASt CORPORATION ,r,.P00ER A. II(�''•/N/�"1 B 1) IMNIMIM LWBtJDMEW LIE IAPCON AMCNO^. ELCO PAETMATES AND CF PAP -GRIP ANCHOR. INTO Tilt r F LAG - rLORfDA BUILDING CODE (High V•loclty Hurrkone Zon•J �' BLacx UNITY SEAS BE 11/•'. . • ... _ I 20 GAGE GALVANIZED STFEI STORM PANEL o m NG. 4 '. - B.21 CALX-IN • SOLID -SET ANCHORS S:Wi BE EMBEDDED 7/e' INTO THE CONCRETE B:DE'N lMR No EAT�MEy(I 167 I ____ ----.-...---W _. __. _. PTO STUCCO SIW.L BE PERM411 +/1' •-70 SCREWS USED T,tAu BE + 1/Y tOMG MWnRU4 ."(i Orru --� 'GLOBAL PROTECTION PRODUCTS, I.L.C.PTlEsnero E LIST. AND 1` IRNIAAW Few WMLS WIrH NO SIUCCD. v'. _ .It = '� IL E C O -.--- - ... • 1 Awn STAT Qj _- 1--0i •�� , a;FIA- iFP[ n. F cs 1ic� rNomctRnNo 1LP. y'rNa.. !OR DP,.•..' �/>"•O3-. '"..°`w`N°"„ .. t IN4XA lw,.11r-re,X IA E9eN)4w-en, 20-176 ,.- H.;'n,_.. , UI,S G-a,I w M ,w DMwPN Ito 110ZSA 1yE4 N"!"N w1I• . nLIP A.I _ -- _ mu, ' aI. -_-- M UATXION.R,BJVW1.1,0, 20.072LO S MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D ), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RED.), drawing No. 20-176. 7. LIMITATION$ AND-CQ1VVCITIONS OF USA 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thrU 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. T2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3, Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). I,,,meHO)"', / W1 A. 71(C/i ,,, ✓ ''r ,,`,3� ' \\CENSF'.9'' __- . r ^',,i 44167 + : Tt E ✓ 1 " .,� "''o' STATE OF :'T r ,/ %deb;., 40RiD? ... "�? "le" 6/0NA1 FN A 'A INN. nlulti,\I WATILL D'.1. TIL TECO An MON RECORDS I P. E. REPORT .20, GLOBAL PRO ECTION PRODUCTS, LLC, 20 GAGE GALVANIZED STEEL STORM PANEL\ DRWO w 20. T 781 REPORT 6 2D 072h01 TI L ECO INC TILLIT TESTING A ENGINEERING COMPANY WA LTERA.TiGilT JR P.E. NhIR.PF T,RNMMNN PRODUCT EVALUATION REPO' aBOl.HILO N119 F L'..A. LIQAAN VP 3966TI9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1, PW_Q,5F_QF EVALU TI Q This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (Systen) ID # 1906) to the Global Protection Products, LLC. Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2._EY EN—CE-WOMBITEM 2.1.PROf]U.c-T.EVALUATiON DOCUMENT (P,E.D.): Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrLI 18 of 18 prepared ey Tilteco, Inc.; signed and sealed by Walter A. Tillit. Jr., P.E.; dated 07/27/2020. This drawing is an integ*Tpf� i0fli f)�is Evaluation Report. ,N` •c , ,.... O/ ''•r �I It . ,,\CENSF'-..•) ; . - ` NO 4f167 rid+►" * ! *'= - s ' STATE OF ,�a:ti �'._ s,,0�- .'(0RIOP.-` Imo. 6155 N.W. ?ISdI Street, Suitt 305, Mialni, Florida 33166 -Phone: (305) 871-193 ?1flptq(3b.,8d7-1531 I----_-'_" -'- -"-- ---' ----'--- --------"---I CD_MRQ DENTS FOR REGULAR DIE LIFE SAFETY STORM PANELS (SCALE 1/2=1-) i 1 - IS I"- nmAL .1DI - _. ._ 1S 19B• (TOTE "IN).. _. i i _ +2 soD' (urECTAE WIDTH) - _ 6I/e• - 6250' -'-...._.- .. _. .. - 1.35o• -- 1.3.:0' - ---1.SFI70' - -• SOU' J00' I' - \ + / -..I 350' _- 0.U36' MRI. 1Np1 r 1.350' - .'•>. 1 ___7 __/ , V� _ 1, ' ASTM M6AT �'\ �D. /, ,, ( �1 2A3T- OOJ6' IIMV TH,CX ,HEMMED • //' Y..bSJ' CR.K W HEMMED - Cl I.\ / GALYANIrtU 6lEEL Y` EDGE ✓ 1 G-W 9ALV, EDGE 2:Y' T/P I AS'. A_.66] 2.000• 2 TYP. T MEYY[D f GRADE' S0 MINIMUM DRML A_ T'' -.' HEMMED OCl(JE A_ I-pRALE�= G-b .AO \ ( - j EDGE ,. 1 4a, `S I wFut A I 4as ... _.. __ _-_.__--�lt ._...� ... _ • ',....t 7// J50'- TJ STORM ANEL © END STORM -7.167• -- - ` F250' -. 2.187 - PA(EY END 1 LIP �, •. ( , 100' 11 750. - 1 4Y m, 128• W/ HIfE,M(P fDOr. % '' MO? i , tlxl• '.7 T- -PW' _� , _ +2U' SS STUD ANRTtD S.Y. SI�W NETLD _ •790'- I // ` 1D ANO!c • r0 ,/7*ANGLEO Os3• I I.5O0' `-1 ___ < - '- ` ,; .� 28.Oe' J.375•F� 1.50(:' ,` ,> >' .093' 2.116• 2006' . f/' SE[ .BJO .030' SEE .. ��.,,_ ! OnAA 0.250' .r-. 2.fv1l- 9 t 1 R7 I 1 O Is 3EM4En M 1 i i ___ 15' - 130' l I I._ .. 1 I (,)� ANAL R _. 3r� .. 5" MRr I--t.SDo' -^ '�-•,.500•---1 ISOMO'RIC VIEW DUAL A / - 2,000'3'- -__.2.000* - POUNDED CORNER O (NOS Or PANEL'S � ENO uP W( HEMMED EDGE. C "It" HEADER `3 -0--BEAM 4) AN" 4�1 ANGLE WITH STUD 4B ) I ppA�NA�L-\r�ppE�tt•WII�)�j�r� ff_yFJI.AI_r1_STUD I r i � stE Dt I 111, A )AI. 374• 1 _ E.__) e,3M' TOP am 096- J74' ._. - 750' - N H I.J90' DI1[L lee'.. , .lea lto• N • _.a I "25' / Y-70. W. SEARS t ' _ SS STAR AMTFD TO 1 A07.1 063'375' .� • , 270. 656' --�_ .NO' ! ANGt[ • 12 1/T OL' I. ID52YI i. _. _f ) L67t' , 1 l-I Irl41 '67 1.olY R,062' 1 1 4- 1 615' St.54]' 5 teY HOES FOR _ _ 093' 750' LOCATION 0EVERY FAKE OV[WLAP .037' , -.I 1 1 _ - R', ' I Oa0' 1 T ' I I - AR,..lrs• f .084• I ocD• KEY HOLE WASHER ,�•6�•41, _ - 2 000• - - -;1w.J ---'063• __.�--- ©��RK&_M r1E © 319�=r_I8AE15 (7� FLAT PLATED , 0.036• (MN.) •- 094• WITH STUD GALVANIZED STEEL - _34410 N,\HI,HNHRNANN I W. Is' WING / I '- 1/ , 000 A, T.it114 ,y I ) rI 1 /'1,y{1,LI ={"y�Q;:'' \GEES '.. > N I"_"+�""'� _gq*: R FLORIDA BUILDING CODE (High V6iocR Hur rlcane Zone E•EAATL L--, � A1ED WING(NV1 M W 7, 063 -�._, 3 STATE OF ::I¢ 'rem Te1Tr.o. Nc. 20 GAGE GALVANIZED STEEL STORM PANEL I. , -- p�7�� KEY HOLE �o'.O'F• .i.OFyEllP.r'�iE�' �-- --- - Rbr 9. s BPIl i AT PANS /a' GLOBAL PROTECTION PRODUCTS, LLC. ,,t '•FN I L EE C� 1. N.De �W. at slier ®•'' U1 1�1t�N�VM 1�/4"[' AT[RMTNQY. U9D WINO NUT NI y A%ri THEU-. T1 04 �owaAINO I NPNP , K. n I. ANQLi NNONd11Wt .Mv[A W/ ADonIONHI / WA Hn .I,RR"c. ROAr«I N,pE (9vWe.-TIN I. N5.)eeA-NInJ 20-176 �(PS131) I>a1 m- Pv - - 7/8YA3/32• WASHER •STAWLESS 1.71. n14eAA W 1 Rini OA rer,ttt P,ATM STEEL) r ZN/9PMRM[/WR -YET A YAIN,UR Ir. P[ 1�IM 11,IM, s a 7t iA_!XEUC;1XN`AI.I:ATEOIN REPORT NO 20-0727 0 2 U. TE-STREP_ORT$; Large missile Impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boltz Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated Decombor 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3,.-$-TRUCTURAL ENGINEERLN_G_C .LQLATIQNIS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tlllit, Jr.. P.F. 1 MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4.WJWLOAL)$ REt`ZISTANC E: 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 (RE.D.), drawing No. 20-175. 24 Gage Galvanized Sleet Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. .\��A�Jt(." �.....Ja i''\S�I' , z �4-tfd67 / STATE OF ,�2 1" O 1 P ,.4`rs r 1OR10 ;� FPS ", ....k, `" ''�r,�rrr/ AL ,�((""O t� 0 PRon[iCT)LVeLUAT10lLREPQRI"-10B71ZU2 'r' 3 / - - d� -•3P Z-W C2 L 5-. INSTALLATION: � O a� o Installation shall be performed strictly in accordance with deta7s indicat n = - EO cc x sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Documen . .D.), - c L - IZ drawing No. 20.175 Minimum separation to glass shall be as i .ated on 'N rD Eo ` 1,I 0 N L sheets 3, 6, 13, 14. 15. 16 and 18 of 18, of Product EvalUatlen Do at - w ="C14 "I (P.E.D.), drawing No. 20-175. a 2 a, 0 a3 a r a3 'j E G 6. MATERIAL CHARACTERISTICS AND SPECIFICATi4 s (' ' F Shall be strictly IF) accordance with General Notes and Components Indic on is o a3 sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing N y ''. 20.175. .'-• ED ccss r9� 7 - w is _ Anchor specifications shall be as indicated or) sheet 1 of 18, of Product = E Evaluation Document (P F.D.), drawing No. 20-175. a o O 7. LIMITATIONS AND CONDffLQNS-QF USU: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit. Jr.. P E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco. Inc. (Florida CA-0006719). .�'�a>�.1, \CENSF', ✓,p• "¢ L=, , dd' 67 , V,4, * : * WATT( L-_: 'O Y Da TILTECO ADMON RF.COROB I P E. REPORT.20, OLT29AL PdOT� jqN Pj$�tl00�j][�S. LP, ,ZZfbAG= GALVANIZED STFF_L STORM PANEL DRVVG020-175I REPORT it 20-0727.Q�rrJJ,e,.. ''(QR to `y`tr �. • 'd.SS/ONAt t�� r 1/4, 2/4. 3/4, 4/4. 5/5. 7/5, 1W/10, 2W/10, 3W/10. 4W/10, 6/5 5W/10, 6W/11 A 7W/11 3' MAX ANCFIORS. NOR CONCRETE SEf SCHE W'LE ON 9rIRT5 a IX 9 _ ]' 1NX_ -I' MIN -- FOR WOOD SEE SECTIONS ON SHEETS to A tI '1• MIN. _ _ ._____ -___- ......-..__ _._.� O O O 6 1-i �.._ D.M.,��© ®r T r . { I I[ FY l 1 I I 1 , ! ©+�•�E@'� I • i' -' 1 7 T I L . t - - -1 ,,I I tul - 1 _- vn _.._—�... , - -i._ I _1 ..1.... ,f, Imo - T .. j- T4r [ I UNBOLTED PAIBLS I--� , I BOLTED PANE15 W/ I/4e-20A1' I UNB TIED PAg AS - S.S. M.S. BOLT W/ 7/B' a 3/32• (SEE`APPLIDABIL) /, // HOeN5�A5 MPUEI�CABLE) i / I I II II'' i I . I [. I t/ .f7 .t to . , i I I D.M.. . 4 y", - I V '" O� ��,�� 0; i O I O I i O4•©•O+O' ©n' 3. AWN -�1/4, 2/4. 3/4, 4/4, 5/5, 7/5, - 3' MINA - ' IW/10, 2W/10, 3W/10, 4W/10, 6/5 SW/10, (i & 7W/11 ANCHORS TOR CONCRETE SEE SCHEDULE ON SHEf IS b A, 9 _ _ FOR 9'000 SEE SECTIONS ON SHEETS 10 A 11 Ij4' Mm. r.AH 2 67' �.,.. (WIN 0,43OAF` -1 Wl,nj VAUF11 .`ads - _ .-_><� _ ,..,.,,,-:L>_. i MAX G•1(' _ 0. d,001 A... �/T,/'111, ` I�A1 ,1 7 1r'y,.•'� EN ''.'�''•. FLORIDA BUILDING CODE (High Velocity Hurricane Ion 11 Z : No 44167 •: ? 20 GAGE CALYANIlEO STEEL STORM PANEL OP"A" r, �E�CTION A -Al * :. ' N T 5 15ATE bF l� -i-_=�"'Ac;" . W - T', �--�_�_ I�� C 0 - ---- - GLOBAL PROTECTION PRODUCTS, LLC. , ..IN W n/070 V'$•., QR... • F'o., .• - - NA,aa.A �L�� .- iTE NP, P, i3� �no 2tien caniir ".1 •, ra"�', (a-Oo09I19 . . 1. OAK, R 31 ,. .Hal (WI.JA•-Nut. - (AI)4u--1 U� 20-176 N NOMMTN'•- N/e01Mnm/OAR YW.,TA A n,n A. R[. r 7 _ Y H_,4 • - !QI 3 A 1 ___. __. ____-_.. i-P N N C_ W Cu ] I, (1) -11--- Z-)N _0 � (1)(� u -Q V � j (/) O -0 U M U) �nl O O Q O = _70 - _O W M !1--0O O LL_ I♦_ — M Q O O W(1),L C- � 0_ Q _0 .I cf) Q E Z Z W J - - ____ ._...--.----___--_ .__ _____._-.-. ._..__----__.____.__--------___-. _______.- __-- r----- � IN�IALl1►TION DETAILS FOR REGULAR PAN -----------_.______T ,___._....— T I NS LLAII4NQETA�LS_.�QR_ G_1�J�1g PANELS() dt I;lb END CLOSURFS_I 9II FQ�.I►Kf#LL_TION IN POURED OONCMr. ! INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCT 1�RES � `%= OR WOW - I INSTALLATION DETAILS FOR BEGULAR�ANEIS _ lA I rN� YAUD FOR U� _ �_2 P V.� tlr�T� EXISTING POURED CONCRETE OR CONCRETE -8 Q��TRR�� S I INTO EXISTING POURED CONCRETE OR CONCRETE 6LOCI,S_STRUCTURES QGNOInE AM ,, PA TT PLUS EW DI IM.( (Sa I in,;�;ern -N oR PArtIMATI FEtwr m +/.v-FR•iJ•' sl (Yt SVeDULL DN i I _ AMCNORS FOR CONCRETE 5EF SCHEDULE DM SHEET0 I / �� tJXAYNER wc,+wTs d s,Aars • - WOH 9) .I SteCr9 a nwwal 91 � 1'•--NMI - \ i ppUREG EQIIGR[TE POURED cow LIE o0L'RFD '-rI 11 roll WOOD S[C SECTOH, ON SNEr1 12 v 1 (SET Y•,IWI ON \ _ _ 1 _ I 1/7• AqY ( REQUIRED IIEWIRCU :1EWIR0 L,r H[ ANCNON �H" 6 NNX,RH 9) E.D DiRICITT[ ANOO6 r - I ,� SrA1�1lE � _ i ..,'I. OR CONCRETE BLOfK OA C17NCRn[ BLUCN OR IXl!N(:RRE BLOCK ]' TbY 7.6T' J' uo, cra+Mc +vuPrc 1 (a�' 4HRlnenwpgN e) 1'' EX,STAG PUUNU , ~ S•4EQ1[rSl 9I'l•NEAe 4 + / I: - i�_1 ,� -_-_ W. aPo,a..'��wu -rr', `1�'') rs[!'EscT«FE Dru,Eira mNCArn .NCHORs cYRrcACTt FAOlo6s �F,o ( _ WRLE,1 sE alw71E WN7- , I +J �J EDNCRETE REQUIRED 1 4' `jl MN D MM .I WHOLE M.n L. •♦ - 1, \ £� N� iI,'_ c.,A r 1/i.-rI.ArA .C. a Rw FO C�� f }�M""'' t,s� nAtT 97 c Y, -fir E_ � _J coNCRcrt REWW(o 1 \ M4 - - 'I" M _ IK!^6.1 1.,II -.M l AOWKD i l�! i ro'1A i I wr, NJ 9CP v) -_n 1 i i --,tI F J7. 1/4• J.. MIT San 7°U i i� eaua, "w - - -- , '` 1 ) 'tl�l -; t.. • 1 ` (SEE scN(aul aN tsa slxwu oN D. (/91 `) r AA" I PEIXKRLD 1 CPR. 1 I I W - - i (.. Ya. I r--'I '/'' H - XY -"ITC' _�-- 1 3) / , r A ' -_ , , , I -T I { Ab, __ E Q 1 F ran / L-�P,(� , r E 1 E."INO POU"ED E D .11 1 ^ 1 1 G ..ILA, _- I I ' I -f t I I I £_ "a I , cant, EFE (D 17- I �'1 ^ 4 • 1 M O,NWD ) V e I j �. (i 1 LPOSnN M OL111 (.D. I 1 0i,,, E D I I I I ,Y r,- r ,r. O, a IN r I , 1 ( I I 5p1t LYN✓✓ ��rI I I I I:ONCRETE OR I , s 1 - - _ t L: i - - I ( _ .. j YAX W < �. I o.W I 1 b CONCRETE rILG,.,P[p I l 1 CXLStoNO Pp1NCD f I «,,: 101' 1 I I MI L \, 1 1 PP 1 y�� 'n 3� 01 ;\\.�\ 1 ( R 1 m 1 l�To MII • 1 9R Iq'P',N I I 1 (1) CONCRETE &NA I ( 1 ! jl Nui�rr : r ,t~Waal CD , I i - I I 1 1 I I 9tc WIND" I � E,9AI ` a • + I 1 C. 9'. // 1- 1 ' ! I , O , n, 91,.0 • I F I b REOUp/EO , 1 �.i ... J , ' f I i WE M:4W[ I W •QI e I , N t/r aC , t ]! - I ' s3 w,.n ./ , I 1 1 S r91T rN sswleN I 1 J F lMY XNPTTAA,//^� 1 I T 1 7 SE A IPIANi �1�' .IjXr ,� v.• .Ear ! ^I ` , I r 3 ., Z ,p all ENI r A / .O ro nA9t ,� I w teHa549 �, I strwM 9N- . ` 1 f i10�� E • M as 'IP• •ww: o- m n .,a, ^ , -•NVI i CVtm', Q 1 y 1 1 WI fxtX, r ; t�Mm, . _ I 1F1,,) ! I ; ; SCIILC l,nr, .Mewl ru I , I r + .,, ; . . i 1 a.rIMN T TIT aAA 1 '¢i IIGF M.� f94MTw w a.n. I r I ro a�A.t�" 1 'I I w- nw m I a F w� to 1 -1�� 1 11' o+tAtA , e J I 1 ) =_r ( I r 1 I (1/ E W CASE B (PLANT >-, �.a,wM - WrnAio. C 9urw�a aAM I ,AARf ) I I N, � 1 ro aAaf `1 a.IWI I 1 I I NL �- '�T'Ewi . ". -_- I II u n D f �t Ir"-, t saT r1 J R F t.Rt O � � � I '� I �' • F � 4 � q � O N E p( rmTPlc-1 i ,aTr4__ in I(*`{� 9tiR1AArA �', u's, I n• scAu' 3/1c.r 1 i Rio 1 d( 1 j 11 I IT I I H I i AE'U --•.1 J 1 NNAL ar 1 I 7,1/1. I ( A s n. 1 I I ,,i0; , :/ 1 I I 1 1 j I Wcr .- 1 I v a• � ,• ti Yio n� yAi. C 1. w ,�N-._. Ui j« �3j I 1 J L �. or i 1 T O I 1 7 i / i 1 1 1 ` ' ' ( OI Wr i `T - �ar• "• TF I. Is/i6 9Grs/7W1/'- t o Its AIX Ts W/ f ([s Win A/ I (y/!i , , ; ,•Ay (/�] i I . SHEET tI 1 _ ) 1 Te - 1 i I � oc"'R,;. ©O r I71WM~M,I3. t4. t--. I y IrAzs /4,1 dl Its I' ..__I ,T/YF 3i.1] 1 , Q 1 I 1 1 + I i..f� I 1 1 1 1 1 ,y.1 c61 I I I - w n. pA1A11aN - 1 IM 90WM11Oi •Ali J 1 I I I 1 1 3771 .`pi '191N0 r4 .y ; 6 , . .'. '� ; 1.1FIF* , , '` ; I ;r .o aA6M F ; -` I I - •... M. - Wn.... .c .m.o TEND6AP 1i IEAt.A. -' 1 I A 1°,D.AP.- i ''� 5 1 j 1 _„7A�W ; -,> 04M 1�e• i1 - 1 _ rA'r>/?f' � I I � I 1 i•. r. m• mW' - ,, r. 1 ,l-.i. v, t t i � i I 1 law;. ! I r1'1 L-:" I ( AIR, 0,0 • 1 W - -/' I I MIT //�•� _ .. f u _ _1 • 1 17 1/Y PG - TWO I.lT • 1 , r/4•wR�U/rL� I p ,Im .w Ira, __f' I 1 I r ;uy 1 ',/' 1 I I , IPt151.O PouREO E D r 1 '(�t�) 1 '7 ,/f• of ED I ~ FnS,, T� fWIN 9N0 r 1 1 1 M.,' fM I ! MAN .u• Wn n,W t { I i U�, 1 C: ! I i' Iy .`I _ _ __ _ _.....L - __..1_ I I g NG POURED E0 1 19 1/7' Or • 7 oc `� - COMCREi OR 4 1 ar. 1 `, EAI5nN9 POUII(D 1 r I '/r' I i R,((AI I I I I � � i 1 i -6I CONCRETE BLOCK RvtRl mlo • I1CONC'RETE NMI ....._.� 1 COMrJYnE fJP 1 _----. IIS Fr - _- w 1 i I I , •-•.-•e.1.1A •TAM wo 3' iteN1 1 CONCI4ET[ 8l1)OF EQUI ED BLOCK - ,+ I • "N - •v�-1n mro4 U> -n i1U6Tw-., 1 ]OR 1 I p�tNO MAX Or •l' M+1.ALOUIRCD II 1R' 0 C r R _'--' i C, 1 _- DWI r-T+AO i4St --I VC Or i• aAR�') S0; ®o° ® RW/O YF.__ NitouatD sox Ya• MP. D.Y.. ,10 +• ITOURED. t/2' ,/7' J EASING Wuk{U I. ` I E C j(`LAN1 I D,w � � ;. I � MAR ANCN`)RS FOR CONCRETE SEE SCHEDULE ON SMrV 9 I1r -- ' ,, I y, E'- 4 { I CpKR[IE 011 _ r - _ - _ 9w E76TIN ,(X RFO A -1 Mn W �LNCRt [ MCG EXsn4c nIXACO n•H F xA F s/16.1 CASE D �PLA"1 - DN wo00 SEE SECTIONS ON SHEET I7 I CONCRETE 3/4•_ -tII S,I„e„A t,, . n ! , LASTING Tr DA SCALE 3/16-1' t Y' REgIATED /� ,Y/ r6RAldJ»�MK - 111____1 .y- fs PaRw :- -I t'.OKRfrF BF OCN E APa MIt rt CON-1I' ANCHORS coNCA[n A•LYYJRT --... -F n !^ Caoa.A)fDNOKTE A.C'HgR3 -41 Wr F'.Ph1w/•• 4 l� /. AI '. s,s ,<I �^n D C4+ E Q. Li REGULAR STORM PANELS d( t� ELEVATION 6rAGerxa w' sND A�A r«•.. a 7 CARE \./ fr4 . • O.c COHCK t NFD,DIIB O ,S, TO Ali J/.• T I RfOUIRFD I/1' .din :/ a:' M,+1 F O / - (� (WE scl[DUIL W L•lt umWu1 ON T«A (AL SWLa4E ON ' � co'. • 4 ec _1-. I , +ro ,AA a e• oY17 1 Ar1uH�w_ ••"' •'••,xn o a�.�F 1 srw • u SCALE a/a7'., (Sfl SCIIEOIJIf ON 9[[1S a 1HRGaGN eJ AHIa,S 1 1„ApA. 91 Y,tCn 6 rrwgJp, 9) CAuI IN IW RAH4WIE , -'3/4'- � Ws" P' «r,rHF n,.- w i ,/'. oC y.: 91Irn a IIWOUGI, e) "MNL o ANO ARLMAIE -, - , I }_ E,,( _� + 1 i1/•' EAR, are L., huS 0R G' TAR -GRIP :OICARL ANCHaRs !;'I, „w'•.auV. ), T+ A L£ -- E_ ,f-_._1 -.r-- W �N.�<«. T'' + r' SOD• , a.a7• Is', Sr.NF01RE9 ON (SEE iCrIEO,AE ON .ICU 41GS� CEIIlHQm 4 LOD It4liliIlt4Si ESIJlIZ�T Y�OUNTf1iG ALTEHHAI�@St110S1SZLlLQ(IN.IIIi(i s+tErs A r 9) WALL MOUNTING fn.M.) s¢F s e THRoucH 91 BUItD OUT MOUNTINEL ! w'y. F_2o.a/r ss, eDlr ' "r _ 18�1L�1 I (MN 0.fNN •,! WTq ai 'rAf N/A.,- SCALE IN, sass O -1' SECTIQH. 4 A---;�•--¢ SECTION 7 LA +: , / 7/e`.3/32' WING NOT /�,•�� /y.'N'� _�- A114 a4AlAP ARM-.._ UV. I I. PAa'I O 17 1/7' DC CONCREIC AMCHORs J 1_. : `• , t• IIINM,Ie MM) - • .._-•'4p„ SHE 9fJNWlNL OR \ f y 1 T nNm IwH1` SKCT 9) •0V LSE[ SCHEDULE ON \I' COI/CRLII ANCFgl15 I/4 WALL GP I ,u MN+ rv• M N.N m .FXNCROTE ANC„d15 YIAGUCRN YN[n e) � 1 1 , tI10E pi LTISTI4IG • N.EW r wmt .VARIES : t/e• E.D. •EDGE DISTANCE S, s, 9) csa scHEau( oN W e E.D.- EDGE aSrANC[ oPENHNG SEE C1 P (P AEI 47 SECTION A -A fTro.) I00000M� V J I (SEE scHEDu'_E DN , ADM suer oa I• . l [ SCHEDULE ON CASE F tANi .DMRtD CaNCRLTN '" � 'AMA ✓JM:•nf W CONCRETE 9L00r KW�. 1 tea, 9�Ot,Ve , - -� [4, CASTING STUCCO/ PT. W(IOD PLATE SPAcra ( SHE a k 9) SCALE 3/15.1• PLARW G,MRn[ aP NX, to IE MOCK .rU .LV SCALE 3/32'-I' `sV\ -/'U la eW N,I , p SHEET 8 A 9) WDOt) 8AN0 .11 1 CpRCRF,E RIACK RtOJMKD L. 1 1 ,� N.LM ' W O. VARIES I IYOjL_EDF COMBINA710!: (X SEA) / 1 1 6 e NEW 1' WIDE . YARIES . 1, A' 1 '' 1 Rta- /My� j/.,IB'`R>�lr I I i TOP a BOTTOM DIRECT UNTI.NG QUNTINO D1111:SiEIfl1�0 L. W 1 • NDL.ECLN ..(�JIBD'>bLO sEl�ljRyj. r _ E T noDD PLATE I MOFM)TFNGS CAN BE N i I I OIIo a BEHIND GRACES I Tl l) 1 I t7 th' 0.[ o „LVA0R1,t ,4rCNORS I COMBINED IN ANY WAY TO SUIT µY CASE E (PLAN) �.Er.�� 1 p p SECTION IQ 1 Cat I M t\NLNINnlirr TOP 6t BOTTOM yeFJNi1NG5 CAN BC W RIiY.11ii1LY i C `,Y, ZEP A. T 11"' COMBINED IN µY WAY TO SUIT ANY Stu se- TWROUGHEM 9)--I A}t Gonl INSTALLATION SCALE 3/16-1• V_F ,,,a " SCALE 3/MI• `'C'„HS WN,F, LLJ a TTf 1 N Y 1 "4i. (( STALIATION T ,AN /V,", , �4 V NS 9- —ft='��..•••....... �,,., S el F ' - EXISTING POURED - y,� ✓ '''.,FLORIDA BUILDING CODE \ S '' � '' )EXISIIND PO,INt, - LORIDA BUILDING CODE (H1 h Velocit Hurricane Zone I _-.om• a W CIE•' I' (High Velocity Hurrlcone Zone) A `GEE FLORIDA BUILDING CODE (High Velocity Nurrtcan• Zone ITDNCJR'[ ANUOA----_ CONCRETE OR CGNCMIC S/•'' N = :OON nRM, r,c I EAr se,enLAr I 1/2' IF. CONCRETE BLACK NII.LI OPP, o 110 T nNeiN11 ` .7aT0 T6RC0. MNe i lP `' - P]ONc RRW. 1NE. r.r RI:W,RED. - F D _ * ' • 7 S r P • ] Mn. R(ouwr0 - N 20 GAGE GALVANIZED STEEL STORM PANEL I 44 Ma 1 f1 1_" HTwn 2 : Vo 44167 1 GAGE GALVANIZED STEEL STORM PANEL "ANI„ 9 0. 44167 20 GAGE GALVANIZED STEEL STORM PANEL m cSr, R nI Aw:HORs ? �; IF : * _-__.__-. _,-----__ oAneW 1P. SECTION X-X 2 *: - C...__-'—.—.- ------- E.O. -EDGE asrANCE IE_f08_COMBIN!+T)ON Of SEGtIDRS'- 2 *: * - -- _ Z !SET SCH(pULF a _ - 1HFTn a Tits H 97 z il'- GATE �F - c, .7/Ay3Ao X� CCA.r S/R = * F"4 / ORAL P TECTtON or/a/9om SfC SCNEOULF ON GOP h f)OTTOM NOUNTINC$ CAN of s r - ' i/'r/10ie o,F 7, - - � GLOBAL PROTECTION PRODUCTS, U.C. a W, a ti'' S * , -- I L E C O GLOBAL Ito PRODUCTS. LLC. u I' ( e $ TE OP` I L E C O ORAL PROTECTION PRODUCTS, U.C.LLC. an e ORIO I L E C O HNC •Sae AW. " soar DET!►IL FOR SPAC __�QVIRED AT TOP OR = 9' F FNC_-� eeU iW. 6I , Al, SHEE 9) COMBINED ,N ANY WAY 10 SUIT µY 1 $, S P 'gyr -i A.a_ L INC a9DO SA f, SAtrt Z ass, - - TiIJi F6nNo 4_F�bfIi.(ro coMP4RY INK. n w'. p�'-'• RI01,.. ii,in ,t�TRa r tr.a�L,NNo t-ow4.n aw, n 1131. INSTALLATION. 'tee OAP .., 1R(D ,.•AG. /. -- S/ rlLu,�tcsina i soon oNNA; n ass,. Q / ...r:, - r r» ce6.ke►ext 20-176 FIQTIQM_T QAG ADJACENT.I9._-S.1V"Q/WOOQ BANDS . F` . wPr�R.H ,,- to yet F+.S r. (w.)rao-mRr 20-176 F 13-ti.` .*I" aAeow M•. n,alR. f96.Np-ssw r» rrs.74A-9n, 20-17 NA In /=l' sa . W . .Ear n a,M PHOR (9s.1A9- °- S .:Ft,� 6 SCALE 3/e-•• "•Nr „--_ a.,.I1.,.W :N.,lsl A,.,u, _ - 13W) )IT aI, NFN ... a 00047,0 »••,•A r' W.N r,.. _ w oAAMNC N.: '1%3l AL ' a-ewn,v to w, '« __.._._ a,,",sjy NAt s-y rN•.. W rw-alao7,R 1'" ...�'"'� -- N 0AI Tq,«,URCAMR wM1lW A nl,,, „ P I , _- �-•'!'- - Ir AA/f umt/OATE .a ...._ _ _ 'AK "' -- !/r ,RN7 .ON /f6/NILP,[/0A11 -- - _- - MAWNS ,1r.- J ROINH 1. ! ..to, Y I�rM .- _� OWL, • A m NI TFT . PLLIT ,., Pf w �� . 4 o ..w r 91e6T S a „ N IIINIM AM1r�A A. nLLR N, n r, aA 1-•.f Nr MTun • 0 7e.. NIN1N r,�;,Ww Ix ..1 rL ---- N. .., , - SHEET NO. SH 1.0 13 J I WALL AND FLOOR MOUNj1h[Q_JN TALLATION FOR SPLIT -RANELS A, 2 0 8 1 MT$ ALWOIr-III AUFAI A, ITT. • 1-f ANC� (SIX IED-OAAJE 71 fl flil f fl tvil. tufu I �fff Al lut J' IT, 2 .41 AA :_ IMPURITY F PIT 4 TAINT/2 I -PS % EXYAWN SCALE 1/4' - t' i oL DETAIL m,,AAA, -r- -1 A IN ... ELUED MONA AP I.r. 7 MA"ON We WnYAP) ELEVATION SCALE 1/4"-1* DETAIL 2 (An MULLION SCHEDULE I- W/W.." ANA, _W mHOOT . - 1. A. - - MUU REQUIRED W. SPAN (FIT TUBE AWWON 2', 3'. 1/8* A .111E 1 1 J • R A, 0 PRES..", RA. A f. -?12 tp D..tSs*. S. O1WAELN1EO SECTION I CIT I OR. PANEL ., D�ag ILALE 318- 1' Noll wUWOR V CAN ALSO If INSTALLED W/o STORMPANELS ON TOP OR 80"". 1. 11 6 LOCATED AT FDA M rionom or OPEN" PONE 'AWL OPI III TUBE Top * BOTTOM) • R A, 0 PRES..", RA. A f. -?12 tp D..tSs*. S. O1WAELN1EO SECTION I CIT I OR. PANEL ., D�ag ILALE 318- 1' Noll wUWOR V CAN ALSO If INSTALLED W/o STORMPANELS ON TOP OR 80"". 1. 11 6 LOCATED AT FDA M rionom or OPEN" PONE 'AWL OPI III TUBE Top * BOTTOM) _41 - I H t I J II F ... . . . . ASK Lon SECTION Y-Y SPLIT VALE STORM PANEL ELEVATION 5CALE No. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 20 GAGE GALVANIZED STEEL STORM PANEL NMWII FIT LTE C 0.... GLOBAL PROTECTION PRODUCTS, LLC. DAY, Nug, S.W. 17 Ak c"OHICIPIAND Col! aYR fl- 20-176 __.AA. "Hand, 19.Im 1.51 1. AP INSTA OR RFQ9_kAR__f!ANEL3'J,` A 16 INTO EXIS ING WOOD STRUCTURES I Vill ITT =V1. c d AN I- Lep 01 T A AS IF IF WALL MOUNTING INSTALLATION =_ ALTERNATIVE _& AP BUILD -OUT MOUNTING INSTALLATION - ALTERNATIVE SCALE' 1/4- CEILING A FLOOR MOUNTING BIT 4 1112AIAIAA11011_��W WALL MOUNTING L_- Ai"�l ,��r (SEC110N AT TUP 67 0 MML SLjNE '/4' 1 A.S.D. DESIGN PRESSURE RATING) SCALE- 1/4- 1- ;a- NOTES 00 ................. A T. rLDION MOUNTING SECTION 4A I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS . ....... I _72O p,sf, AND PANEL'S LENGTH UP To a' -a' JP TO 565, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. PDT? NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPEcinc DENSITY or 0.55 OR EOUAL No. 20 GAGE GALVANIZED STEEL STORM PANEL NOTE [4167 a, at, GLOBAL PROTECTION o N PRODUCTS LLC. I L E C Or.. CAN BE TOP & BOTTOM MOUNFINOS "LUT I"O_ A S, "an 20-176 COMBINED IN ANY WAY 70 SUIT ANY 1#7�1 FAA fIrEA 11 KUH-ir, AAAAAA i" _ASTALLATION. coScArrt ANcmn CONCRETE ANCHM -IOR co'AckElff, AN FIX "ME ON WITT (SEESc-CDUUE ON (SEE (SEE SCHEDULE ON-N\ POOL` WAR. IT, sucl'o. ON .It, h 2IW/15 I/. V1. 2A/4, 1/1 OF, 4/. 1, 2 & IW/15 , "0."0 OONT," rk A - 1-ILI. L ON- ON- ITIT _j��Tllj I I I T1, F SWEET 14 SEEM 1. (END PNW PANEL) %VWM AMM) 0 -1 U. I" PKA, 1"), EPA s RATIO. To TO MA M/2 %I DUNG N� -/r. T`IAc`RMr so E7 (CAST .1 I /W5 ". 1� -,�Rr 12 'To./ 2 Oc LET" 2f,-) (ALITIFIVATOW UOICATICK a "a Am") IF J ,A,LD COW AHTtj mm. PAUL NE�O -104/4. 2/4, 2A/4, 3/4 OR 4/4 +1. 2 &�'IW/15 & IW/15 ALTERNATE LOCATEDRI ISIs AREA ON UK SAFETY PAWL L. ./No I HE SAFETY PAN17I,_S LOCADON OF LIFE (SEE NOTE tstlow) ATEUEAR PANELS W1 OR SAFELY PANEL -4L:L A/0 REGULAR TRACKS (SEE NOTE I coNERM A*cmr," fflofiq LAST PANEL BE INSTALLED AS (SITE �CKDUL[ ON LdEE SAFETY PAPOEL OPENING SHALL I FOR W�E SA�ETY 51 ALWAIJ BE M HANDLE Fin, OPTION k ORM TO FACILITATE If Oral RLQUPRfD to or IN M FTETAOSYDPITIENDIIIO INTO W. CONCRETE AINCHUn -ANELA & JA or STRIACTURIF Isa usauLf ON- ELEVATION WALL MOUNTINQ INSTALLATION WALL AND FLOOR INSTALLATION SCALE 3/32-' :7:_uC1tm._j SCALE: 3/8* - I, - SECTION- 2 SCALE'. 3/8' 1' -1/e«e IMP 41 r DATA I UPE SATIETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN I TAW PANEL LOCATION IN BETWEEN END PANELS) Arruitoet Pimas INTERIOR PANEL.4 LIFE SAFELY PANELS WAY OR WAY NOT Of INSTALLED ADJACENT TO REGULAR PANELS oTE (W/ OR WIO REGULAR TRACKS.) Ran 9 I LIFE SAFETY STORLAr PANEL CONSISTS OF 00.19' GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER COMPONENT (D. WET 2 Of DRAWING Srx_r THIS PANEL A](OW' ITSF01 TO BE REMOVED OR INSTALLED FROM THE JOSIDE OF STRUCTURE- J. LIFE 1A11", REQUIRES ICEP IRAC. 10 111- COMPONENT(D& 9OTYOL0 TVAC.. TO B Cop."E f. PER SHEET 2 OF IN'S DRAWING. 0 I;y . ........ COMPONENT E INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTONS 16 Y IN 'IENS, 0 2 ON INIS SHEET. AS WELL AS D"AA.S 16 2 ON SHUT 14 FLORIDA BUILDING CODE (HIgH Velocity Hurricane Zone) 4. Mtn LENGlH fOR CDMTPONCNTjDr, 15' , z . NO. Mo. ANCHOR SPACING FOR COMPONEN74DANCHORAGE AT sor-om as GIVEN off IF 20 GAGE GALVANIZED BEFELLSTORM PANEL SCHEDULES 6& 2 SHEET 14 COMPONENT MAY' BE PERMANENT OR RTEMOVABJE. _DR- !�_ _ to 7- - -7 GLOBALPRODUCTS, LLC. 5 SEE GETAKS FOR INSTALLATION INTO WOOD FRAME RIALDINDS ON SHEET 15, PROTECTION MEC '7- -INC. LOT syrw it SEE SHRI A FOR DETAIL APPOCABILt TO Tilt NECESSITY FOR THE INSTALLATION OF -I For- & E- OPAL n 33314 F. (l.wee-v 20-176 S PACERT$ AT TRACKS INSTALLED ADJACENT AND BEYOND 10 STUCCO/Woos BANDS PC SLN./90IMIIPw/pAR 'Aft= A 10 . 5/11, low slum BUD" W/ M5TALLA TJ_QN._.QLE1A1a._fQR EGUIPAR PANELS4,,J� & A _. ss v 5 0 a 1/.- 0 C " PANIEL UENC116 UP m O* AND 6 I/e DIC FOR LDc1HF$ VP 10 if-S' IAN - fl- 10 PANCLAor rjMAFj jo OR PANELMATE PLUS 0 12 '12. 0 C KIWI1 4 PKV,ACHLA 14A.E. Po 1E.4 EPA AA J 3/v 'Ir FIT, 6 e cc EO 3 4WOOD Eul Eat HT,Mw PTauMo PYfOO,%.. HTA",F ALTERNATIVE 1 AUERHATIK-2W MEA t �C�EDON SWEET 6 , ON Mni NUAMAJ ON, FOR jF To wu e 1) "1 PC EO IS Eat 2 EQ Q* Ammon 10 s I fa: "An AH.Pnr A -ss R-59 6-1/e Oc YA1410- IFOOD �n -1 NIXTEARD) MR we LENGTHS UP to V-D" AND 0 I I/.. ox rom LvAc'ms UP To EV-9. M., PLATE OR 01.-10 PAN"MAu :tu..k 0 on MMELNIAM Rus . 12 /3' a AFTS Nt WAVA, IF W .1 ALTERNATIVE 4W w,' THREADED nmrmTlm At OF ENTITANTO *ODD -11 10A A, SCALE SCAJ ),'P ALL 1 04114 UP TO a' r IFP, NATIVE WOOD IPME Dm -MISIALLAIM u UT M G INSTALLATION ALTERNATIVE CON S & NOT I, SNUTTIR IWK� a N67 -OpH FELL (,IApn SCALE 3111� 3/8-1 1. INSTALLATIONS ARE ONLYVALID FOR BUI1LD4NCS WITH &S.0 DESIGN LOADS UP TO .5511, - 72,OPSF AND PANEL'S LENGTH UP TO 8'-S' EN S, FLORIDA BUILDING CODE (H;gh Velo.ivy Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO Of SOUTHERN PINE NO. 2, W/ WCInC DEINSJFY OF 055 OR FOUAL 20 GAGE GALVANIZED STEEL STORM PANEL ED F - GLOBAL PROTECTION PRODUCTS,, , Rom lox sloudWISTMN-DE-SILLT IIEV'. Am 5* $1 STREET TOP & BOTTOM MOUN71NGS BE CAN COMBINED IN ANY WAY TO SUIT ANY E. PV t,:: - , "M'"' "P ITS 20-176 INSTALLATION 94, ANALVIT14 A CA ELE0 Jr..'t I - ", I - -`r IV-0. I STUDS a EVERY OVERIJLP TO MID PAbIEL lftt A-Liq i 10113,1 1 1 1 l* (lYm) I'., SEE SEE INTEROR PANEL N!7=1PA.._' J)ULI #I KHMUTTLE 01 - 3 WIWOR elf. FOR V. L OR 05-' -AKCHOR ANENOTE • OF? OftcT MOUNT 5PACAN4 SPACING DETAIL J,.: WALL MOUN H9. INSTALLATION --(APPLICABLE -Tg--5LRED=--t) SCAT[ 3/16. - I - CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT,_8_ FO l-N5TAUAIM.$--iN-IQ-OhOElf--&--QgHOETE B=K-STRUCTURES scKovu-t-I ft. vv&.MOUNT, ComorTod, Toe & BOTTQM W. L'u- A, 3-!, 2, rclblALTERNATE AT END PAWL STvOs 9 EVERY 'ell - LOCATION -LAP (.12 '/2�, 0 C) 10 MOLD FARE 5/6* - (CASK. ) I 3' win (CAM 0), F* OR SILL 6 111a INTERIOR PANEL N� END PANEL SCHEDULE -f SCHEDULE 3" 02 FOR - 02 FOR 3* AAA ANCHOR ANCWJP SPACING SPACING SCALE: 3/46' - I' MAXtMA&A_A.S,D, DESIGN PRESSUR.E--RAIUi".s}fI-Atia-(,;-QMF-5PQN.DIN-Q MAXIMUMPANELLENGTH -L- SCHEQ= 161"FUC&L.L. imloilum &SA I Upcon OF INIA-0010 I CALF- A-MELEAKFE FEMALE 0 A L 0 DUCH a mAxmim PANEL V430 FEE m -, To70 ODWRETE to I a 'MC*M To CONCRETE CONCRETE .KSS '01 " LENGTH 1' (11.1 IMTAKI MCK ITT CO.DRETE SLOE. L= Or TMwY N/A N/A N/A 6. NIP, 6- I k I (TOP) .55o, - 710 Tr 9* 9- 1 9' 9" 9' 1 (BOTTOM) 3-0 OR LESS 5' /A N/A 11' �A 1 & 0 I v T. - .5'-0" To 456 0 - 720 6' N/A A 117A F NjA N/A rO' I N/A I & 2 (TOP) -,F-oZ--, - . IF- T-9;_T7S- Fs. 1, MX1. ALE107014-ti, LJ)_ - wr J. APOOKKU. "D oft" PRMSM RATING -.9 1 WERE 0 VIFAPA EFOA TOP OF .01) TAPOON CWIN CASE 1 (01,10 0 IN, FINAA TOP OF ANXI) APPLICABLE TO SECTIONS 0 & *YCCTIO BFWATID• Of THEM MAXIMUM PANCI. LENGTH "J_' (ft.) C21!IDE CONOREIL iD C A49.2 -Of 5 5" 4 1/2- 4 1/2' 2 (BOTTOM) 7'-6' OR LESS 4520 -040 1. 1. 4' 4 2 (BoTtom) 11-6, OR LESS +550 -72,0 2 1/2' 2 1/11* 4. 3 112- _2 (BOTTOM) 7--4- OR 1554 -72.0 2 1/2 L_ 2 1/2- N/A BOTTOM, 2 (80 761 TO W-01 1+55.0 -72.01 N/A N/A HA __.jL �v r 2 (Borrow) -11 "' PARD'E1*c . AP ! F-e SEE SHVEI 16 IOR MORY4 TYPE P SPAt.1140 MR AnTALLAnntiS INTO YNOOD FIT" 8,"Ra MMILAA ANCNOP WAlT1 ANO UPPAIN EM fRATtANC( ARE lNINTA710 Or1 THK NCH MIL rO E U IISS H_ .10CAIEU ON SCHEDULE AMC[ ANC.OR VACINO 91 rH,n nP%,. vw %NOATl ON SCMOLJLL Of THE FOU,UPONG FACIORS FORT INK OFEUTIOh TO fK NOSSAFFE 0E%ZUD SPACING OFITAIMM. USING FACTOR BNYL NOT BE LESS THAJA F&APAII JEWNc n,O!bkrT0 ,OR LAO' ANCNOk rYPC AT Wl10113 LEGEND A100140111 TM I/C. I/e. 1/.-. 1/AO =A. -4 Ah MUIT �Immeie immom I-) A. Amft Eft WK FACIOR 2 No, 44167 Pt. 'IIIL/M.WITIMC/MK 20 GAGE GALVANIZED STEEL STORM PANEL oAM•I I ON PRODUCTS LLC. GLOBAL PROTECTION e1lOAR' la IL ECO... Iwo 1* 51 It"I lTirio 6""�i4 DA14t, 111- ""31. S Al� AAA= NE AP TANOAAL TAX ITTIN)MR..rall? 20-176 -1 (RIFT Oftenvi PP A MAXIMMAL&U-M.10-FRESSURE RATING.-IRA.Q. AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR_-S.TQRM__FAN ELAS dE 14 INSTALLATW_� JRT.Q_EXjUjN"ffQRETE & NAULT-E- M (VALID ONLY FOR PANELS 106 WITISTALUMONS AS PER SECTIONS I THERE 10. ON SHEETS 4. 5 A 6) WAINKAM ANON WAC1ND "M ILO - 3 'Ir - AS D. oEs1cN 17000N c; LAW-Ksw- �Eil� I-ANIMUMAITE PM II1QUa SO - A`F`-"`D" To C' sc FONS IF 4 NAP.U. _r, Pmluw t_P;;i� 7�__ _... - To I. aa`��T If. - To to oomcom comORETTE CONITRITTE collimm coNCRE11 To `10 'a COWACtE rI> co"CRETE AN, CONFINA"m OF THE. LINOIS %, ITT BUDINK BLOCK M." fleo� suac. BLOCK a' N/A N/A N/A 1. 141A 6' 6- N/A N/A I (TOP) 4- N/A A/A 1. N/A N/A I (Boar�mm) 1. N/A N/A N/A 1. N/A N/A N/A NIA N/A 2 (top) 1. N/A N/A N/A I. N/A 5. 5. N/A N/A N/A 2 (Borrow) ,55.5. -710 N/A WA N/A N/A s' N/A 11, NIA N/A N/A 3 & 4 (TOP) >7'-6" TO W-81 OR LESS 4" N/A N/A 6, 6' 8' 61 . ..... 9" N/A N/A 3 (Borrom) N/A N/A N/A I" N/A FIT. N/A 1. N/A N/A N/A 7 (lop) a" 4- A 1. N/A N/A N/A 12 1/2" 6 1/4- $2 1/2' a T14- a 1/4, • 6 1/4, a 1/4- N/A J N/A .500. -53.31 N/A N/A 12 1/2- 6 114- 12 1/2- 6 1/4- 6 1/4" 1 1 0 1/4' 6 1/4- N/A N/A E. (TOTP/80110N) I'-R- 11 If -2' .55, D. -7270 N/A N/A 6 1/4- N/A & 1/4- N/A 6 1/1* 6 6 T/4" 6 1,4" N/A NIA 6 (TOP/60111 ) 11'-a* '10 11'-2' +43.15. -48 0 NJA _!/A I�A NJA N/A N/A N/A N/A N/A N/A N/A N/A A N/A 6 1/4' 1 4 6 1/4- 1. 6 1/4*, 6 1/4- 6 1/4' 5 1/.- 91. 9. 10 (TOP) a (BOTTOM) OR LESS _AT_ 12'-A" OR LESS A. N/A NIA N/A N/A N/A N/A 6, - 9' 9 (Borrow) - N/A NJA JA N/A N/A N/A N/A I N/A 6 t /A' 1 6 1/4' 1 .6 1/4` 6 1/4' 10 (BOTTOM) SIDE SHEETS 10. 11 AND 12 /OR EO`oP!i Im a GPR:Alc FOR IEWNLATTS NATO WOW 7"Al PALOM ANNAMUM AW-40N STARCINGS MV WAIALAI EM DrEJANOf ARE I.DCATTO ON YES SCHEDULE M" "A "S" YMAN NREDUCEM YED ON SCHEDULE REDUCE CHOF MANTOwn Ory W11ILYING, SPArnF. SHOWN ON SCHEDULE Vy IPA FOLLOWING FACTORS, FOR rllq OfERATlDN TO WE POSM.f. REDUCED SPACING OTINNED 0!iWO 'ACT0. SHALL NOT BE LEss %PAN W WMUV %PKINc IMIICATED FOR FACN ANCHOR TYPI! At ANC.ORS LCOEND Ile. 1/4. /e. /e. mom TIN W-cm a %RA�vfvs PAAMAAA ANNIft-ET CALK- 110.0-al 10A. KROHN fACiq P") RUAMANI OOK m on mmm ►A,C T 0 A Fa A, \\CENS' -A No. - 14167 T "Wljollp CST I r_. , 111 _2 :1 clo c_.j -m M LA_ CN cz C14 W E 3: w CIA IP W GUE In CL E C= a 0 -A- CJ IFICTIO 20 GAGE GALVANIZED STEEL STORM PANEL 11LIECOINC GLOBAL PROTECTION PRODUCTS, LLC. fto�A.t ATRAO S. �l SINEF, NO * �.Gdfjeij Own.-HAO - I.0--un ry PHONE (05. 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N.', REOUWED WOUR EU REWIRED •EOLXRC'I 1YALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SECj(Om ,U SECTION 4A SECTION 48 0 REGULAR PANEL 2 LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANE SCALE 3/0'-1" SIRE 3/8• Sc.ALT 3/8- SCALE 3/9'-•' XL - I9 a m FOR ANEAWI6 TWI a W. Fa INEI rmlNE INTO wm rw.NME ..l ANCYI/ HDA WA:IG5 AND .."A- tocc DrsTucc AA1 .W1sATlro O+ 1r.s SCHEDULE FGR FD LESS THAN INOIATED OI PU,n ANCHOR SPI ..To KE ..G 9Y IN TI FOL OPIN.1K: YfiRN TIN "c1WnUlf er vi iIK.To K SSAKI5 FOR E0 D1a ONIJm 0'0 K ,OTSRAF. RCR SHALL WALESS rTHAN 14 VUM FACING SHALL Ell lo LESS TWIN YINAIY SPACING T,K ,SCHEM TOR u1P+ ANCIWR rM ON TrA4 SOHKDIII[ AEOQI In )/''• .,ram,., -- �- •mm.4.no R..I4Yl iyy,-y p,) --- � ---- ----� - AtIR� V � KICIOR 1 1/1' � ] /F• -A• -.,-____ I I ... __ _. _ Y2 . ,ae -. yQ,.-' EN SF 4 mo26 TNTTct. I`C 1 No. *'. * • T TE OF" r _____-. 0�'• t "' ILTTCOENt Ot ., R "llr 1 PIR NAVj, ,1P _ L )L a oPI.H. r/44N. N111NHk r S .w./%.,-7z. _...-. •..:-OOOe71 I .. RIDA BUILDING CODE (High Velocity Hurricane Zon 20 GAGE GALVANIZED STEEL STORM PANEL - �� oAw,.1 a. ------- I ---.__ .OBAL PROTECTION PRODUCTS, U.C.T C. /w 7 4e00 So a, sm, DowE, n 'C""."KAa. (13.Ww-75W6, rA. C,S.)ew-N,n 20-178 T -nr'_----r.- r_-._ _ oAWWI w L�I�FE 5A�F�EET�Y� STORM PANLL SYSTEM !N TS ALLAT_EON _DETAIL $ F��EQE&/f��R�yT�I�OTN1�./ E__F�/Q�fR� tNT_SL E_XlSTil�Y_7iV YJL� TRUCTURES I 1/1 a tA, 0 6 O.L. T T I I I TAPCDN O B O.C. u W/7 t/ 2' MIN iHNHACD I IT'//f 1/2• ELM. THREADED I P(_IK,T IION A) WOM PEIIETRIIRON AT WOOtI HEADER HEADER 1 NyI , _> ( � I I YpR. w,. _ r1 MOW HEA(RN R WOOD IIF/.DE R 'I F^ 1 - u I, -4.n FO,R . REOUR/.D [ir L__ 1 _ I- I I % T 3 i I (. V I W. APMATb1 ' 1. QUIP I - (SCE 504MW - EXIS O. WET1 Ie) I = � W. Sff`__ uP. 1 LENGTHPoNEL 'L' Ma, ro was ._. E SCHEDULE . PANES LENGTH aax E ( (SEE NOTE I BELENA) /.. ... --,._ 1 I, I _ISH ._.. . ---I NOTE BELOW) '! ... i I... .'. ;i, .. WING N�/32 :. I .,.. I._ , , I � 4 I.. I I .: __ 1 I-. ' ( i'. 1,3 ... I-1 .. ; E6 ,' .I 2-.A• WOW PLAII 7/8'.. 3/37- ,PING NLII 2'.4' WOOD PIATL '10./ . 3/32' WINO NUT I REOUMD WASHER 0 6 I/4. OC RFOLNAEO WASHER • (BEYOND) 1 114-10 PANEUMIE PLUS ill -TO PNAFLMAIE PLUS I e 6 1/4' OC. W/I i/e' • 6 l; a• oc w , i/W THREADED NM. NL1RAli0N MN. THREADED RCW AT MIDW07N a' PLATE + AT NIDWIOIH OF PLATE ; WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALIERNATIVE-$eta 01.IHIIaNN...... ALTERNATIVE BBW O REGULAR PANEL a "', V, N!..!�(17N*L .9-inPANE] •''9 iCAI.E .3/8•-1` $ p"',LENS 5cALE 3/8--I- ? 1Y•: �,. F FLORIDA BUILDING CODE High Velocity Hurricane Zone) NQlLS n'a0' r'G 20 GAGE GALVANIZED STEEL STORY PANEL';,HAL:. NF *z_'JA]0 ARE IH$tAL1AfWNS ARF DIAY vAI10 TOR BULDINGS WIT•. ASU. DESIGN l0A(1$ -UP *. _ ___L-� --"--'-._.__.�.. TO 4tION 1'SF AID PANG L'S LENGTH UP iC B'-e' p1M/w-7 Oa HEIR woo0 FLAME DGN Tt GTQN: W3Go ucuBERs ro BE SOUtHFRN = 0 ---�''�,�,�} \ GLOBALPROTECTION PRODUCTS, LLC. o"nRNF ':�G „e.' E C O INC. O �SM. 51 S1RU'l Nff 2. W SPECIFIC DFJdm M 0.55 OR FOUAL / 'LF•IlUJ TE6'r No . m N�.." oWAE rL ) 3 /;F,e.IwoNc. 1.5.)ee6-)a.s. rAll L95.Me•rnr 20-f 76 ,r .+.. 10, •••_"P r. Irl .n-,uy" = OR IIILIIII"T WAL/SFGMI,I!/GR G-QV6T,9 - DRAWN,-- ,. No;". . ..APIe.-'-.R.7 w.w RF.r.,. ..I L. rMrrn A 6u r.1ot --• L __ ___ __ _ -_ -- -__ eF.Xt r a s X/24 a ISQ NOTT I KI #I..,' S.YT V/24 4' '24 _ 4 W/ aR "ro ®• (SEE "m 2 BELOW) • EACH M FOR DD11GE7C Axt-o . SU rm Or 1-Ma 5C11tD11 LEE !CL'170WS a"Z ON`SHEET 2S SCPFW.-_-.-- . o . 1- W.I' m. a 2 - PANEL n) I,2• l J2• 1--* �71i r_ I I •l . I No will) ` tm,tlple Iwni... (MtWO� 7�wIFL) �ISFT RtNBU r'T 9n Y •L• "DIE 2. 0. 4 NtaR i awe Pon) II i I f I 1 m Rai[ I, 3, KDAN I�p yP' I 'ICIr ", .I..,L. . ._ • ''.•. _ _ L_ �.. .f..,. _. _ l.. ,W/ Y/6 :.3 Ins / 'il I 1. • •I ]Ill Ii 1 ! MIT NOTE 4 =.M L._ BQ r i1. , ei FOR CONCRETE AMOIORS: SEE Bnow .M. 1. Mn---StrlOaS ON SNIT Y6 TOR Mu00 A'etEr 1. 13IN SI � 3 SEE 9F'CTON" ON AIF[' to U OR "/ DR r/L'1® 07 - • LAST PANEL 10 BE INSTALAEO AT iFICJ. TYPICAL ELEVATION FORS �FSrAfS OPENING ALWAYS K PICA mfI W ,�_l XYY REM HINGE 10 FACILITATE BATAII E-Z HANG STORM PANEL ( SYSTEM " NrFNxD to et RSTAtED reDY INTO% OF S•RULTLIRE 60NE 3/3z- - ,- ,i.' Yo. CM -,/.' W. W lJ ,-7t`0-9)W/ DR w/o ©. (D SECTION A -A INALE 3/32• - I• !(Q)ES._ (1). OCf"71I Uf' 5EOLS. ZWO F - 7 HAND STORM PANEL SYSTEM CONSISTING OF PANEL C" TRACKS TOP a BOTTOM. (2) D PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK 07HERWSE A STOP BAR 6 SHOE BE PROVIDED AT Top 01 SUCH PANELS (3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST Of 1/4•0-20.3/s• A.S. W/ 7/8•Pr3/32• WINO NOT OR 1/4%3/4• Mln THUMBSCREW ulf0 TAPPEp BOt10M TRACK LOGTION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL (4). N CASE THAI ENO PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (I.e A STOP BAR IS ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACx USING SPECS IEgE.AT ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS to BOTTOM TRACK MAY OCCUR Al ANY PANEL LOCATION (5) SEE SECTION 1', 3• a 4. ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25, _ 3' W4. 2'/24 1'/2411, a P(1Rn REyEL .�1(9a Non 3 en arl 17 w✓,- CONCRETE ANCHORS ETM.1 3_ Yo• 1 - _ ._(SEE SOEDu1A OR eIIT 35 •I V YIN fIr GC,r . a (�j -..ur_ i "I.. _.� I.I-l. 'T-rC (aideD�1 6w(i) Y T(BtTE3aoTi�viu "no �»laiil w Y •L 9EET�f 4,,•DEi 4 I I I . IF ll j tl I II l 1..� 1. _._ 1 l_ 1. i .e 6,,R/ I M if ] 11 ,1-�,�I-jjjj-�-�.1-1��j ram.-_��5.. PNLn1MTE VIP) MAY ID nOt ,n, .2 , ,. _..© ffATFRNA,E 6-trT N �1 EEF,II - - Ai f,ID PANELS) 1NfER(HR PAIEA3___-15•. _.--.. - " IAET PA"Et Ri TO YC INSTALLED Al F1ir1 TYPICAL ELEVA aPoeK 5"AT AIWAYS a<,"IOLAOCD w/ �'�/t AF �FAp ('� (A(y/t KIIR II1:v 10 rKKrtME MSTAMAT117N LLI[Ll_i.3[ll-.W IU__L m ♦ EOENpfD TO BE INSTw FO FROM E-Z HANG STORM PANELy SYSTEM Mat G) iA°1KA111E - r".• - IMP 114 �... GAP -I - `T B l/ :IONSECTION B--1 END IA 1 LINO .AREAS) MW WALE 3/32• - (1) DEFINITION OF SEINES -1004 E - Z HANG STORM PANEL SYSTEM CONSISTING. OF PANEL rC TRACKS AT TOP a PANELL AYE PLUS OR 1S' CONC T BOTTOM W/ PANELALATES. (2) END PANELS SHALL ALWAYS BE C O N N EC TEp TO EXI,QiNC S1EL WALE BY MEANS OF PµEUMTES CAFE IF I15E13 N71Y w/ 15' LONG (i2 )/ TRACK AT BOTTOM. END PµE IS SHALL BE CONNECTED TO W/ 1�4Y-20x3/1 S. W/ 7/ ' ,3/32' I DUNG NLII OR 1/:e-2oA3 Miw. HUN9SCRE"' INTO TAP CO �( XCCFR A5 DESCRIBED ON NOTE (3) ELMY) I (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS' LONG �(p AT (rOM 80T ENO PANELS ARC NOT CONNECTED TO BOTTOM TRACK < . F1 SIDP BARB, SHALE BC PROVIDED AT Top OF SUCH PANELS (4). FOR 116TALIAIKI4t WHEN END OF AND INTERIOR PANELS ARE DIRECTLY MOUNTED 10 EXISTING SILL WALL B�MEANS OF PµEUA11E5. ONE INTERIOR PANEL MAY BE USED 101NTLY W/ TRACK (2) AT BOTTOM ATTACNY)G DOI TRACK TO WALL W/ TWO PWFLMATES FOLLOWING SPACING SOWN ON ELATION AND W/ 3 T/2• tan NEDOFEED to BE DISTANCE FOP THIS OASC INTCMOR PANEL USED .HONt[v WZ (2) 08E$ NOT NEED TO 8E CONNECTED TO (T2Fi) Ry ANr YFANS TRACK (2�TCR9HAL1. BE MSTNIEO SLKJI THAT ADJACENT PANELS I. F IFFt a RANT SIDE 0f OR PWO) HAVT: 14t, I= OVERLAPS RETAINED 8, '1( FLORIDA BUILDING CODE (High Velocity Hurricane Zone)I rl m n,Etc. ,xc 20 GAGE GALVANIZE D STEEL STORM PANEL Y11`" n� / ---- .a�`' '"' " GLOBAL PROTECTION PRODUCTS. U.C. "'.11 2e , , " �/% IILIECOENT: •, bo over, el"'.ZI ` IS Ties N, ANT' ,ErMO coVn r. ,, (_"-»w. F. US.N■A-M., 20-176 t ..-. INN.r,-,sW . 1-1"1-.u1 L_� G_DIXN )Iv rrRr w N., nu,Rna w YA1wOM11IRC/01R wMTEA A ITUT Lo P:C. _ - IKn>3 K r.. Ili -- IN IA1LAllQ.K_D_U&L5_F0R__QPT10N 12FOR LIFE STOR.PANEL SYSTEM lNTS? . X1STiK P4UEiE.Q. -4[lQBEIE_QR__DO_N.QREI"LM__aTRUCTURES .' TAPCGN ANC,cits 1'4' TAPCON ANC4OR5 e 9' D.C. O e• CC 10. r L :In'1 I'll"RC NCNF'F UR .'011"RLIL D 1 GH fIIlr"C', .1.1, RL0'J'RL.1 l NL0 f.r r{ .-j C - ... I w. - _ 11/. ED• ,. .( .. ILLS )y1 COAT ' CpNT 1 W.n NI o I ��P�"�0A •. NJ ��MASS .y 1, Ex16T1IE 0LAs5 1 � � A tAAsa I.. $ • 1 9 I 1 I !I --- -I __ ' Y 1 N - e' }#! 1 �I/.i.Yo. s;r 1 A 1 `P(' .. / 7/WN I ya7 o~ • 1 aKR� 1 ) . I I I I I L 1' IH Ct 6. 11 .D to* ou- J1, 'L .-_ 1 , rl•. ID'f PANELMATE PLUS w/ �1•-,0-. PANEIAUIE R.Us w/ 7/6'P . 3/32• WING NUT WASHER /6'.. 3/12' WING NUT WASHER e a ,/4. O,C. (9EYOND) POURED CONCRETE POUOFD CONCRETE OR CONOREIE BLDCK OR CONOREIT Pupck REOUIRo REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLg110 SECTION SA SECTION 513 4_REGULAR PAN L O LIFE SAFETY PANEL Scmx 3/8-,1- H...,111111N111M,I„' `-ftiC 1, .1 uI SHEET ,e a ]n TON MHCHoAs TYn • '"a101 tIM r� y.E3n ESPACING i0P .KIALLAIONS HMO W000 __ _.___ __.-_.--__FRAME SWMUM RUROINO ANCHOR BATHOS MID YwRIwLEG( DISTANCE ARE 9OKAII D DR Tw6 In WKAw somewo DJ •IOU 4W a._SCHEDULE ]a 'XI CD. " "`e`WAifpOAr EefOwr4 ,iCNIft RcIACE 040R s0% SC 9r ELM F 9THISOAL .- r 1 ) Ai)IIK w 6= IWDIDII W THE MMSPACW19HmW" MCNIft D A THIS Lr1R.110N 10 N IRflRCCt ' BALMI PAOSHALL IO FO LESS THAN 41 W 9N40E INDICATED GLEN ANCHOR TYPE W ?HIS SCMU,L 2 ,/]• ]' - - . , m,OR 5 1/r ____ - - �.�-•..........IV, •11 P•-' \,\CENSF'•-y No.44167 *' ..e SIL115 HAMNF/GTE ti d o . a X.] - Z^ = .D J _ N = . fa to N Y d 3 -a m C- a) CD a)CD C'L' m 3: = . y 4ID } C . In C (10 FLORIDA BUILDING LOR DA BU LD C CODE WlocltY rrlc no (High Nu o 2on* ... TIL'ODI PC 70 URGE GALVANIZED STEEL STORM PANEL � pr - In L E C GLOBAL PROTECTION PRODUCTS, LLC. e' n ]°'o EMS .Roo S. al STREO MOMKIR ul"e-A UI"1 ,.W.. LAIN 4H-Iu, "1orf. (ob-) n 1 .sft . 10310" ( 20-176 W'Rx'"l9 IT dM'. �P' .11N Ml"r. IE Ff .IQ,,I lw GEtlEgpl NOTES VAL10 E-Z WING STORY PANEL SYSTEM I E , OWING NG SLURM PAN(, SHOWN ON IH+S PRODUCT EVALUATION DOCUMENT (P E D) HAS BEEN' VERIFIED FOR COMPLIANCE IN 811 MINIMUM FMBEDMtNI OF TAPCGN µ AND D PANELMAI AIE FEMALE ID a PELN4IE PLUS NOD CONCRETE AN ACCORDCE WITH THE 2020 (71h EDITION') Of THE rLOROA NUlt1XNG CODE BLOCK SHAU. BE 1 1/4- DESIGN WIND LOAM SHAtt BE DETERMINED AS PER SECTION 182OOF THE ABOVE MENTIONED CODE, 82) MINIMUM LINSEDMENT Or 1/4-0 X 7/8- CALK -RA ANCHORS SHALL BE IS 7/9- INtO CONCRETE. FOR A WIND SPEED AS REWIRCO BY INC JURISDICTION WHERE THESE `NUTTERS WILL BE INSTALLED µD NO EMBEDMENT INTO ANY FINISH MATERIAL SHAD. OF PERMITTED FOR A CNR r !TY A 1 - N T EC IOKAL f CTUR Ktl-D.85. USING ASCE 7 � 18 AND PHALLI 0 EXCEED XCCE IMF MAXIMUM AS.D. 0 U ( ) LNG 9. 10 DOLTS USED SHALL 8E LONG ENOIIGH(SNOlN.O ANY FINISH MATERIAL EXIST) 10 DESIGN pRtS6UPT: RATINGS INDICATED TED ON SHEETS 29 26. ENGAGE 3/1'' INTO ANCHORS. INTO IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FINSI REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO 93) IN CASE TAT PRECAST SIONI. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAX. (AS DI DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 AT 26, ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUr11 PµF15. ANCHORAGE SHALL 8f AS MENTIONED IN B.1) AND IN 8.2). R P N ORDER '0 MERRY TNAI COMPONENTS µ0 N THI AS TES R 1 R t E 0 S E STRESS CS C, WERE NO OVER STRESSED, A 3.]x INCREASE A UN ALLOWABLE STRESS FOR WINO LOADS WAS NaBQE VSfU IN THEIR ANN.V$,$ fA$ICNFRS SPACING TO WOOD HAS REfN USED DETERMINED IN ACCORDANCE WITH 11.0E 201S (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMNENDAUONS AND SPECIFICATION$ OF THE ANCHOR'S MANUFACTURER, STOW PANEL'S ADCO'UACY Fpt IMPACT AND FATIGUE RESISTANCE I05 BEEN VERIFIED w ACCORDANCE WITH SECTION 1626 OF TNT ABOVE MENrIONED CODE AS PIA rENrSTRAION TESTING LABORATORY.:NC REPORT / 2032. AS PROTOCOLS TAS-201, 11 It SHALL BE THE RESPONSIBILitY Of "HE CONTRACTOR TO VERIFY THE SOUNI Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SNUfTCN SHALL ONLY BE ATTACHED TO CONCRETE. B10Cx 2 THIS SYSTEM HAS BEEN DESIGNED 70 BE WISIALLEC ON THE O1ITSOC OfTHE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS INSIDE W/O THE ,NSF OF A LADDER DR LR•T THIS APPLICATION IS VN HO WHEN INSTALUTIOH IS INTENDED TO BC PERFORMED 12 TINE INSTALLATION CONTRACTOR I$ TO SFAL./CAL.'IK All SHUTTER COMPONENT EDGES WHICH REMAN IN CONTNUDL'S FROM THE INSIDE Of STRUCTURE. CONTAC( WITH THE BUILDING 10 PREVENT WNO/RAN INTRUSION GUIX AND SEA SHUTTER TRACKS AU ARILND FULL Lr?I T SERIES 1 T T S ES 000 Pf5 ALA ION IS APPLICABLE i0 SINGLE A DOUBLE H TI WIN I. IIC.ABL LL rIU 0(k Bt HUM _YLC WINDOWS WHEN HSTN CATION IS tl RL LU 1'.` ! QLi1R PERFORMED FROM THE INSIDE Of STRUCTURE 13 STORM PANEL INSTALLATION SHALL CUMPTY WAIN SPECS INDICATED N THIS DRAWING rLUS ANY BUILDING AND ZONING r RE aU1 LIONS PROV1OfP. II ITT 1 P IN ,THE J1 SD Il1N WHE1K FRYR IS APPII 10 IC G A , SEINES 1 INSTALLATION 1 µ, TA OW NSIALIA IOH/ IS AP 0 SINGLE µD DOUBLE HUNG 0 10R110N FRS $ WNN WREN N5TALU*10N 15 REQUIRED TO tx' PERFORMED FROM THE INSIDE Of STRUCTURE 14 ATRIUM WINDOWSAND DOORS, NNE. E - Z HANG STORM PANEL SYSTEM'' IS PA7DR PFIOBq 5. ALL ALUMINUM FrIRUSbNS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OINEPW.SE NOTED) IS I.) THIS PRODUCT CVALLMITION DOCUMENT (PE.O.) PREPARED BY THIS ENGINEER IS GENERIC' AN[)DOES NOT PWMnf NFORMATION FOR A SITE SPECIFIC PR ECt; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM INC PTO S. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY (6) CONTRACTOR '0 BE RE.SPONSIBtE FOR THE SLLLCTION• PURCHASE AND INSTALLATION INCLUDING LITE SAFETY 01' 7- ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTV STEEL ASIM A-853 GRAD,- SO Min., QALVANUED STEEL TH45 PRODUCT BASED ON THIS PLO PRLMDEO HE/SHE DOES NOT DEVIATE FROM tHF CONDITIONS DETAILED ON DESIGNATION W/ry- 58.5 "I (AFTER ROLIFO). THIS DOCUMENT CONSTRUCTION SAFETT AT SITE IS THE CONTTtACTOP'S RESPONSiMUTY. 8 ALL SCREWS TO BE STAINLESS STEEL 304 CIR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON SIf LI. AS PER DIN (r) THIS PROLM1 LVALUA710/1 DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 W/ SO No, YIELD STRENGTH µ0 90 We, TENSILE STRENGTH a SHALL COMPLY W/ FLOAMA BUILDING CODE SECTION 2411.5.34 Ia) SITE SPECIFIC PROJECTS SHALL BE PREPARED B,' A ILORDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL P. BOLTS TO B ASiM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. MATH 36 NH MINIMUM VIM STRENGTH BECOME INC ENGINEER Of RECORD CCOR.) FOR THE PROJECT AND WINO WILL BE RESPONSIBLE %OR tHE PRWEP USE OF ME PLO. fNCUNEFR OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENEJNEER SHALL 10 ANCHORS `O WALL SHALL BE AS FOLLOWS SUBMIT TO iNiS UTTLR THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) ID_iYLT(N;_PQURf.D..GGUi.BETE e THIS P 5 E.D. SHALL BEAR THE GATE µ OR IAA µ A THE () D O SEAL G SIGNATURE OF E PROFESSIONAL ENGINEER OF - 1/4•0 TAPCGN ANCHORS AS MANUFACTURED BY ITW. BLALDEX. INC (URN rc-3192 Ps.) RECORD THAT PREPARED IT - 1/•' W X 7/8' CALK -IN ANCHORS. AS MANUrACIUPEO BY DCWAT INC (MIN. CSEEK) III—) .e STONY PANEL MANUFACTURER'S LABEL 94ALI BE LOCATED ON A READILY V1SI9,F LOCATION AT STORM PANEL. IN - /14-ID PAWILMATE rEMALE ID A PANE_MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRG,GiwTS ACCORDANCE WITH SECTION 1709.0.3 OF FLORIDA BUILINNC CODE ONE IA9EL SHALL BE PLACED FOR EVERY OPENING (1'C-33W P..I) IABELINC TO COMPLY WITH SECTION 17099.2 Of THE FLORIDA 1111ILDIM; CODE AI) MINIMUM EMBEDMENT OF TAPrAL .ON ANCHORS N10 POURED CONCRETt SHALL BE 1 3/4• AND 2• FOR PµELMA1E FEMALE 0 a PAN CRATE PLVS. A2) MINIMUM EMBEDMENT Or 1/4'e X 7/8- CALK-N ANCHORS SHALL BE IS 1/0" INTO CONCRETE. NO EMBEDMENT INTO ANY FUN MATERIAL SHALL BE PERMITTED 1/4' 0-20 SS SOEWAU( BOLTS USED SHALL BE LONG ENOLJCH(SHOULD ANY FINISH MATERIAL EXISY) TO ENLACE 3/: INTO ANCHORS, A„;111111 P"�tR A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ME EXISTING WALL OR - '' �- , se BE AS MENTINEO IN A 1) AND IN A.2). '' 'D N0.*4167 (0)TA7LHQ.CM&RET[._eLQ Nh. i*: *= -- 1/4- P TAPCGN ANCHORS AS MANUFACTURED BY ITW RUR.00X. TNC L •'' FLORIDA BUILDING CODE (H(h Vsioclly Nut icon* Zone) - 1/4' X 7/8' CALK -IN ANCHORS. AS MNUFACTURTD Of DEWALT INC (I'm-1500 poi ) O •. R . .' .]02o R.,fco. „c FP 20 GAGE GALVANIZED STEEL STORM PANEL A- 10A O µD PWCLMTT PLOT ANCHORS, AS MµvFAC7UR© BY ElCO CONSTRUCTION ICY.}��•I+'�}Q,Ti11j'P��t�' QMRII n - PRODUCTS (rN 2TL FEMALE -- PRDOUEIs (I'm-7071 -ROTE-ON P.L.) p■.L) - f f(1N AL =T A. /,' �_� `R- P i% Y#Of I "" 1 EI C O its GLOBAL PROTECTION PRODUCTS. LLC. P'L //.Wlo ITT 51 CRUET - TR.L : ".e ei-fIw�wclbHG -C' (MAIL Ft w,• 20-175 ,/ s 4«4ra PHrs (N.Iew- It FAN (erwm on, IN-.. (1W "�,a r. M.H .r ILA, _ __. GAAeAO w PL W.N/sar,Qe/GR GN0.71. -It' A NUT r.. P.1 GRAM ..TAT _ Loom II w n INSTALLATION DETAILS FOR SEKE5 2000 AND 10QQ E-Z _H NNS__STORM PANEL 1' INTO POUR _QN�RETE OR-�QNCRETE BLOCK ��,) N•WIMTr ARdUrt N9 PKAOM 11P11MIR , L S 1rt .rMmI,LY DR-. _�(D L:.1 Dirt A - - e.W I WICVNNUi -, _. (,.-. _ i°Uwrt�I" i ° 4 Er ••- , s ,xr m) '. ,�/ TNT W.)uwAf dMil)D v .aFRp m.laWn L A(c,L,, ,' Ix. •xr, a) s•s 1 a •,In .) r 11 ..1 5) n.Ary � _ - . . - wPoawp aw,I \ ' �;F s�+9S - I - -111.1 o e d ` .faIPR� - -- 4 -.\ 11 a nl)ii I •r 7 I %,wOR)n `� 'iaMir �I'Ae11p:; _" 'rwa ."' o"Ke i I - I m'-) i onNL I A I I- 1 Inw Me.1 _ \C/iiI; 'r__(5i) _L1 I I v,rAHI, ,cP 1_ El I -1-� I ' IA I PW`i`H�° I �a :i+n 1 I . 'L I IH .Y !_ __Ti 1 "' Nn o w oc i s I i. 1 A 1 i 1 [y,' �� 0011 i1 I $ I O I 1 ---f. T 1 1 1 W, _K"j P 1 RL Wiumixt i a A 10 I IL OW 1M [i I I C 1 eN 4RR PA I _- W SIT SCrRWIf , S,• I ',Y:L 11 I`r AMIMifyl I �fKe� �' III-- FOR _� MTON I ,/.y'GeR-L!�h3/i .Q3 ON SHEET 9E I 1 .Y-I6W.• tp, I-MII - $coPFPYIS,PON I TRe11W Yll O LIME/ 1 10 OAR I ) :W]/y i to DINS I 7bY.3/]1R x : FSAw. 1DFMrq" ,1,� r faR'A r A 1 r0 QA� 1 Ly E/ i I[VERY 01I•R,A I I IYO p[ tAR N� i m au6s. ./' --. i b I I C E 1 I 1' PV, o.011p 1 E G 1 j} I ) -. 4.. 1 1 4 I I G3 I I I I I I t-- - i MY I 'T ( i II/.,.-Ie.7/•' Yf I X7 R � _ 1 I 4 iI 1 I R fl I lW/ ,/R•.a/7o' „ITW 1R ,. /' . ,•..;� I II111�MWI " I i I I IRln a ,rY er ^ 3 p Y 3 w. i , �� 9IIIw i 1 I I 8¢ 7 I c r i• I(r. rn.13 I I ¢¢iI. I 6 Lamm 0f / " ` II�ppMt I - : _ � . Cori AEM la � .�. _...� It 1 I `T✓1 FgRlm _- v OARED I1. W _ _ I 1 ._-T 1.-IC P�.M rt _ I _. .' !•'1/.waa.3/.• YE 1/•"Milo .• "w• Ya 1NIN in' orf"iI,'n, I. I ODUAR, e•-- r/ TAT•w3/sr wRo �yppKK I. I •a ,• MIL.- .e r/rn «vn• . / >/r^W/A•,n1p RN n )A) 0.110Rif M)1. ,/.YI-m)/I' .lOAmp / _-.__._.. � x�W ,« Iyy.. / WU, ell 1."AWWWRIPAn-""Re' t0 [0 R[61u® /• IMANeGI[r CON pd1oK�[ IRO7 V / J/ !.4 ,- F/3r � 9P4!AINW WIdRR A.._/ WaN , C6N1(r` _ _ m9E IF wn- w Im n)` (Zl i =Norm�I / +-,!n .moral) a u L s) -�g) • Ir ec W�L JJ lNTING INST. WALL AND-DL$ _.MOUNTING INST. . Wvr „) yA SECTION 2' FLOOR TO CEILING MOUNTING INST BUILT) -OUT MOUNTING INST. sarE 3/e-•- SECTION 1' - 0 /8. B SECTION 3' SECTION 4' __ PIE! ��•' \ wa1. SCALE 3/a-" IXhr 1,)A-•• PYAl ALOVALMEN16 I„It T (D I YE .FiiCF I �r�s o, AIR A .o1v As +s 4auu,mHINN 'RATINIIw �11 i -} 4 w wR • f " ® A..T)�i/l✓.,. 0M �irE: L - 5r.as a A WT I3 +y>�1 _E '-� /�B;J I{ L\LENS•'' yc l2yse.3fi lc''.. 3..i1. 6t( TDB) Li°T2 r6e m'A".'x" D, .F,-"DDT II. Nn. 44167 j - )oP A 6oTrw uoLwr+L� uFl a FLORIDA BUILDING CODE (High Veloc[ly N...icon* Zone) - - Q II Eo.wLm r .wT ar ro avr Mrr - Fmm N.M. rc c ro' N6 AUAIIDN STATE OF ;,Qw ZO GAGE GALVANIZED STEEL STORM PANEL oA4n, a 90 '• F _ iDETAIL I-- TL1 .IJOr riAK[ --- VLEW Y nu ggmx o. `- F "SI -•'' i`" I L E C O GLOBAL PROTECTOR PRODUCTS. LLC. 6'/"n°'° SCALE. I/2' - ,' 9n 75i ,-YIN "RI i ENC ', GR. [.L y� _. �.._ t1;4 IV l �F ,WjF, i"," fILL)I 19-V.M a E"I NO A"r .Not. rt )If I. fzEl rli-IOU ,•Plr. omAUPT_w�n.r wrDAL'(9e.7wR-)e,61M(E±,TAeY-LIST 2D-E76 Z.W A[ nAI/•AONA+,m[/GTE G-cIIU,T �- +'.. •+1 r eaM.lp w- "Alta A ILLn A. P F - .0 I.... - _ �.._. •lI -• N N C -u _ FU O O U O L L 0 -� O (1)Q (10 70 0- . � U � U) = 0 M 0 (-u -- U) 0 O Q = �_ O V O -F- L-- ELm �(1)(F` b k "W 1 -0 . E_ co (/ .,}a L , W 0) C_ C_ CBBBB"` 1 O 4- 0- - ) Cz 0 I.- V (D W V ) L. 9..0 LLI S Q z Z Q I d SHEET NO. SH 1.2. . . --. _ --- 1 I. MAXIMUM A.S.O. DESIGN PRESSURE RATING (D.s.f.) AND 1 F XI N CORRESPONDING MA_MLY PA EL LENGTH L SCHEDULE FOR SERIES 10 /2000 E-I NANG _TORN PANFL EL (T) SM EY PA•' 4 .Y/uU. _ON T I J-N 1] _- 5 L OP- .. i"AL,A .15�S�L8.� )3RL.. EEt124„ MAXIMUM .SO. OC Mee. P AWWgp1 S(yAgAT10R PANEL A•PIKM,E TD �MPRtD.•f) (SEE= TO 9U59 SECTIONS .ss,0, -753 ?D' OR LESS 2 9/tr -time, eaiFD • 1'• Y. 3', I•W, _ 2YN & 711 .60.0. -T3.5 70' OR LESS 2 7/0' __ I _..... • A' a .IY Y t// 'e- ,' W 1 T AP FDIC • MCA9 TRW 80 d4" PANELS f NONI A ON.RI tr a PANFI LENGTH tA.S.D. I ' IMLM ADE_IGN PR N IMUM ANC R 11a2L ��S,LRE _PERT ►_iG As,f, ANL _CORRiSPQL+Ie._Sr- HO � I Rex SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTUR E A! D - TLC[ OETMAT I _YOKG ONL"IN P_N .. _,. ,_CONS A:- . lA 51LUN1 _L. .I(U S_' SHEET 'F—T t MORI YA7a1DY ANCHGAS 3►AFXG FOR C. G. 3 I/2• w AmilucA•.F IO a50 DESIGN PRESSURE -- T--------- -_..- --_.._--_-- —I S['cno1F6 I a T�� CILK-RI. .PMKUrArc ruw.( Ai PAVLYAMR KU3 ANY WORMING,,, MAIIIWN PANEL RATING ( 6.1,ILOCK12' LENGTH 'L' (NJ To C wxm TO CONCRETEITO TD CONCRETE ro COMG%It N/A 1 12• NIA 12' N/A 12' 1 N/A I- Is 2- (TOP) /1' 3' a TO' 3• 5• 4' 5• 4- ,' (BOTTOM) SERIES 2000 4 - 12' 3' 12- 3' a' 6' B' 6' I (eOTT 1 N .06.0. -75.3 N/A N/A - N/A V / -- N/A -- --. N/A ,- -N/A -- i 1 I /2 11 7 (BOTTOM) 70' OR LESS T NIA a 1/2• N/A 4 I/T N/A a I/2' N/A 3- (TOP) 12' N/A I2' NIA -..9 1/2' N/A 9 1/I' N/A 3' (90Ti0M1 1I' N/� N/A 12• N/A -II--11 N A1 4' TOP ,2' 6- 12• I 9 1/2- 12• it' 1 12' 1 ,I• i 4' (BOTTOM) • r A S D DES" PRESSURE IF LIMITED To 66 0 D SURE gA11NG W SEE SHEET 26 "al ANCHORS tYPC A S'PAC'NO FOR INSrALLADIONI INTO WOW FRO[ RO.DM 1FNNW SPACINGS AND M-- IDOL DISTANCE ARC NOICK ON MIS ANCHOR LLF00 F.OLENS THAN, itDrATED ON SOHFOUl EOUCTtANC,mGR SINGING G FI, witnRYR0 NK-ION SDEIr I#0.L [ACTORS OR 11.11 TO v(SIMLLL. REDUCED SPACING OBTANFD LIVED rACTOP SFA NMe LESS MNWN4 SPACNE NOXA7F0 [OR rAfl• ANDMSIP TYPE At .w[1,ORS LfGf21p 1~F.MA.m PARLYAR L AS I,- ---------- -- _ MIA r4Mel1 S.." a) 3 ) S 1 n __ He NW) o1II.w, e.a W,1 3 - 7 1/2 - _;_,,n-_ '- 4 -- - __ , !LK - -16 - - - - W_ �_ _-_ _—. !ur _ __ „_ - , a .0 . _3` W Im - IAI 7 1 r 1..,,DI IIUNI'll", rEP A ... /�•,, si{3Q, ' `\CENSF '• 9 u+ RCOVIIFS ,N. DISTANCE BETWEENBOTTOM of PANELo 0 To K ,/2' 114Q. MOAA .Y( 1 1-0 611- ++ REQUIRES Me,. DISTANCE BETWEEN DOrtOM aPANEL AND 0 O a )/,6• J 1/16• • I MP. rinRinA RIMmAr. rnnr /Mint, M.InN-N-. Y.,..I.w„- I --- %I - , N0. C°'0 nn1s. -'f z * : I SiTE * : � z O(� a..- 20 GAGE GALVANIZED STEEL STORM PANEL -------- ---_-------- G.m: c, -n�,te�aoto +�'o'' Ft '�(S�y 1L1E C O Illc GLOBAL PROTECTION PRODUCTS, TLC. GAn )RID!. yam, c� .b10 9. SI SUER n. iM ,, rtlnHo F c ARr A:."sM .11-,a -.�",. 1 lsY - a. , 20-176 OAMIHG , �AiAyS,,, AI,,,R VIAL EN `,- ` rr DAL,[, vs,. A"ONT 'e5F)W-16u ru NS.IAM-still w �..t __ 11111 plot, •itL151OrMru-[—_ ~_- ci-00al ANTnG A ALL, Y, . a -- - --. Rya, I! Or m Y N r --"-- - --_— ---- . QOMPONENTS_ FOR REGULAR._ (I E SAFETY do E-Z HANG STORM PANEL SY-SM-1l5 (SCALF, 1/;iii i _ __ _-___..- - 15,125' (TOTAL WIDTH) - _ -.liar . - I _--- 12 S00' (EFFECTIVE WTOTP). - -. -- -. T.. --•for 114-.-ZW/,' _ ..._..__ _ - 1.260' - 750• - 5 S 5T00 Fair m CI - 6 1/4' CrIp I ... .. -, _. F_ 311L.. ,'t3- 10 ANGLE 9 e 1/.- ! 1.250' I88'- - 086' - '• 04 1 12 1/2' O.0 3ilf) - 1.3•,0' - �- 1 350' -• .100 tWt 6C REwmo) 1 - 111I0. 4'O. j ,I I ' �^^� N -I i IFi+TT 66e_ .250 / ,. 0.021' unG rwcA ( �•' ,,. \ J.375' 1-7 C 1.550000 I 1 HEMMEt) 1%LWM[LD SIICL v�/ -,,�,, �, .�,. 1 err III,"q 2. 91 I EDGE. ASII, A653 TYPE ( .Oe4• 1 '. , u15• OEBIF T GIIADE 60 - UM MEMYED, - 2.+25' _.} a-60 Gov ' Oea- .... 1.SW--1 [7O.C.- II 1 OCTAL A 4C, _ _ _EO(7C _ _ J '�., STORY PANEL ( 375 c r ) 1 3eo• - ts5o'-- OQAL W.. RAILS SMA,, 6E INSTALLED ALWAYS 2.30r "om LEFT TU InGN1 W/ 1/2' ILC I AT END 4: LEFT MO( Or PANEL 2O "H' HEADER (3) 'F" TRACK (4) ANGLE WITH STUD . . / I TInortCOST. MNII END LAP /OFPANT OWN' (Mln.) GALVA9IW STEEL W/ NE.WCD EDGE 3)T; ��`E2/00' G ,. "Al 11• �, IA.W , ,33% 0.270' I ' I/ �Y a626 0.375• ,hk 0.250'I ,` ) 591' - 1 I - -AoD PANLL 16'' OR S �_, 1.250, - ::' ISOY RIQ• VIEW DETAIL A I]7^T L-937r`"I 270 '_ir J-1.6251 I 2•_0'1 ROUNDED CORNER O ENDS OF PANEL'S I - /eW .m. I -2370, END LIP W/ HEMMED EDGE. 1 _11YY2//5tt'B9rr��67 � 1 ' _- - (Kr 5) 774 �i� Tw EK17n1Y � UAff.•a ' 2 SOW 1 I= a PNNL o9r Dsr 1 O 'KEY HOLE WASHER �J KEY HOLE AT PANEL 1 37S0' 072• (IMP) . 1 'KEY IS. LEALUALLOY - r5p'- ' j 1 2.124' _ �50- - ,9T3' •SITE SHEET 6 "OR ApO1nOtNi � IF sufroi �10NS I D9f• _ _ 125' ! ONLYLIMITVALID TOR n/5fNUN101- • ]50' -3, O $I,FEVE 7 1 /B" I / ) K ,Lr- "DOD 57RUCTURES F L - MAX. LENGTH 1 ,230'.. .- .2.000' 7.000' ) r50- � 193' 1.000' W4,^ - 1 ].SEA' I.Ite' 125' D50'N (TYR,)t l -� L r� (7 REV. 'H" HEADER ; 8 i "U' HEADER I I I (Ti4i , -J I 1' MIN, TO S' ... I �' suu_E 1'-.M'�X• � - 2000 - 1 a 10 ANOLL 1 "J' LENGTH ...HnNN 11 TRACK 1�2 PANEL HAyENS�N{GS(�E�(R 3.000• -. 60e1-re AltoY !74' _ JE-*.2n0• ,•"EA fi. nl�; x (I lA,� w� ,�.f SW) I r I 1ST I._,_. _. , 061' .��-�p' \ EN •--.'A/•SAy.- (USE ONLY FOR E-Z HANG STORM PANEL WN -'_,� L SF ., SYSTEM) 6063-78 ALUM. ALLOY ' '311, .65r ,ro19 127C; , ' 167,' IIOD"4 1 1 P P 11,25• .900' 2,y0• NO. 44167 FLORIDA BUILDING CODE Non High VelocityHurricane Zone '' H121. y '3 I --MIN e I& MIN. O 1, 7 y * emm amrn. I"` I 24 GAGE GALVANIZED STEEL STORY RANEE "I I DOD' ' 20,.°�° .v L .....I I , :. 1 •': .' _ ORreN eY. EL,STATE I1- , (TYP) 1 s I 050 __J i ilOF -..-- _ ... 1S0' m n mm 2 000' SR MMINS _. _ E. / / _ SC A YP1 D . LOBAL PROTECTION wn. N PRODUCTS U.C._ - �+ `r LT�,V�Q' IL ECOINe. G ]Oa' -. - - y ` iK1R TiS1YN0Wn16 ANY 0i `Fi ar / "M"'A� .... X.IMM "NiMIOMr (N. D. Tu' (i .)M-6», 20- 175 , 13 @SIILQ-QLIZ.-_ O4 MILD -OUT "F" TRACK 13 a ®WASHERED WINGNUT --_ - - u-aoerri �� INNINN. '""I TRACK ANGLE (ZAMAC 3 ALLOY) PE lA.Ivo.NAK/MIt NNI A IUn A.. PL AsIn-m eNtT ) a 1e M167 __._.- ______. _.-___._-_--__-.___.___ --___-_______ _ • •: _: .. ALTERNATECONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON "STING POURED CONCRETE (SEE SCHEME ON EX'S'INNG POURED CONCRETE SHCEIS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BOCK RI:QUAID, I El1151"ING POURED r W ' CONCRETE REOURIEC REWIRED '- �(TF.RNAIf LEL / L(7CA '•. ' CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 YHRWGI/ T•f, . ), I ?%i' I- - A.� S _ _ p 6s� _ _ f - ( `L�j' ' 1' K sW H4 •[N, - flr wxDa I ',/]' , 1/a. MAX. Gil'-"'_ . .; CONCRETE ANCHORS U Tof S01a a /.'--" 11 M. ./ -1 9 ,1 1/2' oc Itla_ '- MAX 1 ' I (SEE SCHEDULE ON --` Itr I ' I t 1 SHEETS 9 THROUGH 10) -I I 1 1 i 1 t ti-m,,. 1 I 1 �:l - I E) •Y /: I >(s Nun Kan 1 I Q6. I/4• cc 1 IL IF- v ,1 O PANEL LENGTH I Clt s -5 I EO w;P, y� I I E (� ,SEE SCHEDULE I I M7Ln1� l,i_ F /', („V i ��) I S[PA°M'".i1pN C) FkFu aINEf (. ` �.:. TO fAA55 1 Ct ,i- ORn TION 10 47A55. 1 /.•r-mr: (SE[ SGLEDUIi I I/F1_m,I• 0 III Y 1 IDm1. 614R 7•a1•i 'L' 4oA -I n (SEE SCHEDULE ON I n GIWLIII�MS� 1 ON SHEET 3) t y T' W SPACER1, I: f PANEL LENGTH 1 SHEET 31 A It I1m y, -a 'I' Me.. I f (. U M T°f RMn j 4 I _ (SET SCHfDUL L I I I I UNRH PAR r•41 PANEL LENGTH ( ry I 1 117cM O•tA r-C M . T ON SHEET' 3) •f�__11 (SEE SCHEDULE I I ...� M SEPARATIONto GLASS, � I GLA55 1 I ON SHEET 3) 1QASS -) 1 �(SfF SCHEDULL 1 `-' ' 7 ' 7/ \ , - - _ 1 T / ON SHEET 3) I OF ,I* I 1-. • _ \1/ Or I- ; ' 1 i r` I /4 MAX i IAA% i (DI I 4. I d ' E a SPACER 1 of L" LENGTH 1� A , • 1 1/2 O.C. y 1 I 1 i J 1 4 i f (t- f0, S IE/O eaTr CONCRETE ANCHORS e� 4 1/: OC EXISTING POURED` ) _ (SCE SCMEOULL ON ,�; CONCRETE .;' - EDGE Of *All OR SLAB SHEETS 9 THROUGH IOU REQUIRED _ (ALI, CONDITION) .)/a' POURED CONCRETE 1 CONCII ANCHORS._ \ :. OR IC BLOCK OR COG 1 (SET SCHEDULE ON - f -- REQUIRED. UIRED - SHEETS 9 THROUCM 10) I CEILIN9 AND FLOOR ,MQ011 C @yILQ-OUT MOUNTINS 3 G .,, f. SECTION 5 I "f . A. ,, SCALE 3/6-1- I 's' ,,NCENSF' /9 •, o. 44167 =*; * :* NOIE FO.Jp_CQmBIN mh_QF_.SEGUDNS ? - E.D. - EDGE DISTANCE - •o'• STATE OY._. ' =_y CHEOULE ON I . F (SILO. S ESP &BOTTOM MOUNTINGS CAN BE '•, Ur CORIO�'. SHEETS 9 A 10) COMBINED IN ANY WAY TO SUrT ANY '9y, NI• '• ..••No/ INSTALU ION. W,A /UrI�rE, -,d ,"fINrIRotklA Mµ- 1 MAX I L_ ____ 1 CONCRETE ANCHORS �`'`-T''-" I (SEE SCHEDULE ON � 1 I SHEETS a I,R000M 10) A D p ; 2 1/8• LONG MAX. ALUMINIUM ��:...// SPACERS O 6 f/." q.C. VN1q FOR EXISTING POURED CrANCRFTE ,� DES" LOADS AND PANEL ILNGIHS PER SHEET 3. (in CON(:RfTL BOCK L•\• t' MAX. LONG ALUMINUM SPACE • RFOVIREO RIAVI 12 1/2' OC. (SEE TABLE /1 ON SHEETS 9 & 10.) �fAL1 . MOUNTING f DIRIiC1 OUN MT I.BPACERS (7 OR �A SECTION 6 Nf 3/P-I- ,lam "b---�• Maw. Nc � 24 CACC GALVANIZED RED STEEL STORM PANEL MA -- r. 6 C GLOBAL PROTECTION PROUGATT:-LEO mm1I LL1 i ILIT "G.w f[a"O,i"'EE"N10rsRE n - 1L'1"4 5 r 61 S , MVK, It 3371E n.. -I::;.,- 1.. im HI -,NI I'A')tw I_A.e-IA.4 "Al, (s5.yM'4197 20- 175 I=r - -----T_.W AIM DIMING * 11N1U A N11R J nl1. ___ -- ._ .__-_.__ 4RC1 5 W He INSTALLATION SAILS FOR SERIES 2000 & 1000 E-Z HANG SZQRM PANEL X� INTO X1SLING WOOD STRUCTTIM +--- ....�-•_ ' - i! ,/I/ (AD Sla W,W • 0' D.C. tF t/2' Wn eWFFADEO e[NnRATGN fi [X6n4o WDOp K10[R. t T/Y MN FOOD CD PFIfDNtGM - -ro EXISTING WRXX) •!EA,'%N - 1 (3 Ym. 2'N' WOOD FLAT IC. IRTOa" ' f _ I f. l Mf NM CH m4E 1/••2 LAG YREWS t e' O.0 t , rEX W rmEADtD TYNCrRAHON .__ c.,R $s a / TO [X6T,N6 1rD00 HOLDER 14.1• 4.F It.M. S A. 1 I I • LA FIG GF m I tii i / T 4'e-2P,3 4' Y3. 1 ,r 7 613/32' e.K f • LA L1U a 0 i S ' n ,t oc jrrqu � 3 � •-IOU a• to // I 53 I t" ---'1' •' ( H�Ap Y5. tX/ I(e w3/7t' , 4'P LAG SCRE.3 . !' D C. W/ P ' MN, v I I/3 '1e"tAD[n pl[TRA110 -' { I caKL ,4.1' M i / S 3 I - • I5G (N i G ',.�. T ., ( ,N7AL /12, a WIRE IA BELOW) I - WING 4RR MIOWIM '� 1 OF tWWY� (TtP) ,G P5RH4 WOOD 1EM(P I J __ s i'N6tW71N EKIfY W (D a carA ,a,• S.RI FA CMD a' (SEE WMA. 1 II L: Naij..!A..WOW e I � ". I W�ppp 1{FAI t /ICOURED MIS IT I 4D __ i --�jyJ utt Ir+['D R t .l. A - r t I (� C,",I .1.(SEE ; r7 tl2P k 1. NOR 1A e1...P •- -. _.,. _-_... __ `� I Ni GaW1R R[oumro--••l�; .';-r Y'N 2 CFMIA MM. 2W 6" 10 CLASS. 1 MIA. W/ J6 / GNU"RI 7 U.' NU/T _ 6= 10 GGIIAML .,M1/.19 I.MR�-[rfee..,%!3] w . '- F . L#' �'7 1 - I 5 - T o.0 1 ,/a•e' 2oi - Y BCRCYI W 7 e/'16' YM 7/e'1.3�Si U � I{.,. 2 r/e' Yn. f i 110 C.U•1'(4' I '111 N3/F' W��/e• j / I... y M$ - 19Z.1 nX, - tAli • 10 CtAI Ali °l9'RIAP I W9F0 MVI O I R1& I F. - MR, 1 ' gOwR:AP E R I " a w ; I .�y i i e 1 I %r' i I 9 N r " 1 ..I 1 . ``i1 2$ ) 7 aI rT: I .S N r 4 �6 h IJ7 Y.9 `9 w k 1t�Hc Mu1 KC i I g� r S rp I i 1 $$ V I - o I� ... _I 1 I • Tor. 2'e, 1M, - 1 1� I i - _ I ( I I , - I •e- 1` 1 av wrz ANE FEYM( D e �' 1 _ t •" I 57/g3.)]'/ .' P AlYU 111i- 2 PAMCI,YWT[ M U 8 9 2/0' L.M. T"I—D cPnl _.__ 7_ ___ - ._- -- �I i e �� •I. MABCREW�•NOTE ,A BF1,0111 - --+..._ POY['IRATGN9 12 '/Y O.0 _E 0 I --T ., I w,A`--al., 1 W.3 s2'Y•s, I / / WING i ,' 4,w L_ NUr ,M lJr_2WJ/4' -.._-.. - _ t/. A 40 SCRRI 0 PENT, r/S/N V M 01 T E1y,BOP all PUT[ A 9EAAR 7 I.-t0 PANCiIMR PLUS W �' :Z (2 2'M' WI000 Out 9uMm 1 R[ RAT A OR DOE ON E 1/0:-2p. S+rb' Y.3. /R 1 Ay/1T _ -C o1L 1�['"♦- TIN/IIBS.i ROTC IA �, C 6EL,04) -.`...•._ "-'. I � 12G0 THUNORSCII q.2 NOR to N1.OWj '2 '" _ e 1 4 •-20.3/,• N.S. WJ 7/e'IU/31' rrA 7CNFTMIMN . ,}re aoe w r2 2Sl' }�y �1� �y LLQ7r�� I�(S� iil�� 2 ,^ (:at1 NUI • II' O.O, --�-• ,/.•4 LAc scuWs a e• o E. W// IM•r ua.x'1¢Ws o 6. 0.0E Y! 1 -:- Mir, I 1/7' An Tr"um RDETRANL. M t1 Y.1 .. I 1 .' MR1 T+,4WOED PENFTRATON • Ito'LImM a RUIN Y 1� FLAT 00 � W. ALTERNATIVE W .I -_,rl_ MWl"" - YIA r.F• Ham rLAT 04 ON D CSC SCALE 1/4'.T' Puie ReOD 1m FVT ��rn�� - 4_ -'- ' BUILD-O�MQUN�INQ StILE I/4'.,' FLOOR TO�ILING�OLNT/HC 1 S !YS llANSILLLLOLLLI`llllON rlorrR. , INSIALIATKWS ARE ONIY WILD FOR OLW M09 e11" Aso DMA loos UP TC +660, -15,3 Pef AND PANEL•$ LOOM UP TO 4'-10• INSTALLATION j�:W -LL (.. ,,gtO A. 7i14T I.,. "(1.1ALTERN1IVE 4 Z FOR NEW WOW FRAME CONSDN/CTION' WOW ME AM IC BE SCA.nHEAN PO4 ND 2. W/ SeEclix ovism or O55 OR rD1A'_ )'i ; •-• .•• I/-/', I l , " ', 8�`5:'j,: HOER + , SF FLORIDA BUILDING CODE (High Vetociry HNrric.,. Zone) tlm1ka No 4 1 <'D '"- A 3a SPEUJ%2AP Nil MVUN6AYN,5 rt%f R58 M SIGP N,Aa 'tei Ai r0P ti: "E *: *'i 20 GAGE GALVANIZED STEEL STORY PANEL -, M, I. AS PMRL1r,1E¢y COMLCEWW Ip iWArkS [jt CIE. AT RO M. BLSCD OH i OOG M LODO SR63 rG1NIJtiDY 1W[ ON ${rn 17 ~"M M,Ta rely rMUMr ,x . /ALTERNATIVE HOP tr eOnaF MV•INIIV(IS CAN Pr rfMLKNED !N ANY CONO(TION NAY to sI•'I AN. 'H3,uunaN N07F �_-.. "m ,il['<A' _ ^I"�"4 =•o'. $1AI OF !' .r Vr'', �Tt,, nr IF DIN Da.'CO1Nc- TOP HEADER 1YOOD FRAf�"R''•- 0 A F CT\; t ANCHOR tOCATM)N I'i SS "" N l0 FG 'A'9 N L Oifl1L. 1/.' .. t IIAIFMFIII /Ham Sl11r0{N TPo,CAa� NOT SHOWN ftlW I:'V4n rf Pr - � 11 1 CNWNELRIFW C AIY N.IF. • r m WW1 ,.IeoM H sIAM 1XW,.T, tIm . IW41 N,-,NI tSAIY`APWnAS/OltlE G-e,tOWr le .AIRP A nL0 Jr,.. Pr 1 ._ vrrynv]e GLOBAL PROTECTION PRODUCTS, LLC. wn •Roc +. 7• smcn '1,•YR. R 31I'♦ r.Iue. L23. 20-176 )OW8 ->SM. iM. rW541eM-679'r u'A,A.e: Nn _---,- - SIN :r p I6 - - - -RE_---- - CORRESPONDING ' - - -— _____-._ — 1�4, 3/4, 4/S, 5 5 R 6/Ei - j MAXIMUM SINGLE PA CTH "L' SCHEDULE ONLY FOR REGULAR _STORY +2/1 iW/•. 2W/•, 3W%7 k 4W/7 PA_NELS_-iN,aTALLATIOA-INI4 _POV-REQ.-IN-mF1CRUE BLOCK A WOOD W ANCHORS S I SCHEDULE0611)oN -- Y'Al' SHEETS I. 10 ktl ..__- -. - »3' IIAll- f c1Nr.Lr T TOP tlu. L2-IRAQK{1/. .AT-TASH D.M.. 2 . T. 4 rT Tt •- r-�- -r-1-T T-r--rT 7 - r- r�--T-r--T-7--T--', I I I i�iJ@iBEaBlItlER e o o I AT TOP DR BOTTOM EHR .W;LI'._TRAGKS_ �;�-$3_•L_d3 R6 (✓ Q 0 WITriTRAGKS ,2:..RR.,E & RIAECI-N91lNTER.AT_.EACILEND* n _r_,r�-,�__r__;__ {-..„-.r-;�;_._.,r.�-._ MAXIMUM PANEL LENGTH -L+" OR "L-" (ft.) 0 MAXIMUMA.S.. PRE5511EURFMNIITRNG CONCRETE a WOOD 118fAWrONB (11 20.0 Fs'--o• a-0' - ts6 - 19 O. _n•-e• r0'-o -�sc-- ,°•-I6• 40O I0,--I1, 9'-N'- D.-e• a• 9• '00 - 500 a r 6' I- - 55.0 s r__ a' u' eon a J' es c a D' 70C 7 -I' "' 75G 7-5* a 60.0 - 7 -]' I -: fo 0 ' C- A '.' 9a0 -.. a 3• s-0F IaO E' ` 3 11'... Tale a , s +�.. 5 T I Fao rrso _3-6'_ Ie9IF 3 -6' MAXIMUM PANEL LENGTH L OR L 0 MAXWVM AS 0. DESIGN PRESSURE RAT e, isA r) I+ P -) CONCRETE Is r/UDD NSTALUTIONS t L. L- Ra0 W-4- 1.1•-01 I_ I Sao I t'-Ir 10'-► 3S0 lo'_T0) 0'-/' 4120 9'-a' a'-I'- aso 9•-1' a -- a-71 s 3 ---Sao s6.o a-r a,_O. 7a_ -S, -- Sao - - _ 910 r-e' 7'-S' r r 6 Tr' - �MO 7so r.9• e-6• Sao i'-o• "_i; - _60 7-0' 6'-3' 90.0 a-/' a' -I' TOLD - ---- ,00.0 -.. r 7' r 3 S-10'- S-r totto a J• r-4- ITaO - $'-I• 113.0 ___--719.6 41-10' 4•_6• tINXAUM SEPARATION TO CLASS SGICOULE M mutame Hem SPEED 4 170 1n.9.N I WIND SPEED > 170 In ph PANEL LLNDIH (In) UNRCSfRIa1ED _ mismu ixt UNRESTRAINED RESTRAINED 30 OR LESS i 6 I/a• i >33 TO 90 1• 1' 7 1/2• 7 1/2' 19D r0 14S ,' I 1 7 1/2' j 7 I/Y yorrU [] � � I I { j__j ," , �j I I [ I i I 1. _ ! F 1 a u 1i�-_._.-_,11 !-� I UNBOLTED PAIAWBOLTm gip(SECTION 5 AS -I. PANELS W/ t 41-20.1 - SaFL M.S.• EA ; MTRIJIP , I Ai L. I I I I �,;, I, I I I l I i l I I r11 i �II1 I I II D.M..�,®, , -Hal-' --o - I- -I- . ) I,T4 - _ 0^ 0, ,^ 1 Tat . I• W • t ' I t• MIN 2/4 MIN 1/4, 3/4. 4/5, 5/5 R 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 L- ANCHORS (SEE SCHEDULE ON SHEETS 9, TO &11) - j REGULAR STORM PANEL ' 1 ) ELEVATION 2.687' NTS ''•' Mar C.AP (Ni cmfx I* -, WNOIC W41M ...... �• _ __ . 'EM -"' _-_-mil 1/4 MAX GAP � ,- -• I , I a 1 A; 5-ECTION A- ,I NT5 11_ NOTES: I DO) L+ MAXIMUM ALLOWABLE PANS, LENGTH IDES A LIVER PUSRrA ASO Of" LOAD L MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGINE ASO DLSGN LOW (2) PROCEDURE TO DEWWK MAXAWM PANEL LENGTH - GIVEN A POSFNYE AID. DESIGN LOW, fWTFRUW MAXIMUM PANG LENGTH ..• PROM SC UDIFLE. I OWN A NEGATIVE ASD SEWN LOW, 'JETERWNC MAXIMUM PANEL LENGTH 'L-- FROM SCHEME FIRM MAXIMUM ALLOMMARE PAWL LENOIR IS (ORAL TO THE MIh O OFTERMOLD PANEL LENGTH BETWEEN l.' AND 1-'. 1' (3) CEE SONEDUE Snow Top FAR PANEL LENGTH FOR POROSITY QWLE,CATii - 1 ifiNIMUM-POAGGNGTHGGGRGIVEN MOUNTINCCOND��ION 1 INSIALLA1KNrs Pro N000 AR( INTER TO , 95 PAI MAX Asn IX4M PRESSURE RAnMc 111 I I.VXI.5' . JUDO -OUT TOP 0N[CT 'h' 'U' ( STUD T 1 W T• TOADY I�i M-MR 1 1 HEADER ANw,LL TRACK W earmw LIIK�URC5 - DIRECT WOUNT 4F 32' 32' M.WSo. 50' 4 'It'.5 Sr ANGLE- 1. it 32" 32' /2• 1. N" S 'F- 1pACK._.—_� - SS' _ 52' 1. 42' sr S Olfi--fi 7MCK A1141j SO' SR' 32' 36' 60' So• 56' W SIOF Cl/S,URE3 _. _- e,M ASE�' S 4, l0 & tl f011 LAX AS.D DESIGN LOADS 4, IF Pµ(L LEN4TNS FUN `AXTA�1)�•,• •SCCIN./ EN SPACER A• IS USED 8 �- S '•'/ FLORIDA BUILDING CODE (Non High Velocity Hurricone Zons)I s:m7a mmo, INC Ile = D. 4QT67 a 24 CAGE GALVANIZED STEEL STORM PANEL DAA.N w. '* - -s------------ - s a : * , _ : i a �T i `�/21n070 y •. LATE OC r �---- -, r �E C O ... _\ �� PROTECTION PRODUCTS. U.C.LCwi, .�(cs.. ORIDP ,,-�.4� Nt�%�/ip 9e� iiu: iw w°a a.+r. PW s°�v Y w00oAwiWr� 1F7I. N- 1>oI W,-Iw rw Im NI ,u• ndr traWsm-7sNL FAA rn.)en-e7er 20-175 %S� ALAI16� .+�� _ - ---f` oWWNo M, �.�MXy' 1A TILLI 19 N7111111rr1•"•'1L/AB"ATDI[JOAR 1,"W" A Ml A-. P [. _- - -_ _ _ r_ - - 3 a M .__-__--.--_._____ _____.-._ l _ _-_.-___,.___._-_____'__.._—_-___-_-__...._-...___._._._-_,.--_--.,-.--.,-,-__-.,--,--•______.._ _._._-..-.. 1N$TALLATION DETAILS FOR REGULAR PANEL L1 Jd1Q WQQD STRUCTURES ___ __ i I I Min. _T _ I 1 - 1; � ' SEPARATION I `1 ��___.._..�. _ WOOD ANCHORS 1 C MUSS t1 1 '�"� I _ TEE SCHEDULE ON T/.•.-2a1• I (SCE SCHEDULE ` : T/.1-3v.I- 3, S S IOW "I. I ON SHEET 3) j` 1 All. l101n N 1 W ,. '/a• OIL I A I• r (yE q wla �,_---. -_. . I -I ' , 11WON QeI r.e') .- --1 / ' PANEL LENGTH 7 ' EX,SIIN(I-1 I I I' - -� er000 ANCHORS I F71 CLASS I I ( SE SCNEDULO (SEE SCHEDULE OA I - .{ 1/4 1 �� y fA 1 I=._lENG111 `- (� fox. 1 ON N[ET 1 I! CER ., SHEET 11 01 SPACER LE i _I I __T- WOOD HEADER 1 I , I 1..1./ MAX' 7 ,I M ! ti LI : { ' REQUIRED . `.. I,. 2a N I �i C _ ----_ 1 I - ____ I CIO ...II t L._jF � _-.. 1 �., 1 1 t� ;. _ .. - , t 1' MAIL LONG ALUMINUM SPACERS O 12 1/7'I ®CC I I_.� I I Mm. , _ j(' 1 ' 1 1 (SEE TABLE /1 ON SHEET 11.) NOTE " UYRAtNWs TOPE 'I.• C SCPnMnDN {� IG GU55 1 (Stf SCHEr%AF- 1 1 \'� 'L" MAX PANEL LENGTH I I S : 1 MAY. IBC/ L2' a.G S�ILCMS°FI PANEL. LENGTH I I 1 ON SHEET 3) 1 I (SILT SCHI WL! ON SHEET 31 1 I ( E. ,PANEL SCH110 LF ; ON SMl F.1 3) I -PANEL ANIE 1E11Wf O OR PANEL MATE 1 1 ( 1/,.�.m,,. I ,J -t__ ! PLUS (SEC SCHEDULE ON SHCCr III j 1 I '/ ; e�iy A tAWataN I M,n 1 ; f 1 E%15nNG I (CLOY IVH M1lel uMaH QDI r 1 EXISTING 1 SEPARATION CtA55 1 1 1 1•.4' WOOD Al f„A55 ! - - I GLASS 7 (O I -(SE_ SCt11ME 1 C�' PLATE REOUIREC' I ", 1 a vtEE 3) * I DIRLU MOUNT SPACER fir ' I I ,il I 1 I I t _(�5�. ALTERNATIVE- 2W: )/ft.I. 1 1 1 \� 50% _ - EE71. )' SEE SABLE /1 ON SHEET tt FOR MAX. PANEL LENGTH k 1 • 12 112 O.C. I I 1 Or L' ;7 I VAX. ASD Of SiGIN LOADS FOR TINS INSTAIIATNN, 1 1 • 12 , 2.00 , _:'-_..�' __...._...--._-. - ._... _ -. i ErnA I '.... _.. I WOOD ANCHORS 1 * * NIm i Flo 1 I STAGGERED W/ SIUD I I I- .. 1--, - ^_ (SEE SCHEME ON SrAcv a LAY Ott 1 1/7• LONG M' I f' ----- --'- SHEET I I) (1) FIRTµLAnal rs UWfEO TO A alr ITS. MEMOS .1. t5•-O' 1 ' 2'.4' WDOD - 4 * , ,NA MEAN Ro1R HEIGHT UMW rs A IQSrRL'ITpM rTloM nM+' I t PLATE REQUIRED W'000 µ[HORS 0ALONC HUMID .A"VMI WINTATtD ON 9IW I1). I SIAGGERED 1• MN. erI.NM1ON to ou3s ,TAAurm W/ STUD OR S 3 MAT 1[ ACTNUCID 10 IN• J6 t. :'NIA' WIND PLATE REQUIRED ; Ia3 AMONCIRS GONG TIWKI FOWK..90 M OIAMM 1MR FINAL DR I i I (SCE SCHEDULE ON Lai AS Mr FOILOWT �ARE SHEET III covelm -H, NWQ MATE PLUS) 9Ya1 BE 9POM MAXON AT e 1 GD, (TARS a A winivinION ,Timm IE I/$- &C 1PAe."O A,ai OR i i (1) YAUA1u Aso MSX:A ARE33,R[ 1 PAT04 6 .ea, -a5 P.I BKEI e) , (3) MVL 24 CAGEF'ANFl LENGTH IS INDEED TO61• Al ANY OPERIND 1 I I j (RIB IS 4 RISIRR.-nW FROM L4^" PANEL L1H rnIR ATOP® ON ' (2) W XON S,U"W FlAi LrwIH 6 I )2.• W A 1 1 \I ftnY4 _m W.113 X. Stein III. ; ,y�, t I WALL -MOUNTING 13) STORM PAMa A"STAl1ATOG N OM', - j ALT.ES SCALE 3/e- I' I,) 11n• Lomb 3PADR Ct*.O,"pl 0. S"wt e[ s 1NOG ON OwN�'o GNAT wm mm1,, i HAND i a I ALTERNATIVE 1 SCALE 3/6-1, W Pro AN [xsnNG WOOD TRAIL WAl 14) WITAMATTON XNA OMLY FGA WND 22m arfM"W WI ASYN t-lsee I'm"" AND ME 2m (7M rallOH) OF ,HE ricece , SLADW CODE ZONES 1. 2 A 3 "CR ASTM r -- e* ,Sv A. Till/ P tl4TF.1 3`.• ��CENSF'' /9 % FLORIDA BUILDING CODE Non High YelocBy Nurrleone Zone I USSTAI.IATION ARE ONLY VALID FOR MAX. AS D - c LI M IMEEO, III v. ` N.4 - 0 41 N4TE�9R._CR.HBINATIRN_ OF SECTION 6 7 - 24 GAGE GALVANIZED STEEL STORMPANEL NEL I DESIGN PRESSURE RAVING (p.st) AND PANEL LENGTHS * ; z aR1WM It i TOP & BOTTOM MOUNTINGS CAN BE. AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * ' * c —"'- I COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') -P'•, STALEOFI '-,•,._---,�• I, 'L EC O INC. \ GLOBAL PROTECTION PRODUCTS, LLC. °'/27/m INSTALLATION. � F ORIO _. .4w S. 5, SvW art -- ,C .. I I� TILT rl SEt-"G rON.IMO P TINE n S]34 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �f1, CIO .. - A.- Iran M"w 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC l9y S/ {� "'""' ','�'1N µ•' sr1- Y• 1'AaA. (a.M .I.4, TAN (-)W-Ml DENSITY OF 0.55 OR EQUAL r/NeNMt TmAANr -- 1~cH-a 11. rw - - °1N1'G '"' NµrCA A. oun Y., Pl. -' ,S_Y __ rN /MEET 4 or ,e- TLanIN L< ,41 _ _ o ,o r. NERAI NOTES a �n Rtr sr 1s e4eeT" k -7 Lute _a.3+Ieu Rti (C) IQ. i&!RM.-tt W)_Mklt-;5 Fx"..eruvlrr •it.55..WE7.)� Z i 1 STOLEN PANEL SNOeM ON T1oS PRODLUC' fYALUAnfIN JOLIIMENT (PE-D.) NA5 KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE _ 1/4.0 TAPCON ANCMM, AS YIANIUFACIURED BIT I I W BL"ILIEX, INC 0 WfrH nlE 2020 (7th EDITOR Of THE FLORIDA OCIRDING CODE THIS STORY PANEL 94AU NDI III INSTALLED AT HII - / 4-10 PANELMATE F'EU&E IO WD PANELAATE PLUS ANCHORS, AS MµUFACYURE➢ 8` ELIO L'QN T-04 PINXIu S, V C2. = VELOCITY HURRICANE ZONES (WAR-aALf / BROWARD COVWIES) - 1/4'9 LAG SCREWS PER N.DS .I,4e, C CO CV P MENTIONED r F A C WING _ S-ELD WIN LEADS Ill BE IVIED H PER TO SECTION 1608 OF -.HE ABOVE 1N ONED . OR 6A5+ 7 • ' R 'T T P 0 y DETERMINED CF E CODE tG � 8' wlx1D BUSTING AS fx57 IBM• ED a ALL.. OMIT SCREW. BOLT SPECIALTY CO / a E x P 1 F A i S N l STORM Pµ IYR BE IN tll AND OR D LT ACTOR EED AS REa I+EC BY NE JURISDICTION WHIRL , « L STALL RCE R)NK1iY w c a ' C 1 1 D N A7 1 I 1 ' F P KO-T A I5"NG A_CE 1-16 AND SMALL X THE MAXIMUM ASU IEVCN CRESS. RF RATINGS dt CD ON SHEETS C MINNOW TI/ nar INTO wood OF TAPE µC S 1 'AND ° µLLM4fE MN J S, NO EXCEED ) RCADEU PENETRATION UN NOBS SHALE BE 2 2 40 THIRD I ^ 1 t AND PAN ID 3. B IMU k 7, a EIAAALC rfMALC IAA IN OR" TO ,/ENM THE ABOVE CON(xnON, Ui11W1F DESOrI MIND I./MHOS OCIERteNFO PER ASCE ?-16 SHALL RL E/R5t rA � L INDUCED r0 ASU. DESIGN PRiSWRC RAINIL BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THCSE N/ MAX (A.SU) C2) MINIMUM THREADED PENETRATION Or LAC SCREW, INTO THE WOOD FRAME UNIT SMALL Be 1 1/2- 1411E Q G3 DESIGN PRESSURE RATINGS iMICATE° ON SHEETS 3, 9 ,HRU i2 & 17. It PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRA IN CODER TO L'ERIry HINT IORS ON ,HIS P.E-D AS TESTED WERE NOT DYER STRESSED, A 33s INCREASE N ALIOIY/•LE 3. T a1 SiiKSS FUR VAHD LIDS AMCWAS BQi 1/5EL' W IHE1R ANALTSTS FASTENERS SPMNO TO W000 HIS BEET! DEILR4INC0 IN C.l) WMMUY EDGE nSTArFCE OF LAC SCREWS INTO WOOD SMALL Bf AS INDICATED N ERAS DRAWING 117 G � N ACCORDANCE. WITH N.D.S. 2018 C STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERNIED IN ACCORDANCE MATH SECTION MID I a C. 4) MINIMUM PENETRATION OF *D°0 PUSHING SIINL W 5/6- 1/4• 0-2C ;.CREWS U5F0 SHAH BE 1/2' LUNG ANN14U193 p 4 C IME ABOVE MCNIONEO CODE AS PER AMERCAM TEST LAB d SOUTH FLORIDA REPORTS /OBr401-01 AND /0219D2. 09. AS SHOULD STUCCO EXIST, AMO 1• MINIMUM FOR WALLS WITH NO STUCCO CC L-3 ^� Q PER SSTD 12-0 k ASTM E 330-02 STANDARDS, µU AMERICAN TESTING LAO SOUIN FIORIIA REPORT /1,2301-10 AS PER � 1L1 ;AS 201 µ0 TAS-203 PROTOCOLS. MID AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION I" OF THE C 5) IN CAST THAT PRECAST SIONF. OR PRECA:'I CONCRETE PANELS, STUCCO OR WOOD BOARDS BE louem 0 EXrTT% 3 1_ 'N ENOUGH T THE P o! FLOPtfA RIxIDINC CODE NAIL, ANC ORS SNARE RE All NPE U I 1 REACH E MNN STr+tUCTURC BEMINO SUCH µCIS a n 4 - Iv ANI:MORAi S1i41 As M N ONE IN C H. L 7 a C f BE E U ) ) ) i y p 2 ALL, ALUMINUM F,XTRV%)0N3 TO OIL 6063-16 ALLOY AND TEMPER (UNLESS O1HfRW15C FORD) SE'F SHFFT 2 (D) µOICRS StAU, BE INSTALLED RALLUMMNG ALL CA 1RF NF,COMMENWnQk5 AND SPEZIFICA1WNS rM INE OR'S MANuf • « as ADy f � . Y_ 3, N.L. ALVYMOM SHEET METAL USFO Al CLOSURES SMA:i FIVE 3105-H74 ALLOT 0 PANELS MAY AIM BE INSTALLED HORIZONTALLY FOLLOMNO wSTALLATpN DETAILS SHORN ON SECTION I 1HROVCM 6 (SKITS 4 (n .In 4 ALL SFEEL tR I METAL PANELS STALL HAVE STRUCTURAL. OUALITY STEEL. ASIM A-653 GRADE 60 MINIMUM, G-60 GALVANIZED IWINJULM 5) EXCEPT THAT HEADERS 0&® SMALL NOT BE USED C STEEL UES MYlOt' Ili 922 NN (AFTER ROLIFD) IO 9 It' SMALL BE It* RESP04SHPUTI OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or TIE STRUCTURE WHERE SHWnER 1S TO EE d ATTACHED TO INSURE PROPER µCFKXAGI. THIS SPUTTER SHALL ONLY BE ATTACHED In CONCRETE. BLOCK OR WOOD FRAME 5 Al. SCREWS TO OF STAINLESS STEEL. D K )TE TENSILE SERIES OR AND SHALL COMPLY *COATED CARBON STEEL AS PER N OUILDINGS D- SWIe w/ SO 1w nL111 SIRf/1GIN AND 90 Ae, IENSILL STRENGTH ANU SHALL COMPLY W/ FLORIDA dUXDITIG CODE SECTION 241I 33.4 10 EACH REGULAR SIC -AM PANEL WITH LENGTHS OVER 90" AS PER SECTIONS 1, ), 4. A 6 µD ALTEANAIrvFS IN, 3W & 4W ON 6 BOLTS TO IN ASTM A-101 (AlVAN11ED SIM, OR LIST %O4 SERIES S"NNLESS SIEFL, WIiN 36 III MINMUM YIELD STRENGTH SECURE 4, S. 6 & 7 APPLICABLE R REINFALLORCEMENT HAVE A UIIG, AND READILY RRIBLL MWARNINGAPPLICABLEPERMS ANCHORS 10 WALL SHALL BE AS 011rrw5 It INE INSfNU1NXN CONTRACTOR IS f0 SW,/CAULK ALL. SHUTTER COMPONENT EV4i.S WIiG! REMAIN IN CONTINUOUS CONTACT Will THE BUILDING TO PRIEVENT WID/RAW INTRUSION w M-151Wn n_mum-CONCRETC - I/4'I fMCON µCHORD AS MANUFACTURED BY It AT 81:N DE%. ONC (MITI r'<^3192 P,.1) 12 STORM PANEL INSTALLATION ShN1 COMPLY WHIN SPECS NOK:AIED W THIS ORAw:NC PLUS µY BUILDING AND ZDNwG FECUlAf1dNS P I IF T "ROM[UED BY THE JWISdC ION ERANI S APPLIED 0 _ v fNERC 1 4' P X ) N��IN R5 WFMl/AC1V D DEV/A/ INCMC e rx Afctlo As NE R / / - 1 4• 4- R• I POINT I tt o (Mtn Ric � SOLID-ITT ANCHORS. AS O1S111tBUTEC By N P,x SCREW, BOLT ! SPECIALTY C 13 (o) nYS PRODUCT [VALUATION DOCUMENT (PED,) PREPARED er THIS ENGINEER L3 GENETIC µ0 DOES NOT PROWU! W"cYRW1DN R.4 JOOD ) P A f I rM P FOR 917E SPECIFIC PROJECT. .e WHERE 11q 511[ CONDITIONS OMA1L MOM THE RED D 1R INN PRODUCTS fill-in T r µ A Y.ANIII' By ELCO CONS UC R00 CTS RfM4ElW F FEMALE D & ELMATC PLUS ANCHOR`, 5 ACNRED 1/4.0 1AMAC NAKIN ANCHORS, AS MANUFACTURED BY DE"Mai. -NC (n) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUNOASO AND INSTALLATION INCILUdN4 LIFE SAFE'n Or THIS PROOUrT A 1) MINIMUM EMPEL"MENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL M 1 314", 2' FOR I'VO Pµ«MATE AND Eli ON THIS RED PROVIDED ME/SHE DOES NOT DEWIE FROM THE CONW ONS DETNIED ON TP I'MUAIENT I )/a' Ft* ZAMAC NNLW ANCHIORS. CONSTRUCTION SAFETY AT ,SITE IS THE CONINACTOR'S RESPLRSIBILII'r (c) THIS PRODUCT EVALUATION DOCUMEM' WILL M. CANsmir RED IFIVAUD If MODIFIED . 1 - -M 7 INTO i Ml£. NO EMBEDMENT INTO A2. -W k SaLO-,EL. ANCHORS SHALL �E E NETOfD A O HE PWREU CONE EM DM CALK B / P-AM 4' 1- U 11 - L HOMY 5H STUCCO E1fhl 1 '1 Y A R - "N F SIUCI''.O SFwU BC L I7TEU. 1/ 20 SCREWS f:EU SHALL EFL /2 LONG UN MILD S Itl) SITE SPECIFIC PROICCTS SHALL BE KfEPAfKU B II CM+W EUSiFREU ENGINEER OR Ai1CNiTF.CT W11L WTII. BECOME TH AND I- MINIMUM fOR WALLS WITH NO STUCCO, µD MAY Bf HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER CIF RECORD (E VA) FOR THE PROJECT µD WHO WILL BE RLSPCWSOtF. FOR THE BUT WITH WING NUTS PROPER USE OF rNF. PC D ENCA1NEf,R a RTCORII ACIND AS A DELF'GATED ENGINEER Itl THE PF D CN(XNCER, SHWA SUBMIT TD FI45 LATRR IMF SITE SPECK DRAWINGS FOR Willi. As) a CASE THAI PRECAST STONE_ PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE. FOUND ON THE LXMNG WALL 04 FLOOR, ANCNVRS SHiNL LK IOW, 0E1UC41 TO MACH THE MAN STR,UCIURf BEHIND SUCH PANE" (e) LOTS PE.O. SNM.I BEAR THE EWTE µD ORIGINAL aGL µII SINATIURE ,)I THE PROFLSSIONAX µCHORALE SMALL TIE AS MENTIONED W AI) AND IN AY). ENGINEER OF RECORD IHAT PREPARED IT (B) TD._P05]1NG S.QNCREtE iXAGK JLKL AS[4.4-.9Q' 14 SHUTTER IAANVrACTUPfR'S ODE: SHALL BE LOCATED ON A READILY VISIBLE LDunaN AT STORM 1/4• P S,QKPCON ANCHORS JILO AS MA.. A$rW _PEED NY I i W BVALE%. INC. PANEL •HLHTER IN ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BOLDING CODE. ONE LABEL 1 4- • • /B' CALK -IN AN(3,01i AS MANUFACTLIWE. BY OFWALI. INC 7 STALL BE PINKED FOR EVERY OPCYIING LABELING, 10 T:OeMtr WITHWITH$Cf. SECTION 17099 3 nr IMF[ ! FLORIDA PULP,Mc GOOF. - 1/4'e x 7/4' SOLID -SET µCHUBS, AS DISTAIBU'tE0 BT' ALL POwi SCREW, DOLT t SPECIALTY CO 1/4' 10 ZAMAC FAMUN AN F0 AND CHORS As MAKIACTURELUS APICOORS. BY DEWAALT. mE MANUFACTURED BY ELCU coN3TRUCi1GN eePA�a Q1YIAllt T�z� It. 1) MIMMLNW EMBEDMENT OF TAPCON ANCHORS, FLCO PANEL.MATCS µD ZAAML NALW ANCHOR. INTO THE T- .+F'��CENS :':.. FLORIDA BUILDING CODE (Non Nigh Vmocn Nurrleone Zonr BLOCK UNIT SMALL BE , I/4' I� 44 67 L 4xr» Xnm " 24 GAGE GALVANIZED STEEL STORM PANEL FP 8.21 CALK -Al & sOUD-9ET µGROPES SHALL 9E iM0ED0FD 7/8' n.TO TFIE CONCRETE BLOCK VAR, NO JOUTI _ _._ ___. _......__ - StLILTY] SIWI RE FCRI"TiEO I/4' /-20 SCREWS USED SHALL BE I 1/I' LONG MINIMUM SHOULD .4O EXIST, * �' \ OAAN, Wt OF IS / nr µ0 1' MINIMUM [CA WALLS WriH ND STLCIO STATE - \, GLOBAL PROTECTION PRODUCTS, LLC. - ." 1 LT_T�E C O F.4 RCN B.3) 1N CASE THAT PREDA91 STORE. OR PREGL9T CONCRETE PANELS, STUCCO OR WOOD BOARDS BC FOUR FIORD TINT r I-."°' �swNo�.c; an -A,`.WFL"+F„I:" E%15nNO WALL ANCHORS SHALL 8f TONG ENOUGH 10 REACH iHF WIN STRUf:IURF Brr,INn SUI'H DAFIf S'•.,, ,,, ••'G� ...., twN rH-1,w ,. voa rGr-4n H •,loll In,3Fw-ts,6 •Ar (Fe.Rav -F ro: 20-175 ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND N e.2) 44JnS/ONAL YAL/SICMI,ARlWIS AA 1,, I.F. RI". . ____ - W-. 'a !. - - - -. ---------- ----------_._.—., ------ iNSTALLATION DETAILS FOR REGULAR PANEL 1 POURED CONCRETE-_-.QR_C— RETE BLOCK STU-CTURES _Qi1SI POURED CONCRLN LNSIING POUKI) CONCRETE OORR CO IGREtr BLOUK (R CONCRETE BLOC' RFLN."ri'n RF,OURIED CONCRETE ANCHORS I CONCRETE ANCHORS (SEE SCHEDULE ON I (SEE SCHEDULE ON EXISTING T N H IQ 5 Nc PoulTto t THROUGH •r SHEETS 9 ROUE ) SNCC S 9 RWC _ 1 CONE R 2 BETE 0 Z L/ ' ;A - I ^" CONCRETE BLOCK (3 I,:. 2u,- II f �/Y RCOUIIEa _. SS .CEP Fan �_T--' INK, .- I Y-`,, [WAX CON1.1t' ANCHORS (SEE SCHEDULE ON . _r I ' [ I:' 1 : SHEETS 0 THROUGH To) I ! /. j / - F 1 I I I .01 1 I 1_.. u, 7 .1 I: $i sae. II On R #eA la LD 1 11 e P 1 F 1 TOE" ti ' I LAE Ia Nra ,� ro cincs. i I , m�,r.'�r, I E%:STING. F -. (SEE SCHEDULE I Y101N vIIP r-f) 1' Um, K (SO SCe1FDUU t .....' 1 [LASS -'I ON SHEET 3) 1 1 1 PAN L.ENCTN R ON SHEET 3) I t - I (SEA SCHEDULr. p I 'L' Mo. IMIn SEPARATION I I ON SHEET 3) p 1 Pµfl IENR:TH TO GLASS. I i• YaR. CONCRETE ANCHORS 1 1 X III 1 (:,CE Sp,EWLt '-I (YN SCHEDULE 1 (SEE L9dKERLC f 7 D I 1 ONI Star 3) 1 ON SHEET 3) (SEE SCHEDULE ON THROUGH 14 SHEETS 9 I - `l ), sox OF ti' 11 I , # s 1 I YAX . [ D iFIL.I.M. `C� 11 - ,.•.P�'mwD Mars !i WT / 1/4" lot [U (1. 1 I ' -7 ihi w.n: ,u soea__.eo-_'rv'' v,idel'nS.1 W/w1 f - 1'MM+ - {ON S ALTERNATE CONCINI COSMIC POURED CONCRRE ANCHORS OR CONCRETE BLOCK REOOREO (SEE SCHEOULF ON SHOTS 9 tHROUGH 10) 8TX1U7"1_MQUNTINS 1 SECTION E.D - EDGE DISTANCE hKU.101-CDbBN6110)l QE -SECIlONS (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY t0 SUIT ANY INSTALLATION 4 , ON tD1EET 3) " A I I 1 K C%15'Tey_4 I 1 / ( '"-� i FbsnMG 1 I I GLASS 1Y1 I 1 502 OF T GLASS 11 I I I 6 , I 1 I ,AL,. i , EXISTING POURED EC+,. ' 1 I T.D. , ( 1 I /I ',(• I "- CONCRETE OR - I • 12 1 Ox /2' (W •.t- CONCRETE. ANo ORS l I ',) I ((AS MKICAEN.CI 1 CONCRETE BLOCK REQUIRED, I _L-- I (SEE SCHEDULE ON .1 -11 , SHEETS 9 THROUGH 10) I "/ m ONLY WHEN SOLI) : I IF1 1 5-/ SET k CALK OFµ NOIII ARC USED k w/ '�C5�iJ w.1. LAISTNG POURED C04MLIL ON CONCRETE CLOCK CONCRETE ANCHORS PµEUATES ANCHORS ARE USED REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON SHEETS 9 THROUGH ID) WALI,- j 1 �1tl.G WALL_ Al4-� DftraraL_J_D3 MTAOQNT SCNC 3/0//8.,- SVIL '/n- ' ,,,11t11H 7NN„,n' sr, �,a`�1ER.A:../Ili I$P•' 1C""' '' a/' FLORIDA BUILDING CODE (MOO High Vdocll His Icons Zone , s o. 44167 "..",. IKIIII. ,N. 1 24 GAGE GALVANIZED STEEL STORY PANEL n ?*. �' * i*i STATE OFT - - _ % I LT-T—E C-O I Nt GLOBAL PROTECTION PRODUCTS, LLC. oR R. e1/n/m2e Nrt- ' O '-, Na• l O R ID1, •' // ! K AMr Tfiai4 _T[s Ki1-9 -"Fna-9 o.Nr, n )Stu - F •• GI �7/7I'[.� .. r. M.. r1 . " e.eoa n .I. 1... tm W Sr r rm m-IRE• nw. (Aa)m-75w, TAX 14e.)Ie4-Wnr 20-17S a r NNIIII(I 1Yr ItNI A ILLR A. PT N, ) _- 7FIr[1 . OI to INSTALLATtQN__VIL EQR RLW_LAR__fANFL._A JNTQ__WQ0 N.TEI.TE AEG 4'Ae' (MITI.) EXISTING MOOD LOCATION BEAM REQUIRED. STRUCTURAL I ADEQUACY OF t)(WING WOOD ' - BENI TO BE CERTIFIED BY -LO --- EC REGSTERED ENGINEER OR ; I Y O' ARCHITECT PRIOR TO SHI)RLR - WSTAL.UTON. WOOD ANCHORS ALTERNAIE WOOD ANCHORS ..I. -. -. - " MNn - (SEE SCHEDULE ON (SEE SCHEDULE ON i S -LO---EO-. 7 MRN� n. �. a SHEET I0 SHEET II) . I• t , ION• e5 A! ./ ,L Lef _i - , . ( .- /4" 1 MAX WOGO HEADER _.. T II 112' I _T _ � 1 1 EXISTING' F i I 1 , REQUIRED G I 1 I,a'P-1, I• ', N[Ao can I g G; ASS -"I -. I 1 W• 1/F• ue. I WOOD ANCHORS , I I I F Min TO 1 I co (SEE SCHEDULE ON SNE.FT 11) .., I 1 I r1', IS GASSES .4 1 , 1 LE SCHEDULE 1 HCHEDULE I 1 IN %HEFT 3) 1 V4Y-m.,' R � D.L&VO I 1 Mn. I SEPARATION TO LASS jjj 11, •L' I i y (IR IeR Ave I - I SCWDULF ON SHEET 3) 1 I( ' 1/•'•-�"' MAX Sr Oats r,(R LINGIII � PANEL ? MM%H oa In -L• MAX LENGTH - /E ^, _ ' A A HE (SIFT SCHEDULE I_. 1 PANEL (SEE SCHEDULE (XIST)NGA I . 3) 10 nH o01 rT3 ON +^IEEE 3) F __ _ _ _ 1 A. ON STILLY 3) OLJA$$ 1 I I, I I I Sox I : �_ 01 1. V 1 `4 ' I I • t2 1/1 O.0 LO I " y _. I t I NO FINISH) I AllOWEO k I 'I _W'..--,�:1~. 1" /.•.--,- WDI OT ear, I . , , I WOOD ANCHORS _ 2•XG' WOOD DECK REOUIRED 2'.4' WOOD PU-I REWIRED i. 1 I NOW ANCHORS (SEE SCHEDULE ON (SEE SCHEWLE ON 3!4- Si 11) %-Ffl 11) - - - ,. . - 2' Min - I , CEILING �i ND_JELOOR MOUftILK9 BUILD -OUT MOUNTING ALTERNATIVE _AW ALTERNATIVE 4W ;TALE 3/?-,' PnU1,11 - VALE 3/iII �•,' 1,10ENSF'••�9'*S PIM-t-RR CO omilRH� 5ELi1Q^L' ? * ••• No. 44167 % FLORIDA BUILDING CODE (Non High VelocityHurrleans Zan 1 IN31 ALLAIION ARE ONLY VALID FOR W%, AS.0 TOP & 8OT70M MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f AND PANEL LENG111S o •o'. * r2pm ARIA, N2. FP. GALVANIZED TRY PAN 74 GAGE GAL 2E0 STEELS 0 FL STATE ITN r E F _ _ 0 I AY r Su1i AArrPER= 9'• _ -- COMBINED N ANY W 0c t? .__-_--_ ___- -_ __ N H F AS0 - EEl INSTAL:ATION 2 FOR NEW WOOD FRAME CONSTRUCTION: W000 �' �•<' .NEON( iN NI IMn)/mm MEMBERS TO BE- SOUTHERN PINE No 2, W/ SP£C1FlC rr'' F t. 11 S. 1 E 9r O rNe GLOBAL PROTECTION PRODUCTS, LLC. ,trz ,IG / .Wo T.e. 5t SnWr, 0.,. E f N }lair c5iutcT aN RINo DENSITY P R A �h UFNS 0 D 55 0 EQUAL, ' nn/ .. ,Hw Y.�:' e'",'_ _- sr )r NN.P n. AH. ARNE. r , 3331E _ r tat - 20 175 u, „ ' S. -7 ru es. e s .I.. ,.,.s M aA PNWXY ro, S.e ( ' ix[i P NAP lees Lr4 0,- -•--••--�.- .•.- - G4-OOOe11W ,n n s.,t W aw N W d1111M1e M P.[. 9rALJ901Nn"!/I,AIt ,IN'RR A `XUl J•. PC _. - - N. .yl -- _ - eMCET' a I _# - (2) (D r_ C/) Fu (1) }r U N it C O 7C3 O N C Q Cu -0 0- CM -4-- U U) N U Q CU 7C3 - - (n _0 O L_ Q L U (1) /__ = C:)O - O LL—E� S V ,,S /A••JvS v, - NI.- -I` s -4--R Q_ E z z W J U) -{...J L. W (D (cl-) m O 0- (1) + ) !Z3 m U /� B L. V ) 100 LLI z Q z z Q I n SHEET NO. SH 1.3 POURED CONOIE'C_ CD N I FTC Bloc. al It'.., *DOD IRN€ REDIARED _ _ 4.: AMKE , � ,/, , ' 1 I/: 4GUF . 7 wn 'l.n;UA AW r • , 07 -11*rl . '? lb R 4'a.tZ 5' _ t t . s 0! OA 2 112' I. I. All ClNi. ALUM. ANGLE[ I M n. CASE A (PLAN) SCALE 1/4•-l' CONCRETE BLOCK OR._W—QD STRUCTURES VALID FOR REGULAR, LIF SAFETY & E-Z HAND STORM PANEL ;1). SYSTEM 1( ' r, I I- 1 �'' `S 1Y 1J OR COMB cO.C.m CONC,EIF aIXEI CN+ V �7 1 O & (0 . •11 r•Yf I ) U2 I 1 1 MN 1 . 1 J P IHyUMP =ONCRL't TIFcoN 1 2I 2' WNCRFR BLOC+ n 1 �/ L. - _.!•3\ ® AAKYPOA • 12' o O. / 7'M' eNOIX) IAANFI /v QR �I, M:n.- RTOLMIED 1 If I _ _ - 1. _ 1 1 I 1 IA1tTNNA C 1IL LOCATION vARICs I 2• , 2• . 055. CO z' . 5• . Ds5' can ' 5' Ike, W, L. ,IN UU, 1 NW. AND, OR E ORB• 3105 HIS' MKEI �', •• I )_ "t-C, AFT& NW, DENT IWE TFi u. 1 1a a Al.. GAP . • 9oLT .• . 4' . oil' oc 3, W/1.[NNUT Conl Al- ANaE CASE B (PLC, EASE C ()_LAN) SCALE 7/4•-!- SCALE 1/4'. I' 1.5% (MIN. PANE.. WERLAP at, ". )PCH.NO Wr.••,' POURED DONCAEn. CONCR[i[ • BLOCK OR 2'..• R v 'RAM R[oumv -.- k - 00 DISTANCE \_/' S1iPLAN) SE E _ SCALE 1/4'.1' 2' . 3' .003' 3105 H-1. OF 40e3-10 ALI.,A' GOM1. ALL6l :* 1 4 AWL[ RICH 3 0 - i NAtr MVt] _ ' /4' cA I J _,.._ 1. ) P[KW311 CONCRETE. CO"'wit 0LoCX '.4' I' 0o ] WOOD Wua pfaNRro CASED (PLAN) SCALE t/A•.,- r I SOLE SET 0. CAen-W III, I OR ELCO PANICLAAn I'_ - /'� , 3. 4) 1J 4 _, `IC Afl) COHCAPIL, UR,OK; I- A, F- U 00 CaKRnt ww- To" 901.0Y 0. PANFI-11T new =111111MINY, W000, .1143 a DPrN SCHEDULE ON LEFTS�- 2•.a' eoco "', C §)�'`®OR,•.4' 0 `:f I- N 01- .S NP"UcA6u le v •I) Rto:lRto A. I i I E I (3 •' Y J 7,- , -.a ,© OR® 1 1:1 )K. W/ MC.WRED FRONT A MMBCE 5'.c. I // -"� FLAT� -ALL (NEVETRLMR )io -__�J ,AV-. U YR AM N g17""IA CASE G (PLAN) 'NW .•: F * .' I....., x1 N OP•NA�Ea, A.. rl/l4. Ny SCALE 1 /4._ 7. Low * a• 01 �.``�L \DEN ''• ✓'9y''� L Sf VA ID FOR DIRECT MOUNT INSTALLATION ONLY & •. CERTIFIED PANEL INSTALLATION AT WAD S W/ - ND. 44161 1 SURFACE tML VARIATIONS WITHIN 3/4• '- * * i It z FLORIDA BUILDING CODE Nor. High Velocity HLUricon. Zone CAS -WEAN) F Nr _ =)�,I.'•,!'[0Ri06•-:;�`4A' nrt�• 2a GAGE GALVANIZED STEEL STORM PANEL SCALE ,. - •y4St N, IL E C O ,Nc `\ GLOBAL PROTECTION PRODUCTS, LLC. -�'Dr. &ITT_ I N NI "F4' I - ::.:i NFi1i-o ENa No eowAn r eH !e e*ma N V r ..-. (a) V,-+re 1. ttw PI-14n ' 4am >.-. 5, S,AL[T MVII. M1 SSI,a '+GIa (e0.000-75.0, to toe.)M•-e,.l -� _ 20 17S w Pt YAa/S,mN.1nnEHYn - t o0M„9 -IF- A uw J,. PE i _ -a _ _ TWO 6 CI 19 MAX IMUI_A,$,p, DES1QN_PRESSURE RATING (12.3.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIWi SCHEDULE FOR REGULAR STORM PANEL J', INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(1INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX A.D. DESIGN PRESSURE RATING (n...l.) MAXIMUM ANCHORS SPACING FOR E.D. - AS 94OWN ON SHEETS 6 & 7 `UCABUE �rEAyNAfIVc COMBI AYr Of ,HEM MAIIMUM PANEL. LENGTH i" tn.) TAPCON -�� LAG SCREW PANELMATE FEMALE D PAN€LMAIE PLUS -DOD Bust" •.5, -45 LESS 13' Ir.- 6 112 - _ Ir IS' s6 1 a 6 ,/2- 6 1/.- a' s- -- _- Ir t 3 J Ile (TOP) 5•-D• LESS S a IIr - 12 In. e e - - .- ) .__ 1/2•-- _- - - e' 6 1!r OOP) a 1/4- .. - _ - 1]�.. is' .(wn-). ('TOP) 3N (email -�) a MOT7OM) r e' iT 1I3 -_- Ir ti U• .. 13- 13- a In. N (1010 IW (W_rix) -(Top) (em") _F� „ — "__- 1 . . __ 13• 13, 13• 15" - 6• -, t/,. - 6 1/2' 6 In'-- 6 ln' 6 1/2" - _- -1 __ "'a 1/4' 12 In' a Ile _- — 4•_.A.�6 Ij2-- a )n' -- _.._..,._ -_,_-. IF - 4W (R01IDY) 13• 13' - 13' 13' a ,/Y iSEE TAKE #1 FOR MAX. A.S.D. DESIGN LOAM & MAX. PANEL LM-THS WHEN SPACER ;4 IS • USED, CORAFSPONDING ONLY TO ALTERNATE 2W ON SHELT 6 MAX. A.5.D. DESIGN PRESSURC RACING MAXIMUM ANCHORS SPACING FOR E.D. -' AS SHOWN ON SHEETS 6 & 7 APPL'C•BLE TV IF lEA, ANYE: COMBINATION OF THEM MUIMIA, PANFI LFNGTH (H•) -- TAPCON LAG SCREW PFLMALE O ANELMATE -" PANLLMATF WOOD BUSHING »45. -45 n - , 1,. ' i 3 13- - IS' s p l- _ __ /2' - . 7 1%Y - r 1J .-- s 1� - t' 3 Ir 011� 5'-O- OA LESS --- TW -. t1ot- 6 I i _ n' 1 1 !2 6 /a!! --.'- 6 1/4• - 12 In. -- 6 1/4• -- . -(Top) III -� IIOI'1 _ - a' or _ r _ B' _ - 3r (6Dnow) ". --13, Ir Ir - 13. _(TD� 13• 13• IY 4N (BOTTOMi 10 7s. -7s IS• ,3• 13, ,r to' ITTI'M Ir _ __ 13• _ tY tr _ 6 1/4' ,w (golloM) 6 1/2• 6 1/2• 6 In•-- - 6 1/2' 6 In" _2111 OOP) - - - - - 6- 1/4j.____!:_____. U' I!• +.J' 5 ,/7 1O' N (10P) 4N ('6DTTOM) t3• .To _- Ir - • SEE TABLE 11 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 = ` - 1&%LAI e A-S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-a" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-IO" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE F�MA_E ID OR PANEL MATE PLUS ANCHORS & W/ Q99 SP((GNF -*F' 117 1 /2. O.C. �✓�s V g?.''\\CFAs 4 FLORIDA BUILDING CODE (Non High VWloclt Nurrleane Zonw i N 4d 16T = `x010 t4xCO'Y° 24 GAGE GALVANIZED STEEL STORM PANEL f1 IIAWN m, _ * * = - - t / GLOBAL PROTECTION PRODUCTS, LLC. or/�/� AIE OF• r J I�C O TMcO IEfc -DICE - '•yO+I,-. • 0RIO ..'�yK /,' ,,- c: TINT: 7�E'lu<I�ZIO t Y. w s ama am AWD A..'., S'NE, ovA[ n. MI.2p-175 - Ft, �, J - `,, 1 A _'1 _ _____ _ ,.-- Ilr, n')-,Na�w0eT1 n,_iw NeY4, fofA;4N-1W. 1. 19N)Mo V91 �•� -- - - I U II fwo;N: S-w•AI UA4/M,r _-.. G-OODn16 •ulLtr• . ,LL1 R. P[ H 7 WA rr-.Y -- ..w ,1 Or ,p . _..., _ _________ - - _'..". .......... ___ _________ ---- - __ I------.--.-- _.___________ JSYAU_AT10�1 QETgII S__FOR__LIFE SAFETY._ -PANEL �) INJO POURED --CONCRETE OR_ CONCRETE BLOCK 4TR-VCT-VM5 I/4'6 TAPCON ((X,1R5TIN= POURED ,/.•. I.PCON jaUSTNG POURED ANCHOR & 9 OC CONCRCTC OR ANCHOR 0 9' OC CONCRETE 00 %f,� CONCRETE BLOCK fl, ETE BLOCK 1, REQUIRED. ED (r� j 2.1 2 I 1/2' 1/4. I 1/4. / /% r.... MAX. MAX N E06 " I EU• 1 A � 10 1 EX RING_A ( I i. eaR-0 6 GI ASS f, I he ,a IRwJIF"' a 1 MIO,N Ot* Tom, a -1I! 1 I ',• A I 1 } MI., PANE) LL TM a_; (SEE EUVATIO N A M I I ON SEE'. I2) 9-,AEPµAt pl. -I R TO GLASS 1 I I N ) 1 � I • I 1 1 0 U2 cOJNCu 1 CONCRETE CONCRETE 1 1 1 I 0 CONCRETE BLOCx BLOC" i' AEOVNED 1 MI Ir 5c .-J _ � M _I 1/4'0 PANEIMA•TE fS,X, r T� •1UQN "-`----• ANCHOR • 12 1/2- n.F O REGULAR PANELS Srt SEtts ,5 & ,6 TOR AW.Oes '" . SPACING To. W.w_,XNS TIRO *001 TRAA[ 1UHUI1 3. YINIYW ANCHOR SPACINGS AND YNIYW CO.( .%1A t ARE NDG1rO OH THIS IC4MV.L. •IAA ED LESS TIM KICAT[n ON S. HIDUtf ALDUCC ANCHOR SPACRG e. YULrwLYNG SPACING 3,•D•N M SC,ED,ILT V M[ FOUL -RING IACTORE FOR M• WRATION TO X' ASSAILS. KDLCCO SPACOW OBTAINED LI NC FACTOR SNAM NOT OF LLU THAN YNNWY SPICINO NCY-Af[B rGe FACIA ACHaR 11PE ON IH. SC1111U E ,/••. ,/.•. ANCHOR rot "MEL.AR IWCLN n M.WYM A11D,oe fML.q RIJ 1 I I -.' --I- crYnr MIAH[, •DI o.w eNr (tL) 1 1 1/7 Waft M MNU RA) new I ,/2 cs/ 3 ,/i ORI , .... .• ...... . .b m I 1 I - I I "I : .::, ' '- N ,• Mln 1 *_SEPARATION I ro cuss. N I i 11 i ,7.tA-Iw1 So i wn K d J, A fA• .MN EKISTINf j CI ASS p ; I p (' 'L' MAX ; °• PANEL LENGTH A 1 (SEE ELEVATION p- I j i ON %tart 12) I 0 1� I , I r• I I 6• OIIsING MuREC cLNCRElt OR I I ;p �1 0 CONCREIC RL" ' RFoUTAFD ; ... ! I PANTAMA', 0 LIFE__._`--f�Nr, ANrH(TR (REYUNf) .SETT - ANCHOR YEIALLAQUETIM V - V\CENSF .9'sz FLORIDA BUILDING CODE Non High Velocity HUI Icon. Zone *= - #• P1w30 RntA. Ira . lGALVANIZEDT EL STORY PANEL 2 GAGE S f I} Q s STATE Of- - Cc -` c A •`r�,rEl` r � t - -- m»m w / T GLOBAL PROTECTION PRODUCTS, LLC.' O . 1 to a IL ECOINc , u,r �- & OM[EAHM. YPA-Y FL '' --3 Aeon SW SIIfTfR ,N NOHNIEI& NN•L ♦ ,-, •*TIN. mr „Av •••' Uri.!,.,iR'•RY.wer.�. I n.. , aT,o. n 1 . P1,0a (eM1W-IIAS, rA (ouWAe en, 20-175 _,-.----� -PA I- - __- -._ Pt QAVov,Arl4nNm a_mon l• ,MOT A nun A , It _ _ _.__ __ _-_ -NET ,. a 19 MAXIMUM A.S.Q,__.QE29_N- PRESSURE RATING (n.a.f.) AND CORRESPONDING MAXIMY14 _ANGHQR__UAQWfi `%hEDULE FOR REGULAR STORM PANEL [1,i INSTALLATIONS INTQ-EQNCRETE A CONCRETE LOCK -STRUCTURES (VALJO ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX A.5 D. DESIGN PRESSURE (V 0N) MAXRKJM ANCHORS SPACING FOR MIN C 0. PER SCHEDULE BELOW APPLICAOLLTo SECTIONS 1 a AM YAKIWY PANEL LENGTH L ( ) MAX. A.SD. DESIGN PNESSIlRF 0 P r ( )ICOMCA['T MAXIMUM ANCHORS SPACING FOR MIN ED PER SCHEDULE BELOW TIT _PWD. aLL ANY 2�:, TIONCWNNnONo OF HEy AW,WW LENf,H Y n[. - TAPCON SOLO -SET PAIELATE fEYALF 10 PANEEAAATE PLUS ZAYAC-NAnIN CALK -IN iAPCON SOLO-SEt PANELMAtE FEMALE 10 PANCLWTE PLUS ZAMAC-NOUN CALK -IN to WN10 ro COCAIN! CONt.REn IO IDOO[ ,0 Cw7fR caK+[x ror oYlpfl[ I a THEY ro 'Lalloan TO ODIIIw[,C cvoan ,D r m NIR'IrIE� ¢ A OM�C ID Cd0[T H5. -a8 LESS IY - ".- ,3' IS, IS' _ 13, J .. __ 13' 13' ,s' iS' - Ir J _- 13' J ___..I_... tY IJ' -. 13• 3 __. Ir .-- ,3' TO P (TOP) - _ 1 (BOTTOM) 2 (lop) - OM 2 MOTION) s (n7P) 3 BOT• .CAA ( ) i (r0P) 5._°, DR E53 •.5� 4! ,,M. -65 , .--..A.. tY __ tr _ 1r 1 _.- .... 13• 13• __ ___!Ai_, Ir _ 1r 1 13• .-._ Ir I3• -__-- ,3^ 1 1 2 1 fTOP -__ ' (BOTTOM) 5._B. OR LESS _ 13• _1_ __. t3• 13• Ir ,S' t3•_ tr 13' 1 2 Ir 1r Ir Ir IS. IS' 13• tr Ir 13• .-I 13' Ir 13' ,r t3• 13, fY Ir ,r_ 13' �1 IF t3- i3' - n to 2 Crop) - 9 ' it , a lr.• - , r IS' - ,S' 13' i!' • 3 U' I• 3 I• s , r 1 Y _ 1 3 , 3 1r \ r 1 ' 3 1 ' 3 ,Y S 1]' - 1 r 1 r 11 1 2 ! 2 apTTDY ( ) -'Ir IJ•_ tY 13 . /9• 13� _. 1-r __1 -3,;-- _ -1]' la' iT 7J• 13• u' u• 1J' Ur _ �a•_ i3' TIER 3 (7,7P)_ _ _- 2 1/2-12 1 II / 6 1 4• / _II-r e l 4- / Y 1 /2 11 1 2 / - - a 1 4' / e t / 4' 7 1 /2 fa 1 P / 6 1 4' / 6 1 a' / 12 2 / 2, 2 / 6 / 6 / S BOTiW ( ) r' r 6' 1• a r 6• r r B B' IT In - _ a _ a ,A Z• __-_ a e• e• 6 I/2' e 7 1/2, a. a e -.____ S 4 (,OP) 6' ..... Ir 1!' 1• Ir tY - - . IS. 19• _ a' ,r tY - 13• Ir 6` 13• ,3- - - Ir r Ir t0• _� IF ,r B' 1r fa' - IS• IJ' (BDTNNAI) S (TOP) a (BOTTOM) e4._ Ir Ii- -tr __- _ - 1Y 1 3 -• .6^_. 1]' /r 1Y IS 1/4' ,_- tr t3' IY a 1 e s• 1r. IJ' _I e t/4• - 1r 13' 1__ ] 6 1 -�: r ,�• tr t3 _- - A ,r- IJ --- e• 1r ,]• la• -' - 13` 13' I J - ' B. 13• IS• - 1 a 0 1%4- - 11 t/2 II to n r 2 / 0 1/�: 4 (B07TOM) 5 (TOP) S (eOI10M) e (tap ) i (W";.) IS• U' u _ 73' _ ,3 e 1/1' u 6 1/4• 1 ] 6 1 4' t ] a 1/4• r u• Is• - ,r _ - r _ 6 1 a' w 6 1/4• e _ (7oP) a BOT7.-) Ir a' /S t0 i/2 tr Y qOft' r 7 In a , Ir 4 In I (TOP -n• TC ,4 4' IY 6• IY _/3' Ir a 1/2' Ir_ a 1/2• 0 1 a 1/2 Ir 6 t/ I ) To 9'-6^ r__ 1r - 13` ,r - 9 1/2 13' 9 1/2 10 In 1 1/2 1r /- I t11oT0M) .. IS` - N' - 7 1/Y Y Ir - Ir _ IS' IJ•_ 10• 1r ,0' 11• r 13" 6 ,n• 1 (I0RD.I) -- -tr 1!' S. Ir 10 1/ 1Y Y t3' 7• 7 1/2 a 1/2 _ 4 1!a_' 2 (1W1 Ir 13• 0 1/2' _73' 0 In* _9 11r _6 In' ,3• 0 1/Y_ 2 ROPJ _ t3' U' - - 7• - r Ir I3• it e Ill 13' ! 1/2 10 1/2 7 1/2 __,r 13' 6 In* 2 (BOTTOM) IS• - 7 1 r 1r IS• 13' 10- tr _____ t0- 11• r - IJ' - • 1/Y 2 .---w) .. I -- - - 1r ,T ,n Ir 1� In Is, a i%a• 9 In a i/4' IS" 9 1/2 to 1/a 7 in 13' 6 In' 3 (TOP) 13• 7 1/2• 13• Ir it to* ,r 10• it" a• 13' 0 1/2. 3 (TOP) 3 (BOTTOM) 1i In' 6 Ile 6 1/•' 6f t/4' 3 (BOTTOM) OOP) 4 (BOTTOM) -- ,2 In i7 In -z>5'-e- a 1/1 a I/Oa' 2 I/ 12 in - - S i/4• a IH• r 1• 5 1n` r 3 In• r ;• 4 llr 3' a In" r I'TI - :-- `; 6-- --r _.• e• ,• 4 v:• 3 In• a ,n• j• .RCP)-- i• - a' _ - r - S-1/r - 7 ,/2' _• •r -- r _ 'i' - e' - 3 1/2• - 7 1/2' - (BOTTOM/) ___ 1J• '. Ir 9 In- IY a In. 10 I/2. 7 1/0• 13- e' S (TOP) ._ IS' ■ ,/2' ,Y- 13• ,r To• Tr- 10• ,1• �• IS• 6-i n. S (TOO) L T IY +13 9 1n'q• 9 ,/2• le 1/9 7 In• 13• 6 In• a (80770Yi tY- a 1/Y tY lr tY To' IY 10• tl' r 1J' 6 I/a' S (M) '_. - S' 13• -' e t/4 --_�_1 a ,/+ _1.... a /• r 13' r 1 1/a• ! I/2' _ 1r 4 In' 6 OOP) ....._ ..--I a (eorr ) 13, e' 13• e ! aeI 13' / 1' 13• 6 in' Tl• a 1/r 9 1Ja' a tn' 1]' A ,.- 5 1/2 A,,' e ,(TOP)s' ..- a i/4 ._- - - a 1/ .• _ 6 I/4 0 , A' / a 14" / - Sir SKEET 11 FDA ANDINOKS TYPE & VACINC TOR OISTAL.rIDNS NRO WOOO /RARE ODUMM • N•NRrUY ANCHOR SPALJNGS Ma YNAUM LOGE 0`57ANa AL NI IGIF'D ON THR S wm,F FOR C D LESS JIM NDE'ATED ON SCHE'DW MIME ANCHOR SPACNO er 161LIPLYNG SNGNO SHONFI M SCYXDUM.L W I, •'GILD -MG (ACTORS FOR THIS OPERATION TO Of POSSM1. RCOLKCO SPACNO OB1APEa USING NACTDR SHALL NOT OF LASS THAN YINRAUY SPACPG INCGRo IOA EACH AL•HOP -f ON IHa SCMWU 1/.'• i/4•* P 1/ • , e• / • 1 .'. / 1 4• / • TYPE iRrOAR EAD-O/PeNaNio _ - 7A-C-1WM OYP-i ZRNNKM ANCHOR fGICY10 (N.) I a a 3' 3 3 2 In• 11/2• r /. -- - - 1 nIIrWMMeI AXteOaT[ I"1 I_ — 1 I/Y .. t AN(t R oT 1YpE,t Rm, _. ___ 3 ___ 3 'Ir - , ,,,, ___. _._. I Ip .__._.. a I/Y .-_.- ALTIML mI E OMTJWR U D. FACTOR 1117' ..m - - --.-. -- - - - 71/Y .P o.1D _ ofa p o90 e7♦ - ,m D _. 111. .. .-.. - .... _.....t- FAD __ -- - _ LAID - -._ _ Im 100 - SPACINGS ONLY VAUD WHEN SPACER 1S USED. SEE 01 FOR WVf, AS.D. g1l DIDSIGN LOADS & MAX. PANEL lENC1 WHEN SPACER IS USED. TAREF it a A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PS1 OR LESS 6 -a- > 40 PSF TO 50 PSF 6'-2' > 50 PSF 10 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHOR$ & W/ 95 SPACER AT /2 1/2. 0C. .PLNNUNNNrn„r l',,EF1 A; 1/ll '. ''- �.''r FLORIDA BUILDING CODE Non High VelocityHUrrkane Zone ' Tir. ...p[1 I• ••_ O'n•' 6LI, FS. 1A,' „/ - r_c .:-� _---.-..- '�'��A.-..: H�LP ,,-N..'. e7020 ,n,tcn. NC, r I I L I E C O ENc. � _% - 1 24 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS, LLC, rap SW, nl ITI/U oAE,, ASS,. a,ac(»4Nw-7N3, r. (E°.)RI.. Hr ". OCAS. 20-175 CANI N. ,,,u,• BIR+a`'cna&F&TiNoc_ANY '.m r f•warl n, A,r -G•000.1191 t9nsrl A qID 4.I 'L - •„ 1_•-'i11rr' •r -fTif_-.- 11 elwn * M I. ..__. . - _, . ANCHORS (SEE SECTX)%s & AL TFR4ATNFS ON S,EET$ 13. 14, 15 &16) - J" IAA%. R-to/13, R-2A/13, R-SA/14, R-18/13, R-2B/13, R-3B/14, ,IA% ' D.M..O. -1--1 - R-IAW/15, R-2AW/15, R-3AW/16. - R-IRW/15. R-29W/15, R-SBW/16. ?IN I Oor -- -- - - - --- --- -� I 0 0 0 _I IlriI 0_i_ i_I 0 0 .-�iI I-,I�! i� . 7II1I 0 I r____-_ __-.____r - _- ._ _ _-__ -___�_ --. I -... 1 IIi _ i t i 1 ;_ ' , j /2 -------u --- /4'p-20.1• SS. BOLTS wr9t ` 4-- I ^� L. (USE '. PANEL LEZNQTH „•, I WUt. PANEL LENv H I.� OVER 7-67 /v REGVUR SO PANEL I REGUTAP STORM PANEL 0'-0" O .M.G, -40.0 PA•E w P OVERLAP M10 ANTI LENGTH BOLE (/ 1) LII-E SAFETY' oRM PANEL -ice 7'-6' O ♦50.n. -540 R-•., �\I 1A.. (Wro ovEwt AP MID PANEL LENGTH BOLn I . +j O _ 1/4•*-20.1• -0- - I J• USE T�iOuwN�P SENOfN 1 s.s BoLn w V.�� Al EA 1NE:RlM i i , I 1 i _ I _ _ _ ° I I I /2 •,A6j . ., � I _ . ' I I . _ I . ... ...... --- ._. ____.. _. ----- - F. (2) NOICJEE3 AT STUD __.. I___. ___ L e I _ - -__. __ .._... _ .. V - --.... - .. LOCATION O LIFE SAFETY _ G PANEL BOTTOM CORNERS I 0 AO+, .-' i 1 D.M., 3 . -- - - - ...._------- .--..--_ ._ , - ;{ , I 0--- -OVERLAP_ I _OVERLAP_. ----_ 1 or (�) WING NET AT fVTr"IfYD WING Nl7f Al ^--- -3- MAIi LEFT PANEL LLA011LL1�aLL91LE. RIGHT PANEL 3- EIAY t INSIALATIONS pNl1 �7� CDRWIND_10, +' wN. R-to/13, R-2A/t3, R-1A/14, R-1B/13. R-20/13, R-3B/14, T• MN R-LAW/15, 0-2AW/15. R-3AW/16. R-1BW/15, R-2BW/15. R-38W/16. - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, IS &16) - I /4' LAX GAP ff j LIFE SAFETY STORM PANEL il' ELEVATION (t) - 1 (T ; REGULAR 7 0B7 SULC ! .1 / I, REGULAP ,( `.' -' STORM PANEL (AN. CNILmP ,.LANE VALSE) „ItRPA .-STORM PANEL c ,, , .-.__. wA ow 4 / erazaav•ca*•a a 7 _.___<_<___ _ ._v:.-_ : _.. - r.:esA_ :*�Ee. = 4&rr.. _ _zr N'I.e {1 3 R I& EST * G 7 LIFE 'SAE RANEE = ,o : * a FLORIDA BUILDING CODE (Non High Vnlocl Hurr(Done Zone), EXTERIOR%y�Fs; FlOA1DN .•-��ax' wmonlEw.1.: 24 GAGE GALVANIZED STEEL STORY PANEL ORION` In ! N LNCI\ �� GLOBAL PROTECTION PRODUCTS, LLC. 01/No. SECTION A -A •`-- �' NEC O INS j 1 FEW TIN. a 6N _ COYMNY 16ou T.R !1 tTR[U p1W'F' 1131. 20-1J5 SCALE 1/4-+1' '1' '�� AAw csi-m',ar �Ns -"n PI+O[. (nI.)Ne IS.q re3. mm)E -enr •E. WL/SIrM1VK/WR- CA-0oa0119-.°A~•0 •1p w,nTll A tAlR PI ._-�� •mil t2 p 1e a 1 1111' r a r ,0R•Pr r n ,M I ___- __-_._._.__ ___._.___._.__ _..,-_._.--._.--..._,._--__---_-_-_._ — —''- - IN5TALL4TION pEWLS FQR __,.IF_E_.SAF.EZY PANEL (f INTO WOOD, S RUEIURES I I I 1 . .-( - _ __I .. - --- WOOD HUOCR 1 WOO, HCAOER 1', ww000O�� NF}OEI, 1 WOaI 11(AD(R REWIRED , I 1 ACQUIRED ' FTOuIR10 I . NfW,RFD 'I i ' .---- .I ' 1 ' /4 r TAPcoN t /r* TAcaN t I. tAvc6rF �. __ _ �- / 11, C I TA0 9 ' - ANCHOR • f' OC 'I ' ANC,•OR • 9' o c I ANCHOR 0 9- O.0 1 � ANCHOR O 9' O.C. � i 1 � I ill• )LIMY ,• 1 .YT i1' �... . _�i--L--.. 0/4' x , 1 in• 11/4- j'• 1!2 j 1l1 i I U, ':= MAT.. -. I " 1 1 . 2" I I Y Mn I Y1n I I _� wn I 1 - I 1 F"-- I 1 I .. "-.� I a I N , qR aAFa 1) ,, R 11 . b R.InI. R N • 1..1' N I , FA DINT II / t FA oW I 1 EXRrI I 4 can • N IJItSFIt,Ey,e , K i. -X.n M10 n I NQ u v._a4 R GLASS IWr I M M,4Jr EXISIING_6 1 GLASS ,/ ; UPO rW1 P1Iet Ea15T1(11i I II / IMP -e'l �'L ql T 1 A ,, . I MEnN o4R Y�j CLASS II I I O `` R NN 1 'I' A" II I N % I ( "1' MAX U I 1 Y_ I. L + PANEL LENGTH n I I '\' MO.. n F _( E °. PANEL LENGTH R I 'L" Max a I ° (SFF ELEVATION II .1 I ZI (SEE ELEVAT N II ' +PANEL LENOTN .( II 1 PANEL I.ENGIN N �I II ; 111(sEE ELEVATION " ,t{Y, ! } i ON SHCEE 12) j,. /� (stt ELEVAITN I - } ON SHEET 12) I II 1 ON SHEET 12) n I. 1 I ; ,. Y.n 1 I 1 1) ON SHEET 12) M I 1 I II 1• wr,. 1 n / I i 4 Sf.I' MA DN I /�_ T-----_ _ _ I /_ I nII PARA117. -� 1 O ,• .An 1 (. .. R r0 CUSS. I l-3� I. I. wn. '•, ; ' - To .,X 1 f L12 ;-SEPARATION E M-1 j n N a ---SEPARATION 1 ( , 1 i : - 9 TD CLASS ; I 1 e " I 2 f TO GLASS - : ; /31 G. . 1 ( ® III 'V U r- ; i I �" .. M. _. - T e a ,/r l 1 ,`.Pv e 11 ,/1' E. 1 1 L r' * - EQ I - oc l__, Eo EO ; _�-_ E ) .1 CIO ---.--- _' I , A �•RE. {C 1 -. _.. _!.. I 7 _ ._ L _ 1 _- �i ( I j +�` i if ,v c I - 1. •.-aN1 . I 1 `iI I O InATE'� ' -- --- -_ 1 ��, ,a�� f�"�'Ma I 1,'4'6 TAKON i 174'. TAPCON REWIRED t/.•* TAPCON 2•.4' WOW , i . 11 /r o.c � ANCHOR • 9• oC I - ANCHOR • 9' G.C. ANCHOR O 9' OC PLATE 41AMRCD W/ STUD A I 51AGOFRED W/ ST;r. REWRED 1 1 I,4'A tAPCYM P 1 ALTERNATIVE R-1 ALV ALTERNATIVE R-1 BW ALTERNATIVE gA! ALTERNATIYE R-2BW i 1 9 RLGULAR_PANELS SzslEL... SAEL PANEL H4,NMy�--BLS }N�LL_M4Si IIINSrS 4--- Llfi_.5AFETY__?AN" WALL MOUNTINGS I SEA[ 3/e-r .�I IL. Tilt%J14va� ;VALE 3/0-•- I j f�1 , fly ?y>?.. \GENSp''•.'➢ FLORIDA BUILDING CODE Non High VelocityHurricane Zone)! K 1l. Z4 CAF,f GALVANIZED STEEL STORM PANE L �' 44167 o.MY•N N v - - I :. INSU TION ARE 0 VALID FOR A. DESIGN - -. _.._.._ - LU ONLY AL D S.D. DES G - - - - , t * - - - n/n/Sne PER ELSE RATINGS HEFT AND PANEL LENGTHS tis *' * - GLOBAL PROTECTION PRODUCTS LL . C H � .', W[ PER EE ATION ON SHEET 1 .. �* c Ev 2 STATE __ I�E O EN i s s �f''. taco r, III 5„1Q• FOR NEW W F :R n N. I 2 0 E 000 RAMS CONS UC 0 W000 ' i T ari & [ OM[YA a CD �''.'r(OR101- Nt,1�Oid ,. !.I.A u.v DIN,[.2IX,rA i MEMBERS TO .5 SOt1THEPH PINE No 2, w/ SPECIFIC % F • �/.�`y ,,,,., iml n, I,* r. ttr, n, I R+cwc IPS.wW-76.& I" (M.)MI-ern 20-175 viI W. DENSITY OF 0.55 OR EOIIA_ """ ' b C S,Ifi.,. ..r Aow. _ w ► .fsr __ MY -'--'--- U-00001n Nn Pr AAAw� TRARM: I MIN,11 ,I NA1uRL/wn vA'rn A nun > It m ^•I . slug 11 a u ___....__.._._--_ --- _____.. a 14, i - - iI & MU _ALSO _ ?ES1QB__ ME5.�@Ir_ RAI11IG U-9-f•) AND _QRRRE,SP4HDffi-r--MAXIMUM ANDEQR-�PACINS $GHLDkLL__ _QR REGULAR STORM PANE 1) 0 rghOU.EAL SQNC$ETE,_@LOO.-$jSA&T.UM (VALID ONLY FOR PANFL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) _ _ j ti of C - o = w e = C /0 C-)en _,.,� VAR A S.D. DESIGN fNRATIN E • N (P. ) .NAXOUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW III,AFI Pl1CAeLL & A LCAIBRMTX7N a m4N AIAKI.NM PAT] Lf.L. n. 1 ) TUX A.S.O. DES1IN PARTING RATING (P a "I'Mi'M ANCHORS SPACING FOR MIN C•D. '" "it- BELOW L FO A. � 0< MM(mul, PA1EL CN. n TAPCON SKID -SET PANEI&ATE FEMALE 10 PANELW7E PLUS ZAMAt-NAILIN CALK -IN 1APCO1 SOLID -SET PAAY iEMALE UNIT IG PIWEL.WTT P1115 iAMAC-ANEW CALIF -IN ro cw.cRErt m I� , m mnr+E -_- x ro oDraNR to ro (nsart[ ro ro oWPo•rt: ro CONOaIE c •r, I arG , [ o wart kaWR TIE , ° t/2 __ _ r ro moan 7 In' - u S in. IT m Ir 4 1/2- -eB .75.-76 IS• 71' tY 1J• 13' 13' 13' Ir Ir 12• IS, to, t (TOP) aR lEss TO .H6-_N19.1 13' ' a' - _• 1Y a /T 1]' _- tJ' f0 1/2 _ IY .3" _ IS• 0 in" _ _ a 13' tY 1 ( ) lY _ 1N 13' __ 13• I- __ 13' _ 1Y IY Ir 12' 13' IO' -__- 1 (BOTTOM) .- 7 t.- 13' a' t DY ( ) / ' 3 1 t• t3' t ' J 13• 1Y Il'- r 3 Y 13' - -- 2 (BOTTOM) J (70P)6_. _ - Ir io1 e1 - " 6 r lY5 I 2 2- 7 (rah Ir 3 - - ir 1 °, ' 9 t a -1 D , •7 t - t' a/-• 2 IJ' . B- r U' iY It' 13' lr 1r ,3' lr 13' 1.. tr f0' 13• 7' - '- ;- ]' a ! -_- 3 , J -- 3 __-,-. T-I'T. -1/•• Ir IS' - _ ° 1/Y _ IY 9 1/r 10 1/2'7 1n• 13' a' - _ 12 , - i2 I/2 - R ,%4' _ li-i/4' tYin 12 ih - .. '- 4' 6 ,/_ 6 t/ 4• _ b 'RBA (OD ) 2 1 /2 2 I n I 6 1 •• / 6 , {' % 2 1 /2 6 1 4' - - _ ` •) / 1• 1 {' a / ! BOTTOM -( ) 5' -- _.-... tY -- , 6' __. B' _--_-..._. t ' 3 - t3' 6- _ - __ i!' tS' e' e - ... 1T - 3 r_ - .._.-.... Ir _ _.. - J __e..r� _ e' __ . IS• J { //2• . , 1 r - Y tr _ I. !' , • 8 - it _ °' _, - _.-._. t • II Y _ a• -._ _ e_ 13• ' N• a , 4' • i/7• __. -: _ to - _10' a 1 1• ___, . . (r0►) - .. -- -- 4 (B ') - ..._ a ,DP) tT a GM I - - DIP,�- _ C- �-__ a (•son!•) r - 6 I!z 3 _- ] ] S In' - - s _. 1 3 la , n -r e ,r ___. IT , - a 3 t/2• - _ r 9 n• t 4 n r Ir r __-_ I- - --- - Ir - .• - - 4 I!r - 6 tn' b' - 3 ,/T• - r T t!x' = • tFDP) . _ ) _-.�_ S CT _ (BOTTOM) - Era►.a a Mn-) . -�_ r .._ - 9 n 0 , Y />NOS. To ,--__ 0 n' )-t n• 7 1 / _ h- 5 1 n - ..-_. ._ 13' -t - J a 1 4' • , 2e /13' a 1/4' - 1,•tYt3'19' - 6 1/4' - a Ile - 0 ,."i ,!"1] 6 t/••- 6 1/1' 6 1 1' 6 1 1' a 1/1' a t 4• - Ir 7 In 1r tr 1J• tar t3'_ 10' 11' 1' 1-4-12' I Bop ' To 0'-O' _ Ir ]_ tr 10 1_2 Ir a t Ir- I - 7 1 -10' e 1 IS. 4 1 a• I (I ) ] To r_0• 13• 7 ilr ,r 13' to 1/2 70 I/T 11 f!Y B• _/]' IY T 1 (BOTTOM' Il' 6 7/2' t3• 13• t]' 0' ,3' _e' 7 1!r t3' r I (a0TFp1) 13' 7 ln' 1r 1]' _13' U' 10' _ _r, IS•- 10' - 11' _ e' 1]' a tn• 2 (TOP) 13' S• t]' 10 to t!' 6 1/2' IS" 6 In' 7 In' !_!/2" 1Y • In• 2 CROP) 13• 7 ,n• Ir Ir 11' fa to t3' 10 In I 1 r it 7•- 2 (BOTTOM) S OOP)...._ U• r ,i• _ -T �_- r 0- 13' a ln' ,r r tY i3' !2 it -+];-- 13'_ tr 0 In* _,r 0 1/r 0 ,/ 7 1/2• 1r 0 112 . T (BOTTOM) _. _._i,•- 7 Ih• _ 13' U• _ ,!• + 1-_' 1T 10 ,/: 11 ,/1• e' lY r f 1r.• t7- f 1n' 10 ,n _ 7 In' Ir 0' !_(TOIh " 2 I/Y /2 1/ 6 i/•• a 1%/• Q ,/2 6 1/6' - - 6 t/4• 6 ,/1• S (BOTTOM) t/2 12 i/ 6 1/1• 6 1/iP Yin' a f/4• - - a 1!•' a 1/.• i I/r 3 (soT101) 4 (TOP) 7 ,/r ] 1 e• 7 tn- 4- a• • 1/2• -SC 3 In' r- _ 3• •..Crop) r a I/r r 3 Ih• r 4- • In' r IT ilr ._r - s' _ e_- -:- _ _ �• _ !• - r - -' 4 (BOTTOM) a In• 1r Ir - 5 _ a ,/.- e' - _ r -- a ,�0' - r - iBOFN011) tr 7 In• 13c ,3• 13• !_ 10 12 13• 10 In 11 ,/2 0' ,S' r S (TOP) fOMI) 13, _ ,r Ir o 1 i• _ o•- _ 1T r Ir 7 t/Y 13 a OOp) 1S' 7 In' lY ,]' _ l0 1n IS' 10 1 I 1/2' a' U• YUZI; 9 In' 6 /2 a ,!a• q' f In' 10 WIT` IIr 13' 0• b (BOTTOM) - i ,n- t3' U• Ir TO 1/i Ir 10 1/2 11 1 0• 13• - T) -1 13' a• 1r ° 1/4• nt n , '!, 7 h / 13J 4tT / OP. (1 )' a son- 6 11• 0 i i a ,/4. O t 1• -- - -� 6 , r li 1ji ' - - e-� �• a ,/4• M, SWIT IT 10• AA-. Na,S TYPI . "-(, rot etvkA TIDNt 'TO w000 FRAME W&WOa• YN*YLM A Noa , .C,HGS AND YNM,,w EDG[ ,DISTANCE AN • 'Rn ON THS 9CHtwa "'i ED LESS TN INDICATED ON 5CHtDQkE R[DJCa ANCHOR 4MCNN 91 YULT*1IING SPACAq SHORN OA THAN SaEaAl V ME ID.LmANO •.CIORS /00 T1e4 CPL.MSC+ TO N F'OSMOU. TROUCID VAC.N1r DAMNED oNG IA'TOR SHAH NOR Al LETS ,I" Y-V'•A _" .DKA1[D TOP EACH ANCNO. ,ME ON I- ,CNEOIAL c ! 1/. i .• .-. AlIL7101111•[ . TA1006 ...-. 90D-Rt noixi 0 rY1noY.Yt rA1vc-CAN rAK-w wNMA/ AIY Il" S►AQ-' (In) I I a 3 1'Ir a •n -- IA1111NRM IPA ? IA) - I 1 ,/1' - Y _- a a 1fr - - _ 3 - ._ anARla•A9 t11 ._ w. ., _ I ,/2' . 1 1/Y .., ,n 3 'Ir AMAIL fad(CO). FACTOR 117' °SDI _ - - , Ir- oA, eM - - � =,.- r o.M 0.10-- - apt ". __ 9PMCs1106 ONLY VAJD WHEN SPACER IS USED, SEE EWLE TTI FOR MAX. AS.D. DfSIDI'1 L(3606 & MAX. PANEL LENGTHS WHEN SPACER "IS USED. 1/4•* IAN;ON [[A411NG POURED ANCHOR to 9. OC LbNCRETE OR CONCRETE BLOCY, RlOUIRLD. -U CO. 1 1 I D n IXRTN G n G ASS n II k II 11 II it r II 1' Yin I it SEPARATION -/ II TO GLASS. j II 1) A . =.. G 16 VS .D " t 10 = lO t.. ]C 3 �Ilim C p� :!5 w C ,L ID L , Q U •- 3 3 [° I; d -0 = N .- t-/ G7 ,, -o GO c -M 7 Ln � �• Cu 21 t) E _ 0 I� TABLE 01 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS C-11 > 40 PSF TO 50 PSF C- 2' > 50 PSF 10 80 PSI 5'-IO" e VAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ b SPACER AT 12 1/2- O.C. a'NtiEFt ,A II T��l/11'� Pv ,.......,. ✓�'D, 3•.' �\GENSF .,9 FLORIDA BUILDING CODE (Non High Velocity Nurricome Zone' i 0.44167 "m0 a,mo. " I 24 GAGE GALVANIZED STEEL STORY PANEL AA 9'.. SPATE of __=� _•A I�E C O OIL*, GLOBAL PROTECTION PRODUCTS, LAC. o.R. COR(DI'.t�' nwi > tmo> t [N01ME[�NN COIf.1 IWAL IL MI llrn DIE wAwr N.RIN R. A,r PACK (YIN- -1 Fa (UHT -4nr 20-175 4i. uP.i n r.��n'a n,-,u owwn NP (/0)lAl...�.�pMf�.- .... a oarcrn - �I. "...1E,M,t•Jl/aaNA,L„-/aPit *N Flo•. INy/i J PL _ - -- ., ,. V I. INTAILS F STALLATION DEOR LIFE SA ETY PANEL't 1NM_-POURLP .__ONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-• TAPCON EXISTING POURED 1/1'• WCON .EXISTING POURED 1/4`0 TAPCUN _ XISTNG POURED ANCHOR O 9 OC CONCRETE OR ANCHOR O B OC CONCRETE on MC40R O 9' D.0 E OR / CONCRETE BLOCK i CONCRETE BLOCI, .,y CONCRETE BLOCK REQUIRED, REWIRED GIs, REOUIIED. I ^ i. I - �2) G C, • 1/2 1 ,l/4'Ltl2_..L 11/4' T/r 1/4• I tlT 114. F MAX -_._. MAX: ' i .MP71. . ; -•W� - ,/." I I I [O• . F..• I EG.6 t �1V17 ' 2 Of ,.. .p +' Yh /.,. I, It --SEPARATION $A . ERISiN- 6 10 CLA55. G1 a u A u �� 61111E FOR n ,il. t , as r-ri t 0 I 'I, Ma. n PANEL LENGTH - (SEE ELEVATION N ON SHEET 12) 1 A 6 f-° _.:- /016, YGAL IA- a I> 6i l" .TAX. • PANELIENG111 (SEE ELEVATION j ON SMEEf 12) * J t L/2 1 3 r 1 I I 1 , ". ) 1 �T� ,. G I � �) d. I 7 �1 S A y�y 1�I I 16 aI/F I to 010 Oc I oC ( I 1. Is. -- 4,) - Q4 I/4.0 TAPCON 1/1.0 TAPOON ANCHOR O 9' O.C. ANCHOR O f• OC. GE'.OHiCI'-G POURED O.. .- ON DIPS„9PIXIRED CONCRETE OR E BLOCR E,AARED CfW[-En OE,C RECUMEn. SECTION R__1A SECTION R-18 9-REGULAR-.P-ANELS 9. LJEE__SAEFTY PANEL WALL MOUNTINGS SCAJ 3/6-1' 2'.4' WT PLATE REOUIREI Me" 'At SHF[7S 15 & ,e MR ANCHORS ANCHN TIP( IYPC & SPACING FOR NSTALJA/IONS MITI Feew WOODW*0 41 ANC WNAKSSPACI YNIAVY ANCHOR SPACINGS AND ."MOO- _ _YnNYM' AKHO, *HAoAo !t)_ - 3 CODE DISTANCE AK INDICATED ON THIS -,pA,A,1„ N,, c- I'..) 3 SCHEDULL FOR ED, LETS THAN OVICAaD ON SCHEDULE "COME ANCHOR SPAUND _ - . .._- AwtaH" A.WI OR) ..-_..._- 1 _O•*•." Amic �IQ WA) FACTOR in YULLIPLYNG SPACING SHOT ON 6CIEDGU 2Y THE TOLD*" FACTORS -.--_. I ,/Y DYl rot THIS OPCMTR)N TO IS POSS1Y3. REDUCED SPACING 1> mwrl US" ACTOR SHALL NOT eE Lt" THAN -' , /2. on1 YNMYa., SPACING INDICATED IDR EACH ANCHOR TTPt ON THIR SC.XMr 1• __ OA. ALTERNATIVE R-3 9_RULAR BANE 1 1 �/ ` I /� / 7 I 1 / M. I it II- SEPARATION I I1 I / y-2,Y,• CXISr(NF'! 10 GLASS. + J 1/.YI-ri,• EXISTIN'O�II 1 u. 00Nn ►,Q f.USS 1] w-n MIEN CUSS IT I I R U OOEA R ._IF itlemita. 'A 1 1 A IA dIPIiA' N 4,.- I a°`WIH ISQI 7`) N a i II N I II1 I 't' MAa. 11 1 1' WAX, I 1 1 PANES " 11 a 6' PANEL IENOIII n 1 II - 1 0, fLTI 12N II I (SEE ElEVAT10N II ,' MITI I_... I ON CHEEP 12) 11 I I ON SHEET 12) Ir SEPARATION - 1 II , 1 0 TO CLASS I n I 1 - I �) V7 ; 1• ``7 I 1 E.06 1 F04 1 1 /," I I I EO 4 1.14 -.Mi to1 .. ..{y w+ MI. • +a y13 oc e n ,c 7.1:. / it I/4-0 TAPCON :1 _,/4'0 TAP'CON ANCHOR O 9• oC ANCHOR • 9. OC. •.QHCRa F1r e, OCN-HET. u,• Corr_-- 5 RED 1- Ow SECTION R-2A 5.E0JQ R=a,@ 9 REGEULAP_ PANE L$ O LIFE SAFETY PANEL WALL MOUNTINGS „fll1A,, SCALE 3/0-1- � A .- ` \,\CENS - No. 44167 ' *; �' , STATE OF It 9W./IO.AU AE Tt FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ..'a xltco. A1c. 1. 24 GAGE GALVANIZED STEEL STORM PANEL DRrnH . j n/a,/'m ' /� I -_ O INFO INC GLOBAL PROTECTION PRODUCTS, LLC. oa 'zt!% nu � rts"Na r ENa th,e o compm d°1,a�vri'IIa� Aw, > EY R1Ir.. 4Ts{e, n YIr }Re-4.,,1 20- 1 J5 n,... Ilm, n, ,w`+N.. nt-,n, NWrNE LOBO N44-15.5 1. (/5. •ALTRA . TAU- ,,, V m SHrn 1 a t4 —_________ ------._------- - - _... A$_TA_UATLQ_N__U T_Y_PA_NjLZ INTO WOOD STRU-C-TORE-5 WOOD HEADER REQLRaFD I/4•. ,APCON VNC,EX+ a 9. 0 C <Z / 'M /1 MAX. (• e C' �Ran 11 to (IRA , ri 71 MOATH, nn• 7-Y1 .. IIAX, I PANEL LENGTH (SEE ELEVATION ON SHEET 12) SO 1J2 I 'y I eat/! oc wI -�.. . I. 1 1/4-. PANELYATE PUPS ANCI,OR O 12 1/2- TIC WALL MOUNTINGS SCALE 3/a.,• NDIES: : 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. ' DESIGN PRESSURE RATINGS IT,,J) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC -- DENSITY OF 0.55 OR EQUAL- ---------..._... WOW HEADER RED r...-...-, I I •., .. 1Prou "o1O0 O.0 I t2) Min. i- �r--il-,...-.. _. _ 1 II iI l I i¢ 11" Ear' 9s Ran TIRO- 1 IitSill!IDyt CLASS II IEy I j I 0 1 1 i" MAX 4 • • I 1 6• PANEL LENGTH (SEE ElEVAT10N 7',p1 I 1 I ON SHEET 12) R II to r' TII H , I I II I• . 11- -SCP MnALS I I I r T, ) 11 I_ i •0 GLASS. I I a' -__ L__ I I ,,, I 0 a Vr wCO 1 1 E0 , ... _.._. I .- --I I 7'.a• WOOD PLATE 1 REQUIRED i 1_, 1/4'0 PANE'LMATE PLUS I I ANCHISR O 12 1/2- O.0 I O „I1 ai� ,A.ilj'• � I I I ((FE SAL \, '' \GENLr'' � ,,I I'3LP.1.., No.4416T - FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone * • PIP1G 'Luca..A F�. ( 24 GAGE GALVANIZED STEEL STORM PANEL STATE OF : cc q S - _ ;OA' ft0R _-_._- F ' •• 'I%I IL ECOINe~ I °Rr1' o - -- � - - ar n tow GLOBAL PROTECTION PRODUCTS, U.C.- /d, S / U NAl E {• I , L-�.-�-- r t nnua & [-oIN[4RN9 .1 lw ewYP R* „• r >A *r •Roca A a,r N. - .t1DA S•.5, 314 M R 9U,. Y,. 20 7 I Irll, A��'t� 1 IM un !^ r[ 3*N/fI7.A1tpYJd1[ •.•. tM•) u,-+.Y r . rV CA-a0LL ". w.TR .. DUR .�1 F IAa I T 1 _1 5 PHCN( - I0 (•0•)RY ,34q (M.)4b r. r ,� oFA1M,G N; a 9Ntn la a a .____ -..—• N 0 cn M 0 (1) � ,_. U = (L) 0-0 M=0— � j � C/) = 0 = -0 CU U O M -0 U) _Q C 0 0 Q = . L_ 0 0 (10 (D O(A 0 -4-� LL , b — R3 /Y / S AA �� - % V 0 n , 0 L _r W CT3 �- W �+ 0_0 Q F— � _— Cf) Q U }0F L. , W V Z3 M O U) 0_ U M 0 ot U U) I L. co W 5 Q Z Z Q I n_ SHEET NO. S H 1.4 ■ '�`LPlW F4JRrWR'W'E"Rn• 1' EZ1/18, EZ1 W/18 ANCHORS ' - - (SEE SECTION E21 A At I[RNATIVE UIW ON SHEET t■)--- ----- ,' MST. err. 9;(SEE NOTE 2) H,)1//® ((o� _4)Fg7E T) or -_ t/Y O 0 O O O O O 0 O O i -T--- --� I .i I t] ....,---T--r-T1'-T -...,,.....Y�.._r..r._.r,.N."''{"....T..i_..,."r... ,....i_...T....,...,_.r.... _ (.,.T_T...T a.t. 1(ENU PANEL) 1 (INFERIOR PANEL) I (INFERgR PMEL) (INTERIOR PANEL) ETd1) PAWL) .(..l SEE NOTES 2. 3, 4 I i III a SEE NOTES 2, 3. 4 I , a.D. 1 AllI j I � � • � � �� I i 1A OVERLAP T• l cnlsl5NAPPk ) Sao IJJ_LLJJ_LLJJ.1LLJJ_L,LJJJLLJ�{<CL1J11LJJ_LLJJIFLJJ_LLJJ �' . MAN._1 �. TAP, _ J' SEE Non 4 - . �-. .._ . w)rl. SEE•[ W./Tnl ISEf T 1' Yh ANCHORS O f �,Vl TqR ('EF SFCT,fkl C71 A ALTERNATIVE f21W ON SAr[c 1e) '- EZI/18. EZIVI lj) Fit A�L_EVATION FOR SERIES 2000 E-Z HANG STORM PANEL (,j,) SYSTEM (t) AP SECTION A -A rrlr Tit[%li k y�?.•'' EN '. 9 44167 * STATF 010 p F ir1/,111111111 ENGINEERIN( ENGINEERING EXPRESSP PRODUCT EVALUATION REPORT SAptenlhei IS. 2020 A J Ncalion Numbet 1 785D 1 - RZ i P EX Project Number 20-31543 Product Manufacturer All An Trincan Shutters and Glass Manuraelulet Address 1540 Donna Road West Palm BeRrh FL 33409 Product Name b Oescriptiort 24ga Gatv mzed Steal corm Panels LN Large MEROIT Impaot Ro3mtnnt Scope of Evaluation: IN, Piodud Evaluation Report is being issued in accurdance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rub Chapter 81 G20.3 006, F A C , for statewide acceptance pet Method TIC) The product noted above has been (anted and/or evaluated as summarized herein to show carepfiance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at bast equivalent to that required by the Code Re -/evaluation of this product shall be required following pertinent Florida Belding Code modifications at Substantiating Data: • PRODUCT EX dl awI n gN 2 0-315E4VJ AtlLUATION DOCUMENT l .4ga GBNeFi nd Steel el fitofm Panels((HVHZ b Not-HVHZ)sheets t -5 prepared by Engineering Express, signed b sealed try Frank Bennardo. P E is an integral pad of ties Evaluation Report . TEST REPORTS Uniform strltic sltuchual performance has Men tolled in acco(dance with TAS 202 test standards [let tut.1 reponlR) NBT-ASG 17-001 by Blackwatet Testing Inc Large "&site Impact resistance and cyclic loading performance Has been tested ID accordance with TAS 201 and TAS 203 lrKl slandRMs per lem roport s) NOT ASG-1 7.001 by Blackwalei Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS Sir UCiafal enCPneeong calculations have Men ptopated which evaluate the praducl based an comparahvu and/or tabonol analysis In quality the fallowing dRglgn cruens 1. Max lmum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchoi Spacing --------- - 160 $W 12'" AvENUF SUITE 106, D[ERPIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TF ANip1E N4INTl RINGE%P0.E95.CUM E NGINE EAINGE x P R Ea S. COM y9t •i. RC I C.AIS 7Zac •K Ter h. .: F. ,.`�'sJ. if.-IM,t I • lyy I I„HrMI YN.I TIN e .AST 1''ANLL©TO BE INSTALLED AT EACH OPt,NINC SHAi, Al -WAYS Of PROVIDED W/ REAP HANDLE TO FACILITATE INSTALLA ION IF INTENDED TD BE rNSTALLED FROM INSIDE OF STRUCTURE. (1). 014S Il IN i tN L 4 C : I T CKS STfglla PANEL SYS7E'Y ONSISTING OI AN L / Cont TRACKS TOP i BOTTOM, (7) EN0 PANELS SHALL ALWtr BE CONNECTED TO BOTTOM t1PACX C,4RWIS£ A STrW RAP SHALL BE PROVIDED AT rOP OV SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHAH. CONSIST OF 1/44e-20P3/4' M,S. W% '7,J8'00/32' WING NUT OR 1/4'ei3/4" Min 14UMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLANGES OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i IT. A STOP BAR IS ONLY USED AT TOP) AT LEAST IWO PANFtS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTON OF MNI':t Tr; t3rT )Pj TRACK MAY OCCUR AT ANY PANEL LOCATION t FNSTALLATIO14S ONLY VALID FOP WIND 'PEED UP to 170 m.p.H. FLORIDA BUILDING CODE Non High Velocity Hurricone Zon o7D1O .}Hm rc 24 GAGE GALVANIZED STEEL STORY PANEL cF Iw.NW x JL I E C O GL08AL PROTECTION PRODUCTS, LLC. +t��YrANT +ePA S.N. SI SYln MrN'Nr n u,r IL To 1 20-175 .». ura ni-to w 'AN, 4["-,Ft, er«X+L; ra34Mr-tb.1 rAF 14}+• et ENGINEERING Page 2 OF All American Shutflns and Glass - 24g■ Galvanized Steel Storm Panels No 33% Increase in allmvable string has been used In the design of this product. Separa0on ham glaang N: Fiat iequued lot Installations outside of WNW Zone 4 and asunbal fsc ildies. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test rOpnrt(sl. and is accounted lot in the engineering design of this product Mind Load Resistance True product has been designed to INSIST wind bads as Indicated in the span schedule(s) on the respective Produ(M Evaluation Document (i a engineering drawing) Installation THIS product shall be Installed In strict compliance w4h its respective Product Evaluation Document II e engineering dlawtng) along with all components noted therein. Product components shall be of the mNenal specified in that product's respective Product Evaluation Document (1 e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in sincl accedence with the tespective Product Evaluation Document (I P engineering drawing) as noted hevain All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor Schedule. Host sbuctme conditions which are net accounted far In this product's respective anchor schedule shall be designed lot on a sita-s iectflc basis by a registered prolossional englneet All components nt which are pei aFi nt N1Fista installed shall becontaminationagainsl cruslDn. an d other such damage at All times This product has been designed far Use within and outside the High Velocity Hurricane Zone (HVHZ). Res cilUll pe y. ..Fin✓ l 'lY 4" CA' Frank BCrinarda. PE ENGINEERING EXPREssa nPE.00,46549 I C'crt Audh 9985 160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORfoA 33442 (954) 354-0660 1(866) 396-9999 TIAMOENGINEE RINGENPRESS. CON EN4INEIRINGE"ARFSS. COM •r.0 l•. YIK :4[ Jnn .r ,n %EVTRAHtiM _ Itt".'+''oat •_ 26Wn ry1 AM\ T'NM / � i /J 1 U I w. 1 u.b:; a• R:v rArLNF'i S J.T i. t LJx z 4E2 - r - T n:r: N!: -ii : C1JI LNW -FN H �I, �. III r.• Wt'rJY 71 FLL A N • H C[ILTWIRn R NOUN, TI011 "' � "R a•. ` Li l 1 'r L'C. n • . r wL, AL .wry ' uY _. ILLIML WALL NOVM 1TRId ta.ll T C--YI vAt-_trw .vIl�Yam uYIr" iM rrAA•irn-a-•amavc, u•� -r L•Arnw••.Ti. . aI'.II6..AU"! a4sR�::r,nr. n rrw err vMn Fi TI,Jf wNA•l Nlu"'m vr,,» X„ -rs+y'EA y. •:n U1 +••n, 41,1 a,yl`rJ N.J .4 W .AY Y,a • - IJ11;. JI J.-, LSE y^1•H':. r•nt•e:r �h n s r.l .n,AN1•, rEn::YL[CLF F tl+n;u] V4 icy'. "T ✓' .K'r'T,b 171b)4C-.]7}11.3 au�xru. Na>Hcuu.i nJ: ,:n , lid' it., ) ..DIH'ti4N.J.9- i Se'+M'71ALUZT iJ"Yi.,ti :•I A,'JKx .'J ir,., r_'..r •, t<, _. _.__.... _._. DP/tlNK IlVIB3TTfJM cioS'URE D_INL rt I:I MIYINN,N,Ii.e. I. t'T _ - I t f s `A F^ M 4A- B R g! 1 it 20-31543 tev Rlenaw: IIJSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL .1; INTO POURED CONCRETE. -CONCRETE BLOCK AND WOOD STRUCTURES .L tie. P0 LA4EDLb"CRETE I .I _EXISTING OR 1-/4'e TAPCON CONCRETE BLACK t, ANCNOIt a w O.C. REOUNED _ - L"' 1/.•1 TAPCON 1, _ ,1M7' HEX HEAD TEx wnOD HEJtpETt 14.1• HEX 14M TEAL ANCHOR a 12' OC '' SCWW • 4 FRO. EDGE OF REOIRNEO - 1 - • 4' FROM LX EDGEEA r1 i + u„ I 5 • si aa U 1 i - -L 1 A9. NYN R is. gain M 1 1 BOLTS •JUe M FA 0•LIRM - B I" MY1. t 1/2' (DJrlA Ile"Nomaa K I 1 1/7• N'SEPARIiTQN t I 1 1' U., I I EXISTING N TO C1A55 CLASS -II II 7/,1Y (/r^•�-�� ALU0PAUM OOt' + -u' Rwo CxIS,ma GLA55 r-SEPARAIIUH a TO OLASS J//, 8'1 I ALIRIINU. POP „� RnET YA __ -y ` ILL I Ll idLn •.(�/1 I. CAMItM- q I MAX PNIFI l i 1 EPHTIM # 1i/E. [0./8 • IA ' j PANEL LEAxNGTH f Ar a YAM - Y L_ r' i 1 f• Yr 4-gpaRA1 i 1' la" 1 1/4'0-20.2" d TO GLASS. ' ' 1 �✓ - I n/uMBscaEW ITwit R OTgw45 r1FM1• I THUOF V MRSCRrw ; 1 no I 1 J LAY t . Eli •. ;• U _ .j / "" r"., .I MAL .. 1 i 1/2. I _.._ V ,/4.1 TAPCr [[xISMHC, POVNLO 1,%4'1 TAPC(74 ANCHOR O 12• or. 2"t4' WOOD ANCHOR 0 12'0.0 CONCRET[ OR CONCRETE BLOCK REWIRED 'LATE ACQUIRED WALL MOUNTING SECTION EZ1 SCALE 3/8= - }4111NN1111/� ALTERNATIVE WALL ►AOUNTING EZ1W SCALE 3/8=1' NCI # MIN. 'DEN•c.-., ✓,y6,, v "r •••.• i PANEL LET'ICTIt [ 01441 FLORIDA BUILDING CODE Non High Velocity 1. INSTALLATION ARE ONLY VALID FOR MAX A.S.D. DESIGN SMALL BE 2'-6' 24 GAGE GALVANIZED STEEL STORY PANE PRESSURE RATING 4/- 40.0 DO, AND 6'-0' MAY ?o $TREE ` GLOBAL PROTECTION PRODUCTS, PANEL LENGTH. q 90' - --r JrrweT• IL E C O slee L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , fi0RLD 2� 1 ENOLWL7:0.NI0 C ANr .Roo 10.. e" ms MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC J E� ••.•.tiw,.rr - , m ww.., 4•le6ai •a+e-r3efL rtr owAl, R. 101u ..'.,rH R?XR: 1W74aP_:.NA rre (C4JlY-EKF DENSITY OF 0.55 OR EQUAL. .s(` �P _�LL�.�_ rnJUI` .. nW' p,YNarJAFlc„rt .ltr �v's ,rl. At ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NUN-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONK I. P, TYPE AS REQ'D) SECTYONS -T D LTSWI! WA STITCH T i WA N DOLTS WITH 5 EKED YYINGNUiS FASTENED # OVERLAPS 0 MIDSPAN (USF �'- APPROPRIATE SPAN TABLE) PLAN VIEW W F RD.1 % / pp BOTTOM Nt \ + fcowNTVPEA' \ 1 RFQ'D) \ 91' MAY BE AT T a BOTTOM GTYPICAL VERTICAL MOUNT ELEVATION N T = ELEVATION TOP MOUNT (COINNTYp Ln''� (SPAN ABOVE AS TRUCTKIN) I PE OBSI UC ON R IT (LOCATION MAY VARY) BOTTOM BELOW TYPE As PET (SPArN OBSTRUCTION) FANILS MAY Be NOTCHED AS 0.EQUIPED. OPTLONALW •2D ST1 TCM BOLTS 1NITH WASHFRED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED SPANS ABOVE a BELOW OB51RICi ION OVER' 0 MIDSWLN (USE APPROPRIATE SPAN TABLE:) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS P S ALLOWABLE PANEL SPAN & GLASS SE PARATION SCHEDULE: 4 - VAN . GAa„F fl$ f, •.Y,•A T MNRM STORM PAN RA MNFRUM r.1 A'.' UA4 1 1 8 5 r i Ilrlf• I WI 2, W1N0 rONI A IS tN W AO JIB MAXI.__ _ MUM.- ___._ ,. DESIGN 1 A ALLOW BU ' INt4W'AW SEES MSAN30-AMVt ENTER N S I MESlV4 A SPAN I I riY A G N AU ABUVf WI Of HAN 30' ABOVE MUF / ' 139DM BOBr 41n aB 7 I 77s + 13q,oM 60(I N• � 161n_ _ a ..� -_ 1 1JRAJn e.Qs b1 1.14 rn - 9 19aPM Fabn lla rn -1 So � 11DDN 6,06b Is I,, I.0 / 1O6.6M BWN r14w _ N•61 lS7N_ 4o7W + 4s / soul _ saN 7 in 7 7 DNAN SL.MtIJULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 9 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH T V S LESS THAN OR TO POSITIVE ELOAD EQUAL NEGATIVE DESIGN LOADS- � 2. "PANEL FASTENERS" ARE STUDS USED IN N M MOUNTING TM CONOU ACTION UO ALL MOLT LNG EXTRUSIONS 1•F^.Taack, STUDDED ANGLE. Er[.1. USE a2g• O.C, PANEL FASTENER SPACING TABLE VALUES FDR AL "H` Alto (INCLUDING BUILD OUT L l [Dnbmons BETWEEN AD I I. LINPAR INTERPOLATION fiE LO S 5 ACCEPT4141.E, OTHIER WISE USE NEXT NIGHER IQAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DETERMINE MINIMUM AiLOWASILE SEPARATION FROM THE OPENING TO BE PROTECTED, 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. 07MERWISE USE NEXT HIGHER I DA0 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF FSSEWIAI. FACILITIES IN ASTM WIND ZONES 1 THROUGH J. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENINGIS REWIRED .. w�.nx �Ms" rF DEIbIL� s9£; _�%..4„ It MAXIMUM ALLOWABLE F/„TIP Vqn. U, .":" DESIGN PRESSURES: n.AI I AS NOTED IN DESI15N SCHEDLII_ES DESIGN NOTES: � a „r POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULAi ED m e x FOR USE WITH THIS SYSTEM SMALL BE DETERMINED F'ER SEPARATE ENGINEERING IN ACCORDANCE WITH THE ggg GpyERNSNG CDC' PRE' SURE RE�IItREMEMS A5 DETERMINED 1N ACCORDANCE INl H A6CCEE ENT'S CHAPTER ,n Le D o IU11 ll+O9E I)F ME FLOW DA BUILDING CODE SHALL BE LESS THAN UAL TO THE POS[T1VF 00. NEGATIVE DESIGGN W u � ppppgqppEE5EIQ5 LISTED MEREIN FORA NY UPI'CARA ASSF VVNAI.UES D"w" GENERAL NOTES: E U��p 1, THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN r. u W 'l/ ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDAGU1LDING CODE "VORTH ceTION (30Xn FOR USF INSIDE MD OUTSIDE DF THE NUI2• ININ OW '0 D 7A6201, 201 AND D)TEST pRaTol-a Ls. CONTRACTOR SMALL INVESTIGATE AID CONFORM TO ALL LOCAL BUILDING CODE AN ENDMFNTS WHICH MAY - LA APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADOMONALSITE-SPECNIC SEALED ENGINEERING. (n 2 NO 33-1/3.4 INCREASE IN ALLOWABLE STRESS WAS BEEN USED IN IME DESIGN OF THIS SYSTEM, ). THE ARCNITrCT/ENGINEER OF RECORD FOR THE PROJECT WPER6TIW �11R! WITH WHICH THIS DESIGN is USl08HALL e! RESPONSIBLE U _ FOR THE INTEGRITY OF ALLPPORTING SUR TO THIS DESIGN H Su FACES u e WHICH n (MALL BE CDOROINATED BY TNF PERMITTING COIFTM(TOR, ♦. sevaRATt'Snt•sreculc'SEALED exOINnllne snaLiu RlpulREO In Z OADER TO DNIAT! P�OM LOADA Dlfl.lcTIONa OR SPANS CO to Q HEREIN. CONTACT THISEN GfNEE FOR ALTERNATE SPAN CALCULATIONSAS NAY eF REOUiaeD �' u 6 THt 5 SEEN DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE InFORMATION POP A. SPECIFIC SITL FOR SITE CONDITIONS DIFFERENT FROM W m H < }} THE CONDITIONS DETAILED HEREIN, A LICENSED EryGINEFR OR REGISTERED AREMITECT S.11-PREPAPE SITE SPECIFIC DOCUMENTS rOR USE IN Lro IUNMGPJ V11Tn THIS DOcur4eNr 'JA•' g D. DESIGN PRESSURES NCfTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BT A 3.5 5AF.TY FACTOR. 7. qqLL FAATENERS TO BE OR GRGTE0. SA[ GRADE 5 UNLESS NOTED j .0 OTN F0.,YPr FASTENERS SHALL YE CADNIUM!PLA ED OR OTHERWISE CORROBIQN-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTUAW SECTION 12 BY THE ALUMINUM ASSOCIATION, � G INC,: Y ANY APPUCAALE FEDERAL" STATE, AND/OR LOCAL CODES. 3 E At, STORM ARNFL9 SKALL OF 24GA Street- L.0.024" [ sTDRMPANELSSM FOR T 'ASS TBUr UMLOUAUTY All CON M O AMIN 7 5 COATM ITLLa&41IN N Mal I. A w u PY Xs b0. LL W ID. ALL ALUMWVM EA 510NBSNALLBE6O4ATaAWM1 UM ALLOY, ALL E UNLESS NOTED OTHERWISE. Q AS FIELD 11. TOONS DICTAM PANE S MAY 66 IBEINTMOUNTED VERTICALLY TL PANELS MAY BE MOUNTED VERTICALLY OR AS M AL YA6APPLICABLE, HORIZONTALLY OR32oN7 L A B M E V ND Llrf N SHALL E B Y V O,p 12 CONCRETE ANCW RS NOTED HEREIN Q NON -CRACKED 'S REC TE ONLY. INSTALL ALL CONCRETE AN 010A6 PER L AN MANUFACTUR R5 RKOMNENOATlON9. - 3ac' eE C�N•,TRACf0� 15 kE� P0115IIPLE TO INSULATE OR PROTECT ALL •' • m•ALS TO PREVENT ELECTROLYSIS s l9 8$ I "if lit TO VALIDATES LTIUKTURAL DESIGN AS 6Y ATION 8V CONTRACTOR, it. ink IS ENOIN[Ell IqR ALL f,OET •DAMAGES V 9 «i L" FEES REWL O'FROM NATER{AL :ONSTRUCTION PRACTICE BEYOND rmA I< •TT, A FTO[tat COD_ A R.a. � !D HEREIN, NO ADDITIONAL INC INTENDED, yy C OTHER MARKINGS TO THIS COCU M[MT E THIS CERTIFICATTON 61 Y LABELED WrTHAP.NIMUM.OF (1) LABEL II R SPIDA PROOLICT AP PAOVAL NUMBER v.','.+"rw+• «•r«x 20-31543 REAL - VISIT ECALC.IOISIW3PAG[OnncR3PnDNr Nei aYIl�VgE%PR05 COIARTOHE AIY,*brNt Mtr IOarM,a4 R.x.•C[3 - p MINIMUM ALLOWABLE SPAN SCHEDULE wr i�:T'�i0�7fiEiJs Eli EIi + EFi ' "'�A�_..'''] r5ifaidEt"9�E��m��EFi�i T �3Lli"'WF7�0[iF�EEi17E:i � p mA � 77"fRT^7 EZi6rilEZ'iEiG'SipE�ET®®�1' �E��iyyi��[p9� � CF7E7FLisE?iET'iEI1CirE?iEi7 I E3CT'iFJ'i�.. E"RLF^3E` "^T1EE37Eiin1mr-AEIi e"I 1 now" amI � !'iJ8E1�E:ilE_Ji[cliElilEJ7E>iE3ET..il:lll a ry a M fn Jr 4 N [sj M AYI A O •I$ W U i[ Ltl R W- b u H 6 2 W W I SPANS DROWN etc A.e ini"it l AF:t bP.-1AlRV ON Me I:pN INn HDe, U M' rMIN6 X m - - N -- NGN1111H)M+r the W YDnnW. r4N[t. Hwlnra 1IAN,00M e0'Ife IANE MOW. Wt NOT ALt IMAY4 _ NO31'IL NMOM YAff IONEWIWD WIMY PAWLtnNGTN I9 WIi,1R LIAR wwT NURW PDY ilou xeTAecrrw w MOVMHNB COMBINATION a0DVE QIJ L W l oDo FANI It3D•TIPN iOdo."llo, r,.n MALDOD0.1 ItKYIa4A no "1, Be uSl RYAOOUI MOUNHMG CONOI 111JS. AlW 2DR STOW OWYK yL.LI KP[R 11eTAl1 �n n WnW n It +AAA /N 9 10 0 t.pA AMJeY ro W. 11nA (WIN rAl WtIW WT bTnly' nDLT51 AND lAel FAMetS. M e01,+WITH FAND rASKNF.S n r"• S' Cr A 1Y' 0.c Z s MIrL o. epI7tMO. PINT IwN MUH ant u x9' MtYI YNNC I M TIO DFHOnH Q L`r4WNL Ka PI'Ml t•1, uMNG wNr etrJrlllre/ ,:7NpInDN DNDWN IN iM4C nIAVRNG: to UP. N rl~tOPTIONAL INTERIOR FASTENING DETAIL � N.T.S. LU C <y < YY w LANs tAH[4INFYNIr: IMpM INfMbx 'Q7 v � AOWPAM W g ►MILL L Q K- all J H,Rs1"i"W IA M1CHiW,A AW "No FHA it TAw WJ eN N4 A$NLIIIIO WlNYnJY J Q 3N IN got FACE! s9,AIIAi$N'�y' �+F t. M '•10.1"H.FW,Ne SCA[w YYUU f SLIIRM $$9 « rY , pI! L W O. INW.4 1 IDt C ffNlritto. OM I° r I ' PAEU51aNro ADMr2M vAW,I 0F8YIE 0j��• 0.OHOM ntWN1 tCON•I1 "BALK bF pp R F�i - REo tl+Mc gig X' 1 CM, T41T V RaD L'OeRYr MrM tBMLe. . 20-31543 ".ca / ANCNa43 RI t •JsiM. •_vNrAi,F D' NFAanDM nO:LOW MM'•a wxro nAnrr IT Oi IM IE.ANCrOI• 1. vu 7.T TsrL a tAn• T7RB RNa MIACFNf 10 rc+te. IWNFtI M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING n 2.250' aA9A• 3990" 275tl" .. 22b0" 0,060" V+lu 61w, 0.094' 0,750" k 1p3 62, D.094" � '�,125• SA99'r = � � �' M tA7 at:.• � ea N Q 125" Q Lp2 8$ ] A 1R Q S 21S BO A94" xi .094" `� rn' '1" to in .a o6 -° a09osi:.D6z° OS ^ �� 1910" t.93W -•l �� 0. 10.3757tI p62' O. l'.5" I EN IE k^ 0p6b L.000" - 2 t.2s 2" ,03a 3.tX)0" O a61" 2�„ -I Z.OnO• I-- +1 2,000" �- rvP w X I8• 7. 2U" .> �.721" 1180" ,DISH' HEADER ��J' 1�aAEpaUND•-OUl V' HEADER Q}µr-lE 4;Y.I�NN CLOSIIRF _ $j� -§� lJ CJ�--_ 0 dr. m N ItiE7 I III, II.3.3B0"WLX. O�%A 0.]l3g„1 �t2�m� S.SL12.500"PANEL�CO C-RAGE�S10 L.I 0179• u�r-tE655" 019�i�rOOAb55" Q�0r�1-T!'69F' 0.�6" t7.750"-1.007" Nrt� 14.875' PANELLING � ' 1' Le. 1.O,S45• I CI A-iSLr' I-0.05D" i $ O uL V D[AEcnou •J{0 I T- am* T- 0.09D a=N� WAr AE �- 0 085' 027p - ) Ds ` TYP ^II" TYP 2. 070y90'\!"�•" 0.215'-0i700` go 13S' In �BlRLO-d1T 7 111ACIf Y M6GE r µaf _ TRACII 0 C iNACR sa vJ � 0.957' 0 I75 I 1' "E5g55" ICI _.tE'"r O o.j`- Am'.Yn1rYTY AAY Nt r�g1 I-3.000" �0.1Y2F•5' �-- RBJDLB¢D AiIOLL - CN IEx1EN0EM Smi. d Loan" ///''' �. •:v�o'• 6lr- caru Aiivn (n 1 •• OVERLAP a n SIR [ 4" MAR,- �L NTINER CLOSURE pEtAIL �- _ �' �25" MAX. nQ V �r ll p p!' ':o4oure .23' MAY, U } v < Y eJ' tr..� � r-nJ.i r•:-esr•N.^.L^.a flax w •IA „x. "Y- EII T.'r �44'tT tf•AHr .Y' v ^, w •n LID• W n 1 M OL'mT NCE ,•••A I• •rr •J rnFa � `1� JWIIaJRUF H r D•Nt N. ' I ,.I Q a,vt M rRrl l" 1, 000" F� a .irla: a^•;aarxr H.•' Lou'•v: w: u.n., u..4•>_.:IH,.. :;., _ ��rMl',i•_N ..::r'xV sill« AO IA'q.: IM:.N: JJY t«LK . fhE1El1 �pnJ_. •.MrseaeM> +a.T.:i' � ��tld S.DDO' 71 W N.' ix Y-,,, _r..•W .. rt- 9 OVERLAP J 3.B2D'y y 1 A inJC µV. MAX S' MAN ` r+Is+11 +.'451e1.Y \'r•4JM.TR M' MIN n Tr a W 1.50(i' ^Lit MI ri i'w,"r d19g G•EC rn: NAY cI N, r. A`MAX. MIN - IJ5'NA.•I. (l IJ �,-r III 1^•fA .Fill. \:n AV• CL 'A"u hrOAHf0. CL04UItF DE1NL --M EMBED �•s.. N+CrN.; dd Y A n TRAPNOUHTTlp6lIPE INTERS ..'A- 11-F yyp F�?'. •epT� ■� ti! �I 0]M1VOM rANH ¢ XN,AFO IC 20-31543 PAL[ PeJKR1PTteM- ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS 6 12 V O.C. 2.5" EDGE DISTANCE -1. MAx D[BtaM TIN P A '- d •¢ BP NurT 20 t lY l.'O_RIY ►t CONY 7Y►t OOYY IYPt "•« i r R.CMOa PR[6etl■[ t IBF C1 C2 q C. Ct C CA CS C2 CA CI CS 3 1.OJW CWaa' C BINARY VITRAC011 'MYrr' A.:.i/.' ' tV 12. 36.0" 14. 7' 9,9' 12.5' Ifi 0' 0.2 QO" 12 4 16,0 9.1" 6.1' 12.5' 16.a' 1l ' 8 9.0- 1. .5' 2 160" B 2 SA, 12.5' 16.0' e 1" 51" 11.!" 160 f0.1" 4. [' t7.E 160' ■l i4 IDS- li 0" 01' 9.• 12. S' Id.o' 93" 0 .3" 12. •' S L ILr $.A- 1 ,5' 2 16,0- a$- 34" 32 S' 1e,0" al 94' 1,5 2 60" l a4' 1 9' 16.0" a 9." A r J ]I V. I6.0•'Ico ]f9 12.i' 14n"1g.0' lT 0' /Is..IS 1 A OLWNT UHMCON 41 ♦[ 12.5 - ]e.0' 16.0' 134 12.5' .0 1 2 .6 l2 S 16.0140 9,6' 125' to D'I49. 1 1 } 12] 16.0 1l9 95 123 is., 319 9]' $2 VI16 U' ]3B' Sd.! 16,0" 11.9• 9A IJ.9 16.0" it p V.S" 1i 16 u' 11 V 03" PS' Yi S 6 " ] ,0 13 .9 9._5' lI7 �q'''-'•�^''��•"•^�'T2 6.0" .9' 1 31 9.9" Z 0 J d9 Pdrxr Ra o su All $ U ,Nv:z:-,11•:, 41 l t" bu• deli 12 S,.S' 14.0. 160' 15a"125 140"1 A tO,B" 2 - 6.0 37.• 1 O]" 115" 160' iS.a' 1s.7 125' ]e 0" 11J 1D.6' I25 I6.U' 12 5" 5 lU fi" 10 7It q,yY"T f2 12.V 16.a' 1". 12. 11 12 5 Sa,O" SLS' 1D.6" t25 16�0" 12.9' 10.6" t 14 0' S" ] 6 I 5 1 6 0" 2.S S ! -. ION MINPn 1 12 S' 1 1 ]n A ][. t z,! 14 O Se a 4 1 ! 11 0 Ie 0 I r I IAtr MAT, Ww I 41 N 12.5' a, Ia0^laa li5"160"177' ,4' f2.7' 16D 156'tll" 2 ' 1 s ]e a' 1a)At.'1" in Ir SC. 11!' ill' 12 S' 16. D" 11.A 11 i 7[ s2 12. 5' lea • 16o• ]1 0 Sls la ' Sss• u.r 12s la 0' 2531• 11 2' 72 11 r ItL IV 1 1 /2 5 16 0 35.5' 2.5" WOE DISTANCE DJ1t• . I W' 0101D 31 Wnn i vwv'nn a 6.25' e.3W. Rhy IS 2. 40 6.25' 7.P •� b-.-•�, 3z 6.". 72 ,f.', r. tl•' wWn 73 u•wNi l InA'Nn At 12.E TAS" ..BeST a})r 13.7'• 23" 1L a" 4J•A .E S• ir¢4 s,4'' e.2E' ill. 'IV O l9• e.7"' 46 ?( 6 �� SZ 7 6. S' 2 to. 9.1' 5' 9. Y,. ilA'r rIl4'nMNrl, 31 11.5" 16 a' l.s' f3" L].f" SiF" LY' !,p` 41!" 11. D" 4.6" u OW a TANGO a N 41 22.S' IS.6 6.1J' ' B• 625 0 " 1 e♦ ' 4.a' 615' 1 ,7" 0 .1 12.5' S 1'A 3" ] 3" 1O' e, 23 4171 A l" ♦A" a29" ID i" 41 44 ..U" S 2 6. 5•' 2 - 4.7" 5' I .7 4.6s b2 IT 1 7 A • .a' 6,25" 10.7' 4.! 4� 0 6.35" 0, 7" �.1" f" 0.7" " I,il!" &1a" 0.2' 4.4" .0" H 72 O } WV ItN•rrinrn 31 iNT9 UD 9Fr ] ALL ro 60 4 12.31' le a•141' 213. 12. f' Is It- 9/ 7.1" 12.1' to 4,7 ZD" 12 S 160' 11. •• WI' 111, 3 ie 0' R 0. 1 ' 7. 9 4' 160" 716, 611011 4 9 1 2.s /6a' 9.7n 1" 12,5 7 150' 77 6.2• its li■Fe� 52 125 3d,0• 190 7,7' 4.2 125' 1 0 •�++''TT��##1Lrr 1: 1 5" I'. ai.,'I, Ii 0" ] r" 6.1 12,9 ]a I1 Y F' al' 1[1 IV 16 V. , 7 52' 62' 11, a U1. -.so 13 12.7" laps• 6,4' s.9- bin It. 5" AA 41' 621" 10.3" 4.0 1.7" NrwAir .wu.rlA,• 41 12.5 13.4" 5.2' As. 625" 9.L I,6' 62S' S.3" 16" 7.3" H 52 8.25' 11. S• a.d" 4.1' b.25' 4.2" ).5' 13" 25" 9.2" a.TS" lU S" 4.1" ].R" e.25" 9. 7" 3 S. Ltr. 675` a 3" i5' 1.3" rt /.T7" 9, E- 13' 3,]' a2S" 1. 3` 3.7" -G 3: 'I• mu xmee ANCHOR raosuaE rns PaP �COMN 4 PWdl n COIN TYP! rn[ u c c1 a cJ L1 c! u COIN rn! a C2 � c+ 1 A' . 6. J T IFD 33 . W'NtW If 48 kf� 92 72 L2. S Iba 1 . 60 109' 1..5 140 L60' 7 13 S' 1 J7' 6.7 6.0' lb M'. tea D' •.- 11 I' a0.a" ISO- 61' 321' 1d0'14 it 6e' /2.S' 36,a 1'b0' 7.S" 12 S' 16.0' 14.7' 6U` 32 S• 16.0' 14.7 6.0' 14 ' 17.5' 14 Sao lao" 14Y' s.N- IZ • D' 3.E' i too,. So a" 1 a F' by l4 r' 0" a2 s' 12" IeAr 14 r' gal- IrLU-14 T" iia- ..11. l T C ODL� U 33 W000sellsw 41 46 S1 72 L2.S 16.0 164' 101' 12.5 ld t31' ,.0' ]2. S' 16. 30.e' 6.7' 12S' 6a 1 1 41" a t' LIN 160' 9.7 S.6' 1T. S• 16.0- 9.7' 5A 015' ll. S' L2,S" 1a,' 120` 0 itla t 1 ] 16.0' 9.a' 7.0" 115' fit 12 f" S.6' JIL 16A' fe 0' 16.0" 9.6 56" Fie !6" SN SA- 42. 1]S' 12, S" 16D 9.' Sa' a 1 0" 4.a" S, It: s 76.0' 9,6" t 114 1V CMIng 91 LAP ORA'GPK' 41 y 49 T 9L 72 12',5 4 �5' 34.0' 16.0 1600" 13.3" 12. 125' 16A' 6.U" L1,5' 9, 12,5 11.5' IBA 30.2'�.' ' 740' 9.7' 38.0' a.1''•. 111, IA,O' 9.I L2. 12.5' ILE, 16 StA 14,0" 1a 5" J6a 91" 12.W 12.5' 13E' 16 ' Id 0' 1/01, 9,1' 9.l" D1" Ii5" 12E• lz. n" 1 Y 73 A.i 'Pr. Y 4 P I MaXAH, 1 WOOD 6 N Ua 1RG 41 DI( 61 11 it,'13 .O 86 ILLS- •9' 1 5' 6 1 . '• t . ' 3 t2.7" 16 a' TO" ] li. s' 31}" 4.e' +l' a2!' _ 32. 4.B A' 12.5' .1 1S 5.9' SU' a23' 12 7" 4.7' 4.0• 6. 5- 3 12.3" 1.7 A u• 12. 1A.2'• T3 4,7' N7E 12 [ 1.7' 40" 6.75 32.7" 4.T 4.0' b2S' 17 l' . AO' 0.25' 311" •1' .O" e.29` 3 - 47' .n• ANCHOR TE : NOTES: L ANCHOR SCHEDULE A A PP FHEREIN, Y ED LE APPLIES i0 ALL OWCTS lG33T12D BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCIMEDULE SHALL APPLY. 2 ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING. THE EXISTING STAULTURE MATERIAL, B ANCHDR TYPE SELECT DR2GN LOAD GREATER THAN OR IQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SM UTTER SPANS ELECT CONNECTION FIFE BASED ON APPROPRIATE MOUNTING CON71ItrA (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION aF OONNECi ION TVFE). 3, 'PArtl FASTENERS" .ARE STUDS USED IN OOAUUNI:tION WTTN ALL MOUNTIUG GXT'RUSiONS "r-TR/ICK STUDDED ANGLE FTC L15EE 6 25" O.0 PANEL PAS+! ER SPACING TNBLE VALUES FOR ( I N ALL "M"� ANG 'U'-WADERS (INCLUDING BUL1D0 CONDITIONS) ( UT ND DNS) 4 ANCHORS SHALL 9E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S� HOLLOW8L CK MOS STR RE Sii4 0 T VCTV LLD IN ANC TO SASTIMCHEDULE, UL BLOCK s. MINIMUM EM FOMENT SHALL 0 U S E AS NOTED IN ANCHOR ECHEOULE. 7 MINIMUM EMBEINA AN EDGE TP ENT' D E VIS NCE EXCLUDd STLKO] FOAM.&21CA AND OTHER WALL FIN N WA FIN. N• T T T 15 ES LL IS CS SHALL BE UMI ED O l/4" MAP O0. SNAIL BE VERIFIED BYO NFRS TO ADEQUATELY TP4N6RBt IA0.D5 i0 HC1ST 5T0.UCr URE e. CONCRETE ANCT-10R5 NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VER3FY Tr FASTENERS ARE INTOADE'QUATE WOOD FR04NG MENDERS, NOT PLYWOOD. FASTENING 70 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSFWLL BE LOCATED IN CENTEROF NOMINAL 2" N 4- (MIN .I WOOD STUD (%" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOO STUD SHALL BE "SOUTHERN PINI' C-O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHI LLIPS PAN READ OR HEX HEAD, 11 REMOVABLE ANCHORS ARE DFWALT PAN LMA7 ALL POINTS O-SET B SAA55 BUSHmG E E, SOLD 12 MACHINE SCREWS SMALL HAVE IJ7' MINIMUM ENGAGEPIENT OF THaEADs INTO THE BASE AN04OR AND WAY HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER MEAD (SIDEWALK KD T) U N O 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I5 7 C DIRECT MOUNTING CONDITIDNC5 L6 UNEAR TNTERPF TION IS NOT PERMITTED FOR U5E WMI THE ANCHOR SCHEDULES LISTED ON THIS SHEET 2D-3 3 v U)) 0 U) (3) 0 0 nL CSE W ■7 � V � LLJ Z Z Q J SHEET NO. SH 1.5-