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HomeMy WebLinkAbout6359 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET N AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N O A/C -AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 ST AND 2ND FLOOR PLAN c14 ALUM - ALUMINUM # -NUMBER n AT -ALUMINUM THRESHOLD OC - ON CENTER 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 STAIR DETAILS �_ - I'_ o 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN ;�,+ ?Ne �oAVG -AVERAGE OPNG - OPENING W 1.6 GALLONS A5 EXTERIOR ELEVATIONS & ROOF PLAN LO LO BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 TRUSS CONNECTOR REVISION R ;.'' %,','p ` ` BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS ��2 Q BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES' - ••'' 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 �.� w BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS '•*'•• ARGOi3 •��_ BTM -BOTTOM PF_D -PEDESTAL S4 FRAME WALL DETAILSO BUC - BUILT UP COLUMN PERF -PERFORATED �S ' . , , - • ., 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS J' � CAB - CABINET PLT -PLATE BC CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS P-0 A w CLG -CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS Ix CLG HT - CEILING HEIGHT LB -POUND ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.3 PRODUCT APPROVAL to N � CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING > o K 0 CTR -CENTER REQD - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR SH 1.1 HURRICANE SHUTTERS 0 M M /r HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS M m t' DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS �- p U DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS to F -0 co t o ,6 DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS � O 2 0 DIM - DIMENSION SCP - SCUPPER STAIRS - CHAP. 3 _� O 8 ° Q DISCON -DISCONNECT SCRN -SCREEN t U H 1.5 HURR ANE NUTTERS DW -DISHWASHER SIM -SIMILAR ❑ CHIMNEY & FIREPLACE .N V LU O C WP 1.0 WATERPROOFING DETAILS O � � � DR -DOOR SHLVS -SHELVES CHAP. 10 a L o E DBL - DOUBLE S/R - SHELF & ROD a �C_) o _0 DWG - DRAWING SH - SINGLE HUNG WINDOW EGRESS WINDOWS EA -EACH SGD - SLIDING GLASS DOOR ❑ ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL -STEEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE EXT - EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM w � w _j w w o� o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w p ¢ Q 2 J ¢ - z 0 z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) U a o x J `� W o o o GB -GRAB BAR VIF -VERIFY IN FIELD j F' OWO0wZZwwZ�UZ=QQ Sao o�oom z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O O w a > cn w w in w W z O GLS -GLASS V -VOLT O Z Q�< WgFnKwz��, a. GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o wx o ? o z GYPBRD - GYPSUM BOARD WH - WATER HEATER w Q O ►- a w A.1. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. It HB - HOSE BIB W - WIDE OR WIDTH FURRING\ C)HC - HANDICAP WDW - WINDOW C)INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 W LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING LGT - LIGHT A.5. DOOR OPENINGS: (0 5 r-- MAIL - MAXIMUM MATEAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING > � q O A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MFR -MANUFACTURER 0 i,_ M O MECH -MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q M � MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR _1 MC - MEDICINE CABINET FRAME I W LL_ MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTERLo OF DOOR < a M A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH a• �- SURFACE TO FINISH SURFACE Q }- Q 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z V F- B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND z = STAIR CALL OUT - HEIGHT OFHEET NUMBER PLUMB. LU W -STEP DOWN AlA13E-- C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J O 1 IC)NT ELEV NUMBER C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS Cfl STEP DOWN ARROW SHOWS AO = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR miARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N ELEV NUMBER UNLESS OTHERWISE NOTED o A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE ti qO = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 11 STRUCTURAL MATERIAL ABOVE AS SCHEDULED C)1 F ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 <Al5 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE O __ARROW SHOWS LOCATION OF CUT DRAWINGS. c6 C)r r DIRECTION OF VIEW (0 00 C) C) C)r N N N N N MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER C) C) C) C) C) C) C) N N N N N N N 00 M r O N N G_- O N CM O O CO O O O r r O O C NV, ON MV-1 L0 CO ti OCT 18 2022 Lo d. VV\ 1 Cr z z CO u) z Virtual Review Assist, Inc. O -1-�+ O w co Plans Review completed and approved O U o ~ o L N NARSIM for compliance with the 2020 FBC 7th Edit' 0 Q by Debra Anne Klahr PX2300 ~ W w 2 -0 U) z w Q =moZ LENNAR TAMPA DIVISION Q �z L W 4600 W CYPRESS ST SUITE 200 0 la �¢W0 � Mzx NOTICE TO BUILDER & ALL SUBCONTRACTORS TAM PA FL 33607 cv W �`' a W U�ZCD 813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z = Q z BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z F- O U LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O Q INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR z MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C S Z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z W CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION N FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W O o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE 2382May. 2, 22 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. 0 COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS C 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 1(3) 2X4 B.U.C. W/ (S) HTT4 AT BTM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING QA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 30" x 16" #5s 6" O.C. EA. WAY OCT 18 2022 \/RA/ Virtual Review Assist. Inc. Plans Review completed and appro e for compliance with the 2020 FBC 7th ition by Debra Anne Klahr PX2300 FOUNDATION PLAN- ELEVATION A 1 /411 = 1'-0„ N N O N N Ln 0 co Q z `A W 0 W o N CN U � O CO d , 4) E 'C t p �/ Z Q ` UU_ �8 U a)W Q � a c �� L o 70 a W 0 LLI vi W 0 F- W _j a�Yzo! W (, W Q Q U WWH W: _�03xC)LL.U0LL D00,ZLL 0z20C1I— Z 0 H C1'O 000W9OZOROOMOM JOaozYOZzLLOWO,d (� L Z <0WO2 2wam a. Q < OQ o 0 o Q� >t O Z N O� (f) ::) ti O M M Q U) � U ti H M Z V Wz W JQ O N N O N N i O O 00 O CO 00 -v- O N C) N O N r N N O N O N O N C� N O N O N O N O N O M N q O O C) C� O , C) CO O NU-) >0000000 N CM to CO 1 1­ 0 CO Z Z —ZO 0.4.j _ WUH> oWC0 0) 0°WW2 U_o-Lj z W F- W r �moZ Q N UZ�w 00 i-MZW >-W2 M Z Z W (V W n1 O_�z 00-}cWn Z Z �Qp U Z g 0v 0 z z Al I O O r LAST PLOT DATE May. 2, 22 z 0 FOUNDATION ._I PLAN A J S6 I A S3 30'-0" 8'-9 3/4" 13'-3 1 /4" 7'-11 " SH25 D it Co - H D AT T-4" S3 _ 1/2" ' EGRESS ti 5068 SGD 2868 o HB BRG WALL OWNER'S SUITE 13'-0" X 15'-11" LIVING ROOM 8'-8" CLGBRG 15'-2" X 16'-3" WALL 8'-8" CLG 0 ^GG S3 M 7 5/8" 7 5/8" 3'-4 3/4" 5'-6" 4'-6" 14'-2" N NOTE: PROVIDE 1/2" PLYWOOD 2 _p DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. (PER FBC R302.12) UTI TILE DRAIN — __ ®o26KNEEt°KITCHEN SHWR HD 9'-7" X 14'-2" WA TOP", & VALVE ° AT 1 /2 W REF 8'-8" CL N 6A75 wQ BRG ° a, Y� WALL n CAFE OWNER'S RANGE W/ 8'-6" X 14'-2" 2868 BATH HOOD O i � W r 8'-8" CLG CN o Q. J N GG nno:- m i d UH °O Cl) ih S3 TB O N TILE ---- g o TP CP00 T. LO (ONo LIN. 1 A7 2 DW - b N PLUMB < 1 A3 STACK WALL b 7 5/8" ,� 7 5/8" ao 3 -4 3/4 3'-7" 1-11 5 -8 2 -10 2 -2' 4 -10 0 3 -6 LO W.I.C. I c%) TILITY DRYER aoCD ao ° ° ° VENT N N PANTRY o HANSEN D to 4 A7 - _ io PVVDR BOX W/S AT GG �� BATH 6" WALL 60" AFF S3 J a I ----� N RG HU 2868 S&R WALL —�— i W/H 4" INSULATED N 20 MIN FIRE °O LINE OF WALL RATED DR (� FLOOR P W/ WEATHER ABV N F - — — STRIP 2()) 2X4 ATTIC I B.0 C / — — PROTECTIVE ACCESS BOLLARD L — — _ J BTM & S 10-- I-- 4"INSULATED M�S20 BRG. WALL AT TOP 9 TWO CAR GARAGE 42" H. 7 , 3 19'-3" X 20'-0" CC SLOPED 6LOW -- -- A3 S3 WALL 5 _ -- PT. 4 I p ILE FOYER - -- S3 1 2 3 I LINE OF GARAGE IN �'' Up I-GPEN-POSTT0W------------I �\� Ai i I I( TIE BM I AT 10'-0' I \00 SH 1/2 3 C) HD AT 7' " oo I TEMP. GLA�S - m co I 3 1/2" I I 6" 5,-4„ 3'_8" io 16070 I ENTRY„ 5-4 X 9-6 - NOTE: SEE SHEET S-11, S-12 2'-3" 16'-0" 2'-3" 8'_6� 1'-0" '2382' FOR LINTEL CALLOUTS & DETAILS 20'-6" 9'-6" loll 30'-0" e.m oo W HQ TIE BM AT 10'-0" mbo 1 FIRST FLOOR PLAN- ELEVATION A 1 /4 = 1 -0 TOP AT 18'-0" 0 co or OQ B S6 OTE: ROVIDE R-11 F.G. NSULATION IN WALLS ADJACENT O ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY "IA1. NOTE: 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2) 2X6'S UNLESS NOTED OTHERWISE 20'-6 1 /4" 30'-0" SH25 HD AT T-3" 7t EGRESS 9'-5 3/4" rM 2668 I� F e a � I M zo BEDROOM 3 R & S BEDROOM 2 FOB 11'-11" X 10'-11" 11'-11"X 10'-11" ' Nw 8'-0" CLG 4 16' 8 0"CLG C14 SH ai Q o W 3068 BF 00 26682668 2668 v f., LOi'- 2668 v (2)2068BF ® ®------- O O o ' Xi Qf N R&S `„ ow 22"x36" 2668 TB ATTIC W ACCESS BATH #2 i4 TB 87 M BEDROOM 4 10'-11" X 13'-0" 8'-0" CLG u- M _ Lv I rn r, I �� — `r� C RETURN UI4DE DOOR AHU \ .- P o 06 -' 7 CV) N I o I � M Loi�' N 00 v=i Q q iV N = C*4 N 1'-4" 3'-9" 5'-7" 3'-9" 2'_8" 4„ Ir 4„ 4 FRAME WALL R & S LOFT v — — — —� 12'-0" X 16'-0" `'' 8'-0" CLG BEDROOM 5 Cn ' 11'-11" X 11'-11" 8'-0" CLG o co �66 9 Of — — — — — — — — — — — — I— —42" OW DN WALL ---� R&S A SH25 � - ---_ AT 7'-3'--- €GRESS - --- 1 8' ----- FRAME I 1 WALL M S6 42" H.1 I TYP. ------ SLOPED 1 LOW WALL ----- ROOF 9 _____ BELOW 8 --- - OPEN TO 7 q I BELOW 6 ----- 4" FRAME 3 ----- LL 1 2 i i i 36" HIGH I " i i 8 FRAME CONT. I I WALL RAILING SECOND FLOOR PLAN- ELEVATION A 1 /4„ = 1'-0" _vim©,,, GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ FT TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 18 2022 virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N N N O OF FL`O N 04 LO J O N D�� F LO Co LO d e Q Cs , ` z 60!{ WWC o W 0 z i Q W LO j0 o L 'O C? U ', �MN N N V -0-000 d A� C t M O S a2i Q �N 4t W Q� CC N C 0 E M N IUnj LLi itS w 0 H ¢ W�>J W�YzX rUj V w Q U LLIF Q02 0>�fnLLC�OLL-jO =a5R ZLLLLL0Z�0C,F•QF- w�oZoR00 Z L O Z o cnwn- inwWFW- <0 Q�<-<W Wz6mo � 5 a- U- ow 1— YZ�Q 0 Q < LL o LL >E O Z N OW F- ~o > (A 5�(MO —jL0 LL z W U� F-WcM 00Z >- CU F- ZJ0 W (O N N O N r` N 0 0 C)(o co •- 0 N 0 N 0 N N N 0 6 0 ob� 0 0 N 0 N A 0 N 16 0 N ob C)-r-- N M N 4 r+ O O O O a Lo- NU.) ; o 0 0 0 IT 0 0 0 N M LO W r— r^ CO w Z Z O _ owin UIII o Q Oa=Q Z W~� �mOZ Hof N o 0 W i-<z0 >-W M M Z Z LL (V w N O -3 z Ua}U) z Z Xa0 U Z OV o a W Q Z A2 W J N " W O LAST PLOT DATE May. 2, 22 Z�J 0 1 ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2„ = 1 1-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 rn ti RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S)tMST((A 36 STRAP EACH STRAP EACHH SIDE) SCENUQ12S W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU CENTER OF STRAP AT T/WALL TYP. U.N.O. w H 0 z w w rn NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 A•P,� i3_ FL .,�LO Fi - �w fs�. a .' i; � ri J QO .1 o ^ W A _ - 4i� F Q a. �r. w r Q z Q n'LO E M N 5 ) CN U° d roi W ` L o C 0 2 ou-8 Dog U .0 }< �N �•■ w Q� Y N 7N �. o E M III/* W C] W uj w 0 ~ ��J x Yzw W (' Q W(r:) U wF-Q (00 of0w00LL-j0 DUX-�zLLwOzg00�Q~ Z �9OZOiz0Om0ZU w w- w w 0 07 O LL Z QF-< LU 55—wz��VOaa. 0w �i-F �wz Q Q OLL Q o O= O�Q9 O O Z W OF- U) Z) I` (M O Q(nM� LL ti W Lq �Qom.CM �a-2ap Z V W W J0 O J N N O N N O O c6 O co � 0o O O o r- O CV O CV O CV O CV O N O N O N O DO u7 a0 O M �- � N O M N d O - O CD0 O O �- 6 0 � c O N.A) L( ? O CD O M O CD O CD N to CO rl Cr� COZ z Z O W _ owcn �0 U0�< H0Wa. LO —0 Zwt=Q ~ o: =m0Z fn V z Z J 00 W}XM i"MZW N w N Og2z m UrC0 a z z Sao Z U a OU o z Q z z w J W N N O LAST PLOT DATE May. 2, 22 z 0 — J DETAILS 30'-0" STRONGBACK u LL STRONGBACK BRG 14'-9 5/8" WALL V-2" 0 Zo BRG WALL INi ® • O 0 Cl) — — — — — — — — — — r` M — — — — — — — — — — — O — N N (V I I I I I I � � � I I 1 I I I I I Cl) i ' WW I I I I I I I I � o BRG I I WALL I I I I u N LO o v b bo L0 q--------- 14'-9 5/8" -- I I BRG WALL I I LL - IN ,j N �— CONY. FRAMED @ STAIR LANDING U FTF4G BRG WALL BRG WALL — — — — — — O O N B9 B8 ATTIC ACCESS B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 B2 2-PLY 2X DETAIL LEDGER 11, SHEET M1 SEE A5 00 BGE 20'-6" 8'-0" T-6" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1'-0„ 30--0" TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS M LO LO M Q MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP y��q DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. CJ1A EJ7A CJ1A CJ3A CJ3A N ti CJ5A CJ5A U=1063# U=1063# A6G DROPPED FLAT TOPS OF A5 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 0 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED Q ATTIC I ACCESSI A1A ki AHU I>< Al Al A3 DROPPED FLAT TOPS OF A4 00 HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U=1088# U=1003# A7G J CJ5A C3 CJ3A EJ7A � U CJ1A P LO U U U 6-0" 12'-0" �V-2 1 /2" 7 7/8' o N y U' i i I 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /411 = 1'-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT 2X4 1 12" CID TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) (V 0 Total Truss Quantity = 98 HEEL= 4 1/16" Z�rk 12 2X4 TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE-SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20:S OR P10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI —PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E it- n by Debra Anne Klahr PX2300 Labeled End Mark ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 39 BY THE PEAK CONSULT BCSI -B1 39 Span or less 30' to 60' pan Spreade Bar 60 degrees orless I 112 -i 2/3 to 1 /2 — Tag line span approx Tag line span appmx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2023 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psfnnn-concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 R101 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8130/18 RB01 REMOVE SCAB FROM B2 JRH 9/5118 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHIM 1/18/2021 CARPENTER 7�7CONTRACTORS -] OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 2017 1 LAN## SCALE N333531R 1 4 "=1' N N r a f N N 0.� °:. °e L0 l - p f,OD A� o LO "a t uj ` O W 0 z E o >1 NC-i 7 to V -G Co .u�. M C: /1, L L p 2 S 0 LL8 m¢ t �d.q _�� •:/i W Q w �1 N C W p �_ rz,O� °' IL w w LLF W~Q itJ itII°zW (D QU Q W W002_j<0 it<U_ < (13WW°Z�°o�Q� 000 a O — °at°W�0'�Oof00 J 0 a z Y o Z z LL OO W d (� Z Z QLL oW°gt¢—F—�wpM�U�Q Q OW C) OQ LLQ 0 O Z W O� 0 p L_co Q �0 (M � G � LL I—Wco TOO Z0 z� W WQ �o dam' N N O N � N z i O O C6 ON N N N N C) N C) N C) cV O N O N O N O N N O L6 O A 1 6 N r � 0 � 0 r rn 0 C) o 0 C) C) r o N ; 0 0 Co o IT O O. LO r cNi M Ln (0 1­ CO r^ w Z Z —z0 p,�, 4-00WU) W'- O a ^^r �O_�a ii VJ OWHQ 1.2 Q z� W :3 Q(!=1��Zon0Z Q V LM > J M w W>-�2 i-2ZW M Z Z It N w N OgMz Z UIL>- z W �Qp U Z v g Oo m z Z W -1 N N W O LAST PLOT DATE May. 2, 22 z O 2ND FLOOR ROOF J FRAMING PLAN A ROOF FINISH 12 PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 CIAI_ _nI ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ee MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 piaI_1 1711 m COLUMN DETAIL PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 5 ROOF SHEATHING (S)A23 E--MTL DRIP EDGE Y2X4 SUB -FASCIA •; 2,4„ ALUMINUM WRAP - (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 IAI1 n1 N o PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED o o 8" 1'-0" 1'4' 1'-0" 1'-0" 11 LEDGER DETAIL o 8 A5 4" SCORED STUCCO BAND 1'-0 ice- i 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED — c� o W N = z_ 1'-I 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 7/8" STUCCO OVER FRAME- - CASING BEAD WITH WEEP HOLES OVER FLASHING y 12 5[ FRONTELEVATION A 1 /411 = 1 1-011 12 �.n1■Inn■Inn mm■Inn■inn■Inn■■ n■Inn■Inn■Inn■m� ii�rmn �Imm�n�m��imrl■I�1�■I�1��1=mll mm�nmllmi 1 , • 1 un■ ■mum■■■ -- - - -- � • 12 C� - - - - - - - - - - - - -� 6„ 16'-8" 18'-8" 16'-8" o Win - N = 7/8" STUCCO z OVERFRAME CONTROL JOINT CONTROL JOINT I 1'-0" 5/8" STUCCO OVER MID WALL - MASONRY WEEP SCREED `�° GRADE LINE 4 RIGHT ELEVATION A 1 /8 - 1 -0 A/C UNIT AND PAD 5 LEFT A ELEIVATION 1 /8 - 1 -0 — ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE ROOF 2 A5 A5 _ ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES r? OVER FLASHING ELEV AT 10'-0" i I 2ND FLOOR FF ELEV AT 8'-8" — T.O.M. co ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF I I I 9 A5 — ELEV AT V-0" 1 ST FLOOR FF 10.01, „ o OCT 1 2022 Virtual Review Assist, Inc. Plans Review completed and app0 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 39MJWE 5;12? TSEK)BE I I I I 17303UtUtGa r I I I VENT I I I $ a I I I TAK ®— I I I - ----- — — — — VX`i — — — — — I — — — — — — — I I I I I I I I S9WE 999E 7'-C 3 ®7 N VENT I I I ® — -- Q o BBWE SBOBE �� �� o- s �rta� I --Tj r — - 7aor BEIOEIE §rta i"r 1 ROOF PLAN A-1 -011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N fi CO t s t..0 LO *k .1.t Q w� A" IR� c-: ' ' n� '� i..> � � i Z W o _ W oc 0 z Q (I1 V/ E > C) ,^,, O ' Q M " , V) V g M C: 4) E O u S V/ O u-o N Q s ��� .N N W Q }* ; N " c o E" }L� (i W WC5 W o ui W O Q wQZ-►- WUj Z QOMO�wLLVO0O -low Q Q 3 Zl(6 0<220OF-QJQ :Op oW(L wn 000 � O Z OoW1Loow"mZZZ) _jOQ��zYozz-OWo W Wz Upn. LL 0W W2i2. ow o Z 0Qz� Q u.Q OQW 0 O Z CV OW :5 ti 0 M O Q U) M a. W < LO M Z U Wz W _jC:) 0 J N N O N ti N 0 0 00 C)W W — 0 N 0 N 0 N N N 0 N 0 N 0 N 0 (V 0 (V 0 N 0 N C) QO Lf� o0 M 1 O 0 0 0 o 0 qr� c NLO �000000 . r- N cM Nt to co t` 0 COLO U) Z Z Z° w C W_o W W co o �0 o Q ^ LO - t rr^^ V l O W H a ZF- Q =m0Z I- N � z Lz Z� 00 �.�ZW >- M Z Z U_ N W N O�2z m Uar(0 z Z �Q0 Z U � OU o m W Q Z A5 z z W J N N W O r LAST PLOT DATE May. 2, 22 z EXTERIOR z 0 ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1 1 -01 1 I wr e%r n^ter ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & 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 CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLF. FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN N.-PA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 1 8.2022 Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 9 SWITCH ° 4 1/2" DOORJAMB DUPLEX 9 OUTLET i TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 0 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —� DIMMER SWITCH AT 36" —� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {}}- CLG MNT PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE -{ WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER ,8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR °U-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F_m24:R 24" VANITY LIGHTING 159_�36:FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FANLIGHT Q EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER IM CHIMES (DELETE W/ INTERCOM) MASTER STATION INg—ft] ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER ® THERMOSTAT EM SECURITY PAD 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. N N 0 N N Ln r :J' DOp M` LO 00 a w W 0 z Q N ^' N L0 E > o O.' � V/ L 'c �O r? v M 64 5 4— . M E co W oQ _O 0 g N t Ua� •nN, V 00 E W L �2 �Co 'D LLI IJA uS w O f- wFw-~ W R YZCr Z (7 W Q Ix aZ)--1W03:W 0LLUOL�O Z LL LL 6 a Q O O Z a w�oZOR00mZZ �Waa,��xwwWv�LLLra0Wa (A LL Q►a-a0wau�ZwZowUo� Ow �~� mwap = OQ LL OO�aw O Z W OI­_ (1) D M O COQ L0 2 LL ti LLI I.q H�a.('M Q 000 Q Z U Z LU WO J O N N O N r N O O co O COo0 0 N 0 N 0 N N �- N O N O N O N O N O N O N O N O o0 O ob O A D N O cM N 0 0 0 O O r o O 0 C N Lo ; o 0 0 0 0 0 0 LO Mt I- N M O O P r MI w z z Z O W O4­0 W fn Uo�o _ F_ 0 ZWF- XWM Q ~ IY F_MOZ N 29 Z 3: —1 00 W}W2 �-Mz° M 13L.zZ'L CV W N 0 2 z r— Q VLnzczn . Z x < 0 Z U U � O O a W � z a Z z w N N WC) 0 r— LAST PLOT DATE .. May. Z 22 Z 0 1 ST & 2ND FLOOR ELECTRICAL PLAN A 1" FILLER 9 O ih " FILLER KITCHEN 1 /2" = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE 2'-9" 2'-6" 2 1/2" FILLER DOWNER'S BATH 1/2 = 1 —011 IT N N 1 ch N 00 00 DO 00 4" BACKSPLASH 'v T-0" 2" FILLER FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 11 6 OWNER'SBATH 1 /2211- 1 -0 1 UNIT'2386 - A & K' - BUILDING SECTION 3/16" = 1'-0" 12 2 KITCHEN,ISLAND 1/2 -1-0 •1MA11Alww*2 � 30" HIGH MIRROR 4" T 1 FL_ 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 18'-0" T.O.P. i rz• 0 0 ih ELEV AT 10'-0" OIL 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2X6 KN WALL 1 34 1/2" 3 KITCHEN, 1 /2 - 1 -0 2'-9 1/2" 3'-4 1/2" 8 AT #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR 0° M WIRE SHELF ° ° r "HANSEN" 220 VOLT BO X r------ F ---- -- I I I I I 61 14 1/2" X 16" I I DRYER VENT I RECESS �p 1 I I I I I I I M I I I I I I I I I I I I I u 4 LITY �� 1 UTI/2 OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. UNIT '2386 - A & K' - FRONT SECTION 3/16" = 1'-0" ELEV AT 0'-0" OIL 1 ST FLOOR FF N 4.OFF -- a w L j 00 LO 1 / .�e a Ait;J SJ"L x ` W O W o z a E ` 0 O W 1.> r' �M _�� N V ao 4uco E '� ` i o S O 2 0 O �o U .N U W Q� E," W L O� 0 CL W W W W~ a J w g O z a!���¢o¢�¢��oo�o Q U j H <0X— low ozmOol—¢� 0'WOO'gozoWo0mzz � O O CI O Z V, (L�Z51W WOEW<� J Qo�� �0zgW25a. Uj o aQz ow 0 �QU_ O O Z N LU O� �1..=M0 Q co M 2ULLti Ln F— W a M 000 Z U H W W JQ 0 N N 0 N h N O O 0 0 O CO 00 N O O r- O O O N O (V O N O N O N N N N O O L6 a0 cM 1 0 N 0 0 O 0 0 0 C N j O o 0 0 0 Lo 0 0 N cM 0 ti O !! ^r VJ z Z O z C) w 0Win W U F_ � _Vo-o a O a O i1 VJ z� wF—Q 0 I— F- � W wDa (""4Z `=nm0Z V Z } J 00 < W 0 N w N OZLL _52z Q Ua- }W S2zz z 0 Z F- U a OU o W Z W _j W O O LAST PLOT DATE May. 2, 22 Z 0 INTERIOR J ELEVATIONS A & K =I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 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 HAZARDOUSLO CATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS L ESS 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 1012). 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 0N THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t 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 Yz 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 RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), 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 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 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (Pc) 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 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 7116" 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 1-2007 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 = 33KsWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 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 F)_ANGE 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 ELEMENTS ARE IN PLACE. 4.8. SOIL: 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 FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic fors. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter must be removed be ore exterior sotreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier. must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, fors, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) 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 T-O" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". 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. OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N ru J co LO T'' s � � F�'aJ l 'V Z k: W z a E > 0 C!0 Mn N V J0 � 0° 0 M = M } :)0 u8 U " n WC) i 001 �M W 0 a W W o u Lu WWa W�� WmYzw Z a°�_�O�tY�rL000 JO Q Q V Z O X Z U U_ 0_ Z 2 0 0 H a Q OU)X90_OX00Wzz U O O �Oz (� ��a.>F5W W W 55oftYa0 J i<<0WQ�zWz0WUOa ¢OQ 0FO QwQZ�UQ a LL tau O Z W O � � M CM < w U� G fJ,'7 cM Z U WW W 0 J Q J d' N N O N ti N O O 00 C) CO 00 0 N 0 N 0 N N N O N O N O N O N O N O N O N O CNI4'd)66 00 to 00 M � O N 0 0 0 0 6 0 1 �° NL0 N >�NMNTtoOI-- O O O O O O O 1 m ♦♦ ^T VJ z_ O r+ C)..�.J Wz 0 fn � _Vo�o F_ a O o_ it V) O Cr W W F-Q ~ Q z Of H it ~m0-2 ('OW N z 00�zzw >- N W N 0:5 z Q VSQzcWn Z ?ao .. Z U U J 00 W z SNO a z z J Wc) N , - LAST PLOT DATE May. 2, 22 Z -111 O STRUCTURAL J DETAILS sir THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAO-112" LONG (314%1" CROWN) t STAPLES @ 6" O.C. VERT BETWEEN I MIX 1 I 16GAx1-1,7 LONG (3 4%1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES (4) 6" STAPLES BETWEEN STUDS AS SHOWN O.G. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-4" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703-7.1 LATH' **ONLY APPLIES TO LENNAR TPAiJA-)(** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION —RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO 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. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" _ STUB -OUT FOR ' GAS METER O — 0 (V • MEASUREMENTS ARE FROM FINISHED FLCOR • 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 4 -0" 40" L! +++ ttt All +:+ ++ +++ +++++++++ + 4- 4- t Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap + + 1'L FILL CELL STD. 900 HOOK r— BOND BEAM BOND BEAM STEP SIMPSC w/ (22) NAILS I CONT. #5 BAn #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 COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ---- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor oph imn wl Inwic N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box Vor-20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Ilse 3" 110d) nails at 6" n r._ k"/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls : - for vertical load transfer 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.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — �! 6„ A 1 Z" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" Romd_Hote Diameter (in) 2- 3 4 S 7 18 8.875 10 11 12 13 Rectangular hole Side (in) 2 3 6 16 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" 1'-2" V-3" 1'-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 2'4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-l" 1' 2" V-2" 2' 0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" 1'-l" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5' 10" 7.-2" 1 8'4" 1 9,-6- 101-91, 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 MULTIPI E HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" 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 1Y" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Deph End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8"0 THRU BOLT SIMPSC w/ (22) - NAILS I 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 HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. 1-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10-1Od nails. �nstall fight to top flange. Q✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM --/ • ' •• SEE PLAN FOR--'•• a . • ; . • FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN d a 1=1IIIII�= ° a I II a a -T r i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d d. ICI F17mr- F_— I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE If — A d V I �• O'd .d ---------------- Z �v .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 7 d b .d d --- —� . d --.— -- �' d/ do L' a /4 I II SEE FND. PLN. SIZE & REINF. OCT 1 2022 \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editl by Debra Anne Klahr PX2300 N N 0to �l yVd J pOy, % to ago LO ` 805 ' �... ,F Q z , < .a w W 0 z Q E 16 > ; o "I Ch N V) �,% -0 70 m M C A� E L r/ SO _Z)O U �� Oa: 8Ci < .N w Q� L CO E� W 0 ;0 N F- a a �y W L.L w W W— of � afg�zo' QO- : W cn- V OO J- Q U Q --'ioO :ax ZLLL rL0—Z2OJ aU) gOZOW'O0 t_Q~ z U 0 O In � Z �Oo- zy0ZZLLO ¢�LQLiO��I--gwp�UO¢ W 0 d O� 25Yz u_ Q O Q u_ 0 Z N 0� ti WCD 0 p F ch 0 QWCMIO wLLti z < W < L1' I— 01 a- cM 13- 2 T- < oo >- < z Z W Jo O N N O N I- N O I COI I I I O CO GO N O O O O O CV O N O N O N O N N N 0)o0 aO � M O 0 �- C) O 0 O O O O N N �'1 L ! > 0 00 N cM 00 0 Cfl 0 I__ r- CO Z z O O o W U r O U 0o _ -0V1 OW12- Ha 0 ZWI.— � =m0Z !n Z N V > J 00 �2ZX M �ZZILL CV W N 0�Rz Q UDZU) Z • Z F_ U a OU 6 m Q z SN 1 Z z J Wo N N O LAST PLOT DATE May. 2, 22 O STRUCTURAL J DETAILS - (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE Err,ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL NISH FI 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD]�EL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER M U) 31/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER MUNICIPALITY. `14 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV •' ° ° p Z 00 Cn II ° 00 6 MIL VAPOR D BARRIER BARRIER I I I + , D 4 III COMP. SOIL. (COMPACTED TO 95% I I I I III I I I� I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557)—/ ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-n BLOCK WALL BEYOND O.H.D. RECESS d ,z ..r �J` • II�II I OP SEE AIS3 OR J/S6 I I II I, I I, I III FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D . _ a 1I�II�I�I � m II�I�I—I 1 A 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 1 & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH �I I �I I �I I II�IF-II r 1 8„ 1--1,�„- j -.8" 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY N 8"1 NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CI I 1`11 n" GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" 11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2�� WWF OR FIBERMESH �3 1/2" MIN. ll ..1/2"(min.)- D ° ° --I 4" E111=L�' 31/2"(min)- 4" III -III I II I1 11=I I I- -_ III II I—,II�II� III=1 I I , II I I I II1�II1 ��I I I � I I (2)#5coNT.� .. 4" V-4" I�1111= 8- U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t0s��V NAILED W/ 8d COMMON NAILS @ 4" 1 Q�s S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 1 INSULATION PER FBC AND ENERGY �coN�:t35 FORM SUBMITTED WITH PERMIT 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE ")" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 31/2" MIN. D ° . II 1—I 1/2"(min.)-4„ 00 �, _ - - 3 1/2(min.) -4 -III=1 I —I I I I �I I III �IIr (2) #5 CONT. 4 I1IIII8�,I- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �' NOTE: SEE SECTION C/S3 FORADDITIONAL #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6 EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD Zx P.T. PLATE (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE �, , D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- a a Z ° JFINISH r� D GRADE 00 25" MIN. LAP PO' MIN. LAP] [GRADE 60 MIN. Fy= 60ksij a g I I I m p `J .A p °. — co 6 MIL VAPOR BARB ER I I I p D ° I �I I II �I °° n II 11TI I I 111=1 ° • ° ° H I A. ' I I I� I I� I �, #5 REINFORCING BAR 1=1 11=1 I I 11=1 I� I I� I I ITS I I� — I I N Z_ ° I I=I I I��� 11=1 11=1 11= z #5 LAP SPLICE 1=1 I I� 11=1 I I� I I� I I I I I I • 11=1 11=I I �1=I.1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM - FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 a I— Q I I —I 1—III-1 I I —I I --III— I pq I I (1) #5 REBAR w/ OPT. II I b I I 11=1 I I KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r Cl) CV A .. •. r a.� r Cl) `IFI�III �II�I 4„I eA SEE A/S3 OR J/S6 I III FOR REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STC IRY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALAh ot — • ' . ¢ INTERIOR ,ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB 00 CV � M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. * CONNECTION INFC SEE PLAN FOR } % & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL z. O.C. GARAGE ATTACHMENTS & 18/D1 �°� 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c`, SIZE AND REINFORCEMENT) 'v WWF OR FIBERMESH v .. �- 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS - _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 i; c _ WWF OR FIBERMESH C. I?II I I11b�1 "T (2) #5 CONT.-f I „ 1=II1, I ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"1 S3 1 1/2" RECESS FOR VAKItti 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ' v ° v IIII N � A _ ^ € III -11 „ II„III 4,' "a OP a I M T M ' Q I_ I a I F1 SEE A/S3/J/S6 4 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" �S3� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. t ' 00 GRADE ° ch a a. F " °. W o I��I I I b ICI I II' LU 0 LU I v.. —I I I - Z z ti U °.. a d ch — OOTING II � III I I...III� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL iIii N SCALE: N.T.S. S3 OCT 18 20 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition\ by Debra Anne Ii PX2300 1 ' N N OF Fto �`N J D O,y,�fi 0 Y ' f x IY a^n R 15305 Z �. •, V W y4 AI: i S \\ W 0 0 z E CV) N f� V m M E -• .` u M W o O o O LL o Q .N w Q� L W o CO a LU W I W W vi W O !- wF-¢ W2_j xgg¢ i z a��J�O�1�LLUp�J0 Q Q 3 U :3 0 zU-,-4zmq ov���aozQ Uca z 0 W W - W - � V O Z CL (0 W W � J Q~ a O� H Z W w 0 O O Q W oQ o 0 oQcz LL O Z N Ow F._. (n O � CM O U) L!7 2cnLLti ��// ^^ Lq F- of ILL Z U Wz� J � M N N O N ti N O O aD , O W W N O O r' 0 0 O CV CD CV O CV o CV 0 CV CV CV O W � LO O Ch O N O O J) O .— 0 0 � c NC ,^ �1 J � i O O N O M O "i O In O CO O I- I Cr CO Z Z O O �--+ wwuo O V:3EEa F-o1a ZwF-Q Q Z�F� Q =m0Z V j J N z z 00 �ZZcr (V w N O<�z Q V�zz .. z �Qo Z U 11 OU O W � Z Z z 1 W N " O LAST PLOT DATE o >r 0 a May. 2, 22 O STRUCTURAL — J DETAILS —MONO IF A 1 H*" WNW INA Iwr 1n.. 1 I ­ rTP•"M1qiIIIIiIiIIIgI (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER 7 (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri_"� SCALE: N.T.S. SL�. 12 Np) SEE ELEV. ,�,:( SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED --\ II II 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 4,� \ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL \. ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSiON- SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 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 DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 14 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■il •�' •• •• .�. • • �• ' ' •' • 17 ro III:! Rill ::!!� ■■III III■■ Milli IIII� ■■III MEN �IIEI IIII� ■■III III■■ Milli IIII� ■■I�� III■■ �Illl 11111111110 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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 ••• • •- \�\ MoNEE\\\\\\\\\E FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d d °' a • ' POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 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 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 rop 3 iARAGE IOOR 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) 1 (2) 1 (2) 1 (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1\ GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 O,Q # SIMPSON HTT4 TYP. Op 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d \ �I NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL 7" W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a a. `- 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 • AB. SPLICE STAGGERED N ATTACH ALL J EXTERIOR STUDS W/ Y16d 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 LBS SIMPSON nc i (P.T. ATE aimrwry art+ SP2 aimrovry SIMPSON SPi SIMPSON SP4 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 €D MI d d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 SIMPSON SP4 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END WO co v? a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL or4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" :1OXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE F 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0- O.C. C MASONRY WALL OCT 18 2022 w SIMPSON C SP4 Virtual Review Assist, Inc_A/. Plans Review completed anq ap ov �10d NAILS @ 4" Nd ithe 2020 FB�'7th Edition STAGGERED A %.1 rV nne Klahr PX2300 c 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGG TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • 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 SCALE: N.T.S. S4 ,. N N O N 04 • G. { ^ LO 00 r" Q 'r• '!.: W w 0 z Q U) N LO E O W L '00 M CM70 m N V -0w 2 A' E 'L = 0 �/ 2 0 E o O LLo Q i U 1p a ., U i 7� o _0 V 0. WW WQ:0X_,¢0¢W¢ Li W u J W-W�O WQ wm_i gYFpzFO�- U0,0_,0 oU¢f 0"no, ozM°0f-aQ0 Vz WmojF- Coz0Wz yw00aC3 Bl LL Z 0 wOg<-�w Q �Qz§ 0W =00 ¢WO O Z N oW 4 � U)CD z o�Mo a U? U) LL. U) ti z W U� CM 00 Z V Z W Wo �o J (0 N N O N N 0 O 00 O co 00 N- 0 N 0 N 0 N N N O N O N O N O N O N O N O N 0) 00 LO 00 O cM V- N O ( N 4 0 1b 0 0 0 0 r- 0 1 0 0 0 N��1 �1 >.- O CD N CD cM O 14 O L6 O 6 O Il: M1 ^r VJ Z_ Z z O W 104_j LUU_> wWin }+ V0< CL OaiQ �-� ZW Of HOf =ca0Z X �Z�_j H z N }x2 0 fy)Z Z of Z W N OUa}W 2 Q zz Z �QO ct Z U U Q O O W Q Z Z z w J W (14O N LAST PLOT DATE O >-- . M May. 2, 22 Z4_0 O STRUCTURAL J DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 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) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45"± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45" ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) • LENGTH (SEE TABLE) RIDGE FASTENED AT 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •* BLOCKING END • 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM 2x4 T' ON TOP OF PANEL @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Od 3" 4" 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" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" 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"x21/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR A r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x x INFORMATION = 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES 00 00 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) BOTT. CHORD FOR 4 TRUSS SPANS & @ EATOE NAILS @ E. END NAI ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT .,.,,.,.,..,.,.,..,.,, ,.,.., .,.,.... �..,...,... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 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 ri0 SCALE: N.T.S. SCJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(�ALi SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS Z� SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 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) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \� S5 J 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '01 " q me m 11 w9 2 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) \-COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL OCT 18 2022 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 :dition , F OE_Ft04 CN N to O —-- a 00 a y vJ IJ�: uJ �f �. ' y --� Q 0 w 0 z d SIN >o � o W L 'c '40 ^ 0 0 mt 0 N w N V -070 °y° d c: 2 E } _O o " S 0 8 U . Lu nN1 V �f-a -a w w C� w OW co WQH Woa ¢ma a§Yzaf z Q:2 .>o0, J0 Q Q U J�,o�rf<, :D o§O,ou_R molaQ QO U) Z Chi I a- w W WI-cou Df<O Q~w��la-���wp�U�aa oQ o 0 0Q<u ~ a LL i 0 Z W 0� OF -MO Q U M Lo ���ti 0� CL CM co Z U w W Jc:) co N 04 O N ti N O O a1) O CO 00 N CD N O N O O O NN O O NN O O N N N O obc;N� O N (OM 0 0 0 0 0 � c N''^^ L J i CD CD N CD M I CD Ln CD Co. O I-- 1 0- co vJ Z z O O♦-' Wog_ Wwin O Via [— 0 a- Lo �wF-Q z W H y w Z) =F-OZ Q Z J N 3 M ELZZLL 04 w N OJ2z �— < V0)zLU z z X<0 .. Z U a OU O F- W d Z z z J wN O r LAST PLOT DATE o May. 2, 22 O STRUCTURAL J DETAILS 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 (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS ix2 NAILER ~ J PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT rn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ 2 10d @ 6" O.C. () METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 (13 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE °a BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU LL C 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 4"to 6" BELOW GRADE c G a ... °. iv a •. "e c FINISH GRADE 00 OP — I ' 6x6 W1.4xW1.4 I �I I �I �I I �I I I ° a : a II I �I I �I I - WWF OR FIBERMESH 1=II I I I I •'• a I I �I ��� O -I 11=11 �l l I I E=_l I r ,' I �'I I LL STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "- (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d 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. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER 4TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 71 j TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)1 Od @ 6" 0A PRE-ENGINEE FLOOR TRUSC 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 B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. — B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1 /2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6- SIMPSON SP1 w/(10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d . , /r!_� I 1ILi IT — III --I I� I. (3) #5 CONT. ON 3" III—III--III—I t f—III 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION r S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w w x U3 0 0 e 1513T OSB EXPOSURE SHEATHING F x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF III NOT FULL HEIGHT SHEET C Z G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND 1 15132" OSB EXPOSURE F F SHEATHING W x SOLID 2x C 0 BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X- ao C x ¢ w x E Uj 2x STUDS ILL BEYOND. SEE PLAN 0 O In '\-2x4 P.T. BASE 2x'?IBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING S 3/4" S 1/2' S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 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 XUL SECTION X-X S�cF �Ow 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.) 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 }j• SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END III JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)V. H — OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAZI O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC O < OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w O C O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J y ¢ 0 N ¢ ¢r0Om w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. CO In 00 LL ru p LLO © (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL N MEMBER IF GABLE END U_ x NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 F.l-TF� pFNr,IR�0, 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x i 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 F `r WWF OR FIBERMESH A. E 4'. • N .• M -III-III-I I I_I I •. IIIIIIIIIIIIIIIII .; ° a • •. me HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. �IIII�' oIm II - • — (3) # 5 REBAR ON 3" CHAIR' W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Oebra Anne Klahr PX2300 I - f � 0 E-_F�'404 :" � �,r.��y N 1 ' i • ' — .� r 0 • .y 00 LO -�D ` A -" 15905 > Y * a yjf wz cZ O -i W Z Q LO I,-)E s` ''0q U • (M N 5 1 w I.N W E L 2 S ago a a U e LU Q� w L 0 EM W (z) W WZ2_j°WUOU_j°¢aXz ow Wdo i o'J LtU_~ w7�(nw z uw'i0z20°1-<z z0u)0 ;OW-o0coz Wn�WwFww<0 50 O(Od 0 z LL � a<WOg<UjKWz6200aa OQ 0 Z) 0yzjQ �aLL sE O CN Z W 0� D ti O � M Q U)M CL LL ti Cn I— CM co Z U ~ Z W WC:) J O 04 N O N ti CV 0 O 00 , C) (O 00 CD 04 C) N C) CV e— N r- N O N O N O N O N O N O CN O N O N CIO O- Ln CIO O CM 1 N O CV) N 'It O O 0 O 0 0 " O CO O C N LO > O o 0 CD 0 0 0 I CAI CV) LO CD l-- Cr CO♦^ VJ Z Z !2oW(D C)W 0 -0— 1=o�na. 0 () Z < Q W Q =m0Z N V Z j J > M w W}ate Z 0- Z Z U_ CV W N Og�z a USQZZ . Z � a 0 Z U OU _o W � a Z Z z J W N O o r LAST PLOT DATE May. 2, 22 O STRUCTURAL — J DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 114 IJRT VVMLL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING 3-1/4" LONG X 3/16"Q1 FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1 x4 P.T. & 1 x8 P.T. 1„ 3 DETAIL STAGGERED @ 2 O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. DOOR JAMB (REFER*Tl':, TO PRODUCT TO PRODUCTDGE DISET. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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. F BTWN. OSB INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH NAIL 0 WALL) THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER ARCH FACES W (4) 10d S INSTALLATION DETAILS 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX -0" * 2' SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� I SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK KITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO ) t 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK i 2 x 8 VERT. W/ (2) 10dwl � 91 NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK 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. RAD. SECTION B-B 8" EQUAL 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 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 +5A 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" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN i 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. t. • .:,`:- " SEALANT PRESS PANEL REINFORCING INTO PLACE. * j �� "' 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. `'''- "'"'M 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. i JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #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'/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER HERE THIS CONDITION OCCURS (1) #5 BARS CONT. W TOP WITH MIN. 3" COVER 6-0" F.F. 0. P1. T 4� CIP �I��I ° =zI I � GRADE D ' .. D M z_ N •D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN (R YP.) THE :S I IAIAr`('CDTADI C IAICTAI I TIMI FILLED CELL INSTALLATION H SCALE: N.T.S. SS : SEE .ARCH PLAN AND PRE-ENG TRUSS DESIrA SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE ERG WALL TYPE �� � �� ALUM FASCIA PER PLAN I I f 1-3/4" TRIM PAINTED SS NAIL W 916" HEAD I Y , F CHANNEL, —1----.. y I FASTENED PER I DIA @ 24" O.0 W)TF 2 RFI ;,l"d -I - °,I l CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TrL L L`x BLOCKING NAILED TO T OP BLOCKING wl 2-12d NAILS C) CHORD EVERY OTHER TRUSS wl 2-12d NAILS, TYP. (•`) G.0 1 BUILDER TO VERIFY;PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON FH_ DESIGN PRESSURES SPECIFIED FCR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INC FLU# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU W1 T NAIL .097" DIA. @ 24" O.C. W/ M" MIN. EMBEDMENT WOOD w/ (3► 16 GA. 314"M W' CROWN STAPLES +@ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w.1 16 (�A 3t4`x11)4'• CROWN STAPLE (CV EACH GROOVE STRUCTURAL SOFFIT F0 SCALE: 3)4" 1'0` V*) FOR ALUNNNUM SOFFITS WITH SPANS REV 09 23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT EL PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + CFyc'Ty PLYWOOD SHEATHING + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP .. a + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP St :Al F• R/d CCC OUCCT Ill AKIM z 0 U- 0 W Q U 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT •4 FOR OVERHANGS BETWEEN OVER 1 1/2" r CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. , :a• OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-01I 51-01I NISH >• D ' 4D ° ° D #5 BAR DD D 6.° 4 CENTERED W/ . 911..° ,� s H IN TOP o _ , KNOCKOUT/ N E.CHAIR BLOCK III II —I ° MONO FOOTING I —I I I p SIZE AND REINF. PER PLAN III -I •a °. D ° AND SECTION DETAILS TIt CLEAN FILLI DIRT Z 2 r9(f HOOKSTANDARDo N #5 BAR IN ' FILLED CELL - AA STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY tJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 71l by Debra Anne Klahr PX2300 N N 0 N (V 0 K vvN J C?0 ` d % to !, Y aA k j•J( cW 0 z Q E � 0 . W >` C!0 M� ti } Da - uM cN V ° _ L M Do "S O u- o N Q Cli 00 E co W L W �Wy (.9 W LLj Uj W 0 F- W~ Q W J of Q Y Z o Z W0jM_,<0<W<,U0,0�0 < Q U <OT<-10W 0OW90ZOW00Mzz 010 00HQ~ O Cn 0 O Z J 90 Z Y Q _1 < W<�—Luwp2UOQ - Z Iy O W O(r J 00Ix 0 0 0 z Q tL Q 0 LL sE CD CD Z W 0� > (n O � �M O J LO U) 2 (n u ti 1 M 0- 00 o U z� W WC:) J C) N N 0 04 ti N O 0 00 C) CD00 O N p CN p N N N O N O N O N O N O N O N O N & 00 to 00 M r- N O IN CD 0 0 0 1 CD � c L_ N, �1^ , 0)C�000000 i N M 't LO (.0 1` C CO CD Z z — z 0 -F-+ W wWin U -1-"+ O U �—o � Q ZWF- r� Q =M0Z v j J '4Z 00 - Z Z x 04 W O��z Z O Z U � OU O W � Q z Z z W W N O 0 -- LAST PLOT DATE May. 2, 22 z O STRUCTURAL — I DETAILS-RETRO FIT SCALE: 2' = 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 � 6's 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" VVHLL SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" =1'-0" FILLER STRIPS ADDED —_�4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL __-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0'. SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J SCALE: 1" = V-0" lf2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING C� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a" AND �' 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 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT N LEDSIMOS H3 L(2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM \ AND VERT. SECTION VIEW "E" SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:' = 1'-0" 3/4 PLY%A ON DECV --2x8 SYI AND N/ FRAMIIS 2x4 DRAF' STOP 2x4 BLOCH C SCALE: 1" = 1'-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) TRUSSES NEWEL POST BLOCKING J 1 /AIM UUIVO I MUU I IUIN UC I /r-\I L%%3 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) u 2X PSON MI 10dx11 ECTI ON VIEW "H" SCALE: 1" = 1'-0" OCT 18 2022 Virtual Review Assist. Inc. Plans Review completed and app ov for compliance with the 2020 FBC 7 dition by Debra Anne Klahr PX2300 CV N 0 to to LO •ice E T , T,•�_._ Q qq �JF 1 � tl O w cc 0 z Q ^` E a M C' N V 7C) 0 M 2 _O NINES O �C, Q U •Vi U W 0: v c cO E L ri I� O N i' W W WO-Q¢ 0 L uj W OW FW W 2 - O WQ2gYzf-z f) OLLUO0� ��'0J <OX_zOz2-<WaaOWOWOWmz=�C1W O_( Z zz `W�j YOZ0 2W<~HFn a20 �0 OW 0Z)W U_ Q O L it O Z N OW 4 ;moo z CIO1�_ J U� 0- U) LL 2 U) LO F—ofMM �a2� zv� Z� W Wo J O J N N O N ti I., N O ' O C)CO 00 O N C:) N C) N N N O N O N O N O N O N O N O N N OO Lh OO O C;O N M 4 O -, O p O 0 e- 0 r- 0 CO 0 ,^ L, > C)LO O N O M O C:) C:) co C)N I` U 00 �^ Cn z Z O C:) Lu W W G7 5; 0)0 _0 I—O a w I=-- a Q Q Z��Of q �M0z (Do N z M �ZZW W N �a}W }N '� Q Z �Zz �QO Z U U J O O a m a Z Z z w J WST (NO N 0 ,r-- LAST PLOT DATE May. 2, .22 z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH 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. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4Az7'-4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-08 8F20-0B 8F24-0B 8F28-OB BF32-0B 8F8-IB 8F12-1B 8F16-1B 8F20-1B 8F2+1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 M 1342 19 8733 19 10121 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 31 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 1 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1 1428 1838 2316 2883 471 755 1075 1 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRFSTREED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R.NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R-NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4MM-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B W14-OB 8RF18-OB RF22-08 3ff2RB RF30.OB 8RF6.1B 8RF10-iB 8RF14-1B 8RF18-1B 8R22-1B 8RF26-IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 1910893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 1 3129 4091 3146 526 999 1568 2253 1 3129 1 4150 1 589147) SAFE LATERAL LOADS FOR R" PRECAST & PRESTRESSED U-LINTELS C,�-44"M ^'� � � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 151-4" (18411) PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C, "'� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=-4IT M SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8F8-1T 8F12-1T BF16-IT 8F20.1T 8F24-1T 8R8-1T 892-1T 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24.2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 18111 2152 (161 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 1 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 45 13 626 13 767 13 %9 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 341 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 1 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 (it 461 (10) 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 %6 10 124 200 316 450 600 ( 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4ftzT-<M6" SAFE LOAD - POUNDS PER LINEAR FOOT T YpE LENGTH 8RF6.1T 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-1T 8RF26-IT 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T VM-2T SRF26-2T 2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 O C ) U UG UNIT '2382 - 1ST FLOOR PLAN 1/411 /4„ = 1 1 -0" DG OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and ap roved for compliance with the 2020 FBC 7th Edit by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- 0 0 > c c c o ° o 0 0 8F16-16/1T 8RF14-1B/OT O O °a > c O ° ° 4 �o o 8" PRECAST LINTEL W/ (1 #5 HOR CONT BAR & (2) COURSE OF 8" o K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED *O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR L\ _ C.M.U. > G �= o U, u z w[ a #5 REBAR AT o J a ° BOTTOM MIN. (1) Q�vS)G REQ'D Q o w `�° 2'-j1---STEEL 16 GAUGE POWERS BOXED ce 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Q J z C.M.U. Q � 00 z = GROUT `.° in #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) tt 8 NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J II NOMINAL HEIGHT J QUANTITY OF #5 REBAR AT TOP N N N s + LO it 00 W ' oc 0 z a LO E > 0? 0 M /� M 7 ';= r o } O 0 2 o TZ1 •� O M: S R Q W m 0 L CM a a oL vi w0~ W Q Q U Q j- J� O� w w w U OQ 0- 0 =cow OLLpiR00mOZ�Q ~ Nwawv�zulwin'W � J w r zd �Oo �zY[azzz0W0�a W 0 Z Q~wO�H�-�W62UOQ z 0 Z N O� 0 0 i- M O Q � M L0 CO ti z F- W _M < Z V F- z 3: WW JQ O mi N N O N ti N O , O 00 O �- •- N 0 N 0 N N N O (V O CV O N O N O N O N O N O W O U) 00 CD M N O M NN 0 0 0 O O C NLo ; O o 0 0 0 00 LO ' ��^� w Z O O Wu W (1) 5-; r^ Vl ZWI--Q W W N F- x I.-W=)Q =pow C7Z J N 00 0 ZW M a- Z Z (V w No r- Q V�zz Z x<0 • • Z U v :5O 0 W � Z Q z w N " W 0 LAST PLOT DATE >r . . May. 2, 22 z,6-+ 0 STRUCTURAL 16 J DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (II#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (II#5U DETAIL'D' DETAIL'B' &'C' 2'-10 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 j 9462 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'4' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'4' PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 I'-4" 10'-0" PRECAST (2) No. 3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'4' 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14' 8" 13'-4' PRESTRESSED (2) No.3 (2) 7/16 strand +2 N.R. 522 522 360 499 No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 174" 16'-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 357 357 254 352 2 No.4 (2) 7/16 strand + 19'-4" 18'-0" PRESTRESSED 2 () No.3 N.R. 277 277 202 281 2 No.5 20'-0 18' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 256 256 188 262 No. 5 N.R. 2l'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED y.w •` •' DETAIL"A" DETAIL"B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDUNTEL � 1 LOWERLINTELCAVITY [8x1 II 6-P-11L/1U] NOMINAL WIDTH J `� QUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5UDETAII'K' DETAIL 'H' &'J' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 41-0" T-91 PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 41-F 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6'-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-W 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 74' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 101-01 PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 101-8" PRECAST (2) No. 3 2 No.5 1439 1439 1075 1439 12'-6" 1l'-2" PRECAST (2) No. 3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154' 14'-0" PRESTRESSED (2)No. 3 (2)7/16strand + 1291 1291 775 1270 2 No. 17'4' 16-9' PRESTRESSED (2)No. 3 (2)7/16strand + 993 993 600 1084 2 No.4 18'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 20' (Y' 18'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 .��i•1. �•�. ;'7 r DETAIL"H" DETAIL"T DETAIL"K" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 I LOWERLINTELCAVITY [8x]6-P-1 L/ 1 U] NOMINAL W IDTHJ J L QUANTIFY OE #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL .SOLID #5 ;2) U (1) L DETAIL'DE DETAIL'DF' DETAIL'DE&'DF' DETAIL'DG' 31-9. 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 N-2' 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-al 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34" 1 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1000 t 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTH `QUANTRYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAII'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 414! 314" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-U' PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 1 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'41 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 81-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1 1186 1014 1251 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 1014" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" 11'-7 PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'4" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1207 1207 605 938 No. 15'-4" 14'-0 PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1095 1095 551 887 2 No. 17'-4" 16'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No.5 21'-4" 20'-0 PRESTRESSED 2 No. 3 () (2) 7/16 strand + 524 524 277 526 2 No. 22' (Y' 20'-&" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24.-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOW ER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINALWIDTH+I` QUANTIFY O1158AR NOMINAL HEIGHT I UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 17-6" 11'-7' PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1948 1948 1093 1591 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0 PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1368 1368 771 1264 2 No. 19'-4° 18'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1084 1084 615 1095 No. 20'-0 18' 8" PRESTRESSED 2 () No. 3 (2) 7/16 strand +2 1008 1008 573 1048 No 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No. 22' (Y' 20' 8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 850 850 471 923 2 No. 5 (2) 7/16 strand +(2) 24' (Y' 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 p:,1 0 �k.'• 4 f S DETAIL "L" DETAIL "M" DETAIL 'IN" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 8AR AT S-SOLIDLINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINALWIDTH j `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x] 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 2'4' 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10D00 10000 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1OD00 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0' Z-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4' 8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 E-8" 4'-4" N-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5-0" PRECAST (2) 04.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) 04.5 WIRE (2) No. 4 1563 1 1563 1 1113 1455 v., DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN UNTEU QUA NTBY OF #5 BAR AT S-SOLID LI[SX 16-P- � / 1 �� LINTEL CAVITY NOMINAL WIDTH ] `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10)• 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. - PER STRUCTURAL PLAN co00 7/32" STIRRUPS AT 4'Z' cc M (TIED OR WELDED) Ln N n Ln BOTTOM BARS N SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" co z LA M � rV M 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DOA TABLES B CALCULATING MAXIM M RESSISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (11#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U QETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" 1 PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 15'-4" 14'-0" PRESTRESSED I2 I No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1698 1698 944 1546 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18' 8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1254 1254 702 1271 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand +" 24'-0" 22'$ PRESTRESSED (2) No. 3 (2) No 5 898 898 481 947 .`•�1 :•�1 :r41 �1j,.Y r`�ta1 13 �}t.•i : •�iY1 �}t,Y :''(�1 DETAIL "0" DETAIL "P" DETAIL "O" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 LOWER LINTEL CAVITY [8x 1 I6-P-IIL/ 1 U] NOMINALWIDTH+IJ LQUANTITYOF#SEAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #511)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2' 7-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 100D0 7552 1ODDO 4'-4" 3-9' 2-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10D00 4'-&' 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-B" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2W6 UNIT '2382' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRA88VI8TY & UPLIFT SAFE LOADS (PLF) CESS (OP REDOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL WIRE/ BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L # 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1 1.553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-W PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'4' 5'-4" 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 T-8" 6'-4" 6'-W PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-£" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393 ? 4' • DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 (11 U Q I L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DD' &'DP' DETAIL'DQ' 3'-8" 7-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10D00 10000 N-7 2-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 100D0 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 100D0 8604 10000 4'-9' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 51-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 V-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 '31Y� TYPE DESIGNATION siagri rormw :..+ .: +:�,• •' - - DETAIL "DL" DETAIL "DI DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8XII6-P-IL/II L J w°aL►a TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5BARAT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL W IDTHJ j L QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY OCT 18 2022 Virtual Review Assist, Intl Plans Review completed and alppi for compliance with the 2020 FWZ, by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 914, Precast 222 772 10'-6" Precast 156 600 1 U-4" Precast 132 651 12'-0" Precast 111 1 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-W Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22-0" Prestressed N.R. 127 24'-0" Prestressed N.R. too N.R. = Not Recommended Edition 04 N O N 0 r i� 00 L0 AS + --�j • '1 JS �', _ - : ✓ W O W Z Q /N > O ^ 0 W L -O L'? 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Reyehred Arxaaet - L-soul Fronds Prasulpane a.- 110111111 so" "&K IN 900 II 1 tXirwNew Rinsing `3ppeems {BIG IOoNS, OlIc 15066, EINIC 1154 Qw 2%6. 12f31rzP23 Yes ND NA r 180 Disc Sir Florida Department of Business & Professional Regulation pegs 2 d 4 Building Codes and Standards r gzz Product Approval Application detail -._Vgq= Twc Vetslar rtlaauhatu er o� nt Enairtaor a. Lianas `V 4ed Fl+r §W& ftl FBC ApOra Aoorovad lung Faavialpl 20M Therms-Tru Ccipcir 1pn Stairs Jaspers,on Lyndbe F. Schnnia P.E RYWJ HI P..E O4r151rMl I M 1 P?020 04nVX21 (ld' 21T21 Approved r�=19gry: E.terlot Doom (sm 843-7626 PE4*409 (8111) "7!W aubCaaegoer S„ fW,g Ed-, Door Assar4lbea slaspexaOrl@Mern-base Compliance MalMdn Evaluated Report ham a in Florida Registered Archriect or a Viceneed Florida PrNemioner Engneel F1.:01204e9,4114 Prigvd is IFedluet Nndel rum her ru item! si+iatln nss - AUM)*li tilt 11t4 Allowed in I4yK2r QW9KJM for Use 7 lIDgg& Haa= Dirsait Eawasiat 1 a- TherrlvrTru Fiber-0nssic and Smooth -Star Nominal S&M31'S txtuattmpaoffiquat Opaque 12F31J t2 No Yee Yea N(A Composite Edge Fiberglass Single Door pmawrga�ufiwYsg: x annia raban) be, Therniarru Fiewt-C'UMY and 4SmiX0 Star Nominal aeYriii6 &quo mpactkwtk craque 12.ni=2.2 No Yes Yes NIA Compose, Ei dge FI bergia4& $ogle Door wdh S IAo(s74nswroDultsnning:, x0, O;Ca O?(O 3 c Therma-Tru Fir-C.laesiv and Smrwfi � rnnfguieuanil Ntimanall 6&#39-8 lid-Ompoasquat Opaque 1."P>'1'= M11c Yes Y_ NA Composes Edge Fbergial Doubt Door wth or vab±out Sidelnes itraaw n2t0uner ing, )0x cY CXXO 4 de, Therrrla: Tru Flcu..-Clas»rc and Smro�:th-oRar famfmr4A1 amar NNominal99ay'�t,0 &quoktrrpac'taquoC Opaque rk v ,ors 3 a . 1 NL1 Composite Edge Fiberglass Single Door Itn wing lldaavng, xmregmaadmJ 5 8. Therng.Tru Floes-Clll and Smoolih-SWr Non'dnal 6SA39.0 &quoumpaCtagWt C"que /2r31C:C.G'i Na Yes Yp WA Composite Edge Fberglass Single Doerr YAth Sdel Os(4) pnam ng 0AswN. XO. OX cr OXO conNgumnony S f. Thermo-Tru Fne1-C4assic and SmosattlStar Nerninall S& 38.0 &O'nium panctaguot Opagla f?P3ti2LY22 No Yea Y" NIA Campoate Fie Fbcrgiass D ribla Door war m vr4lnaut SlorlRes (4rlsrAngfOvlsvlag; xX a OXXO cardsguraaoaa) ➢ 7nerrraa•Tru FR,er-C4aaaio and Sreotlrl-SW Nomina16aN3R8 dgw4ln-Fwct&glast, GAued 1201fMas.2. NO Yee Yea WA Composite Edge Fiberglase 9ilgte Door jlnsdr vhwrug: X mrr4iguration) 8 he, Therms-Tru Fber-C.rsad and SMOOM-fir NJ trot Sa-IN7& rmtln,•yacttgrast O1aRed 1iiiilr Aa2 a40 Yes Yess WA C onrupoans Edge Fiberglass SJgte Dourr 411e SidefWsi (lnsaangJOlalSwrg, XO, OXO' OXO confiliumboaaal g Nominal biurRirt soqiortmpaa&gat, iinazed 1201071't' Nor Yee Yes WAS Composite Edge Fiberglass Double Door with w oftout Sid Res itlrpnind0utswln0: X1L rX OXXO configurations.) 10 g. Themta-Ara Fibar-Qlsslie and S111DOM-5181 11MYna1 8603P,0 8gtw4;lmpact&quDt; Gained 12 V-1022 Yea Yee NiA Edge F tlRelers Sngle Do- unipmrarodke,stra XxxnEgurancn3 1 i W Therm -Tru FssrLYassfe and SmoOB6-SW1 NNYrinat MOM'9 &glgtlnpaCr&quDt Quad! IM Irl= Na Yea Yesi NIA Composite Edge Rhesooda single Dons, MAh Molests) gnswrgrOiassrerg X0 W o, OXO Cor4rpur14anel 12 ITherrro-Trta FroerZAaadse anO:vnoaae-5fa+ Heaainar 9645B4O8quO4'rm)nc1&qunp Gwamd 1?731t2Lr"".1 too raid Yea r.WA Composite Edge Fibaawss Daubip Dcor with Os, MdhputSdeiM*n ny0utswfaxXar OXXO conrauretione) 13 sin Ina.. ra-Tru FlterLAlFsic aM Snm7Jt-Star NORNnar 6&pS9,6 iMquatlmyMYDf&gNA7t; 34,ima Nialdea 1.1's IQ 2.2 no Yea `i pe WA Opea C'unnpanRe Es�s Fdsrglase Single Doan tinacirvpiCrulswrg, , ounggurabwl) 14 n Ttr irmta=Tru FbV.C.ta*SK and SispoM.Star Nominal a suVb &ginitlmponli FAat, Glued Wided 12x31r2D22 lb Yes Yes WA Op4n Cgrrlpmmte Edge Flbeglaas Single 11.1.001 Otusd A4sldad flpen SWeolte{4p (InvulrsLXSutswlrgl XO, Oka 090 -fie-brans) 15 a Tborm i l Fiber -Class c and Smlpoth-Star Norrunal B icilog Glazed saidded 12131r1p2'2 No Yes Yee NIA Open Composite Edge Fibvglaas Double Door M err MMul Glued Mdded Open Sxleimt s Qnswll Dul1»ih4 XX or OM m+frruatorrsi le P Thsn Try Flbor-Class. and S-ANEasr N.-all 6&A'3g;5 &gumtlmpeaK&gwk OpRqu. 1af3172AG12 lJa Yas Yes NIA Composite Edge Fiberglass Single Door wilh visited Open Sdelaii*, @ nswnV0uts V, XO, OX or OXO annfrguratorls) 17 q. T7larms•Tru Fdrsr-Cloeslc and Snvocin-okra Nc 4,61 OSMWO &quOtdnYaacp&gwt; Opaque 12i31'2= ida Yp Yia NrA Edge Firsorglys OWWle Door wan or MAhbut Closed Maadod Open Edeliaa (rnsWrigicuti lg, XX is, OX.AC WnfleurAlula) Florida Departrnerd of Business & Professional Regulation Verge 1 d+ Building Codes and Standards 14a2021 Product approval Applkadon Detail Saga _ �ali&rgc glad i841a Goal Cilia mm NUMBER!(. amat R"voin 2010 P61rh1dadr_ Jan. le-vic 101h.40rift wCo-GER kiii -Cher SfFR7-'JAL Iin SrA.V 10.2{PoV 11 aYda"ae: Appr9l" Caryl X•Fala is Mona (at tisaDaio6 ( a)Di iir.WF 8.1scot.gogr. Sating Ed -DO. Aeamisk. ltt eAwaaX pgNneAlaknia.a .""Hari siouiod; CsrdB oar_ Mai a Luang am Elm AoaaN4fa tut MM 291 Contrast _rAwitcal In hvhz kitif f 9 a/10-6574ILarpo mi"i, impadl vil yl Giidng Cat. t Awn 04111412021 vat Yar vos W. March 15, 2022 F erica Department OT Business& Professlonai Regulation P1ga 1 a 3 Building Codes arld Standards 112-47on Product Approval Application Detail As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star NON4MPACT) FL20451.1 +57,0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0I-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40,0I-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7 -38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8 0/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 1213112023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248,10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton S eries 8000/810018200 #1124 (1 GX7) F L8248.11 +34.41-38.3 psf 12131 / 2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607t707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. 'SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +60.01-60.0 psf 10I8I2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0I-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349,1 +60,0I-60.0 psf 4I3.12023 PGT Series 5520 FL243.5 NIA 4/30/2025 D, MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL131911 - FL13192.2 A. SIDING NIA 12/31/2023 B, SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272.2 +75.0I-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2I-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS k ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamkv {for Shingle Roof} 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (far Tile Roof) POLYSTICK TU MAX IFL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9I9I2026 Florida Metal Products, Inc Vent RV10 FL21580n3 NIA 12131/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97-5 psf 12/1012025 E . ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849. 28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10011i DMC 150SS, DMC 175S, DMC 200S DMC 5V F L17679.1 +0I-180 12/3112025 So SHUTTERS A. STORM PANELS Global Protection Products Galanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORSI USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B1 TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 M ITek Industries, Inc. Truss Plates F L2197.1 - FL2197. 5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 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 fallowing information must be available to the inspector on the jobsite; ) copy of the product approval, 2) APPLICANT SIGNATURE Ft.4;tWTPft9 „ f Fpl OCg Jim 2& DNDPWdfm na aglg Venloi Manufacturer contact Vaaadied Be lFdlluded &AMIMO FW AWMVU AWMVW status ,Rv,,aion 2020 Therms -Tau C:orporaum laoere JRzipinaon Lyndon F. Schrriik F.E Ryan J King P.E. 07F23,= 07/1Z= 117rdaM20 IGMS Agpro+•ad Oatayory. E iw D­' `ar.14} 4H3= `a PC-d3�DA ja1]j'e' iG4a. SubC&Hgoryr Ewen or 0- Asserc#riee siaspalson�Crerrrrr A€ -cc compilence Malnod: Ewstuatlon Repair from a r^ Flat da Reglpadred Archtsol Ora L"Iswd Fiords FL=47083 Professdanal ErglnX Products 5-0 Pratludl M " Number or Name Product DerscnoRbs ria.ria Assurance contract EYOYa6m Aeprolatl for seas Assroystl Ua4e FIV In R2 rat UseRouses a owmi HVFQ ResIsfa� Pr n 1 pThernn-Tru Rber-C.lasslc and 6voom-912r, Nominal e&A39,8 dguothnpect&lquat Opaque IMlIM22 Yoe Yes Yes WA Composite Edge Fiberglass She Dior (4nswi.il*As.'% X 'a8 nl 2 be, Thermal-Tru Fiber -Classic and SmouiJl-Star Nominal 6&Mr3u:8 &qu ximlwCtdquat OpaareR lW1 eta r Yes Yw Yea WA Composite, Edge Fib i glasss 9lrrlye Door with Sdaaaa(ey {Nuv.ene+0umw,rla. %Y1, ox or OXO mmNuudlornu 3 c.. Ttl rrre-Tru ebar-Cural and Srnotitfi,SW Nominal "MO &qu impax&quot Op~ i Z.31 r4m Yea Yes Yes WA rAmpai im Edge Fibsrcyase Double Darr won or '.11rn1g11[ amaaNaa (Irnsi"Volww.ngi Alf or QxAQ conhllureilonsi 4 de, Therms-Tru Flber.Clar"L and Sncoun Star Nominal 8&0390 &4luathnpac[Bquo Opaque, 12131 rU= Yes 'Yea Yea NFA Ci,mpaale Edge Fibegla is Single Door Pe, slrrlgfGAevArrg; Xcossfi�rationl 5 e Therms-Tru Rba-C}.eaic arid silo->ntn- a� Nr,a�ml=3gayr,ac.a&,quac©pegae 12/31rauz area Yea, arse NIA S 1.. Triemw-Tru FII1er.Ciaaak and Srrlw.#h51sn' 9 Ttienro-Tru FtW-Clacslc and Eirioath Stir P he, Therma-Tru Fber Ckssse Ind Srlooth-:ate g i Tharrr�-Tru Fiber-C4'rac and Snxxth-'far ID I. Thar na-Tru Fiber C'bssic and SmKVbE Bar 11 4 l'rl.rnar. Tn. Fpe,r 1'M and Srtlnaer-Sra, 12 I, Thorne-Tru Fiva-CWraeic and Srnrwlh- F 13 line, Therms-Ttu FItior Classic and Sin M-_err 14 n. Therena-Trio Rber-Classic and dSrmdo*T 5ter 15 D. Themm-Tru F1ber-Cla4sk and Smoasl-9tv IB p TinermR-Tru Flba.Gla err and enrwtlwStar 17 q. T4larma-Tru hb -Cesec and Smwth-56a1 15 €. Thempas-Tau Fiber -Class. and Smooth ,liar I P se, TfwYnla-7ru Fbar-Claaac and S mioth-Srsv 2D t Throw-Tru Fiber-Clsssic and Srrooth-913c 21 a Thwina-Tru Fb4r-Closet and Srisoith-Star 22 v. Theists-Try F,ber-0ame and Saanth-5Lr 23 w Thermo-Tru F,I a-Claasie and &rwcoa-Stair 2A x Themes-Tru FiM€-Clsas+d and ;-Star 20 y- Triennia -Try FnMr-C SSWC And 6noom-SUr 29 L T"Inia-Tns F3Mr-idaeada a" Sft1a41h+5Lr 27 za. Tha/rea-Tru Picar0aes. *ad SrrrcattrvinF 28 zb.. ThermaiJw Fim jC4,saic and 3mtoth-Stir Com{,aste Edge Fi�rgiass 5:egle Ckwr -th Sdeltplte 1111Ra1flgA�lYtpnMrtd_ X1J, OXa 0xo wnfalutatiar€o Narrnmal a&M .O BgfkKkYpac2&quat Op2410 Composite Edge Fiberglass Double Door +firth or �au1 9a1i�Naea (Irw+n➢/Ocwm.:rg', JtX err 67rY-9 mnfiguraDonai Naming 16&1J3S;& &qu'X lmpdadrquot Gored Composite Edge Fiberyfars Sanger Dour 0M5YAlrgf0UMir nCXr a4anl Nomnai 6&MSfr,B &quptbrlwa6rquo[ Glazed Composite Edge Fruorplase Sigtp Deer wth Sidplte(s) (lnwng46utpwing, XO. OX or OXO rxrtfpwriona) NDmnaai ftr%i8 &quct lmpadiq.m Glazed Companies Edge Flbeg unis Double Door .0 or ARhout Sidearm (H1st141g10nkY+arg• AX err OXXO ;wrlrglRalons) Nominal M*%,O &quotI paa&quot Glued Composite Edge Filaeglasa S!' Door llnsrirgiojle rg; X Camfrgug6on) N....1 ".1400 aquot poatl,quot G-Od Comparable Edge Fiberass Sbgla Door add S:d44te(s) (liaalnaiOunneing. )GO, OX or DAD conhauralions) NorluneI 8&M°, Q SquoLlmoaa&&quat Glazed Composite Edge Fiberglass, Double Door ..oth or ro ut Satiatew SkrxvisA)s W-rig; XX or OXXO Canhgunlians,) Nominal 6693P,8 &quatimpadMquat Opaaq- Compos le Edge Fibergiass Surge Door win &quaf;N-lurnpaca&qua; Sldeke(s) (IaswnglEAaisaersg; XO, OX or 0X0 cwlag urlltianF} Nominal 6&(3P;$ &quothnpoct&quat OlsWue Campo" Edge Fibergl>s,s Double Dopf ally 8quw;lJar-hre4aa&qua. SideWes(Ina.ag00dapurp; OXXO _nfiil rid ) Nomiaal 81sil &quokknpa luLquot 0004.0 Composite Edge Rearglaas Slagla Door wiVi &qua;NYl-Insiaclagaa; SidereW (InsnirgtOulsawng; XO., OX or OXO ocnlip una ons) Nominal &&93g',0&gwo mpact&quot Opaque Compaale Edge Fiberglass Doubt Door wan BquotNon-k"olsquod, Sideres(InaWon➢rOnaawrig; Oxxo catligurat io al 14-16&a3p;& &quatill -Iml #&qud Opaque Compoare Edas FRaf➢ oas S-g 6 Door Nominal omil01411 .13 Xcvaasonsa plat Nomnal6&#.ST.56cTn1ot Nan-imr+act&quo4 opaque Composile Edge Fiborglaaa Single Door vin :idaiGB(S) (V%SWn9Ddt sMr.% XO, CIA a ORO ❑enffguraaion.) Nominal 6&M $&qua4+Non-Impax&gwi, Gorque Compass Edge FiMrglaet DDu 1& Dder awn nr Ca "ions) Nomn118&43g,Cr &quotNan•ImpaDt&gfrot Opaque Composle Edge Fiberglass Wngia Door (IrrswngfOutlw+irg; X OOatgunfianl Nonunal UNIO0'&juot Non-ImpwZ&gLKe,. Opaque Composite Edge Fibeglaw Single Doe, oath SxseBx(o (Ili-ndOla1sil+nif XG, OX ar OXO g nllaufAlom) Nin-al 89413.0 ()I"- Ggmpos&e Edge Fiber gtau Double Door wills or "nolxSdet�s QrwwNglovicewmp: )%oe OXXO r'xrlrf.aDmsl Nominal e& "Q,..& &ruokPYorFlrrQagt&quug 0=94 Composite Edge FSagts Sine Door OnsaworiOulasiling. xaxdigmvatim) Numeral H7 "Wiri dgaatnk'*�Irxpasffi-tryst, Closed Composts Edge Rbagina Sage Duo, wen Sid®tFe(s) ornsaairillprOutsming, XO, OX or OXO NC^lawl 6bfs59;6sleotiNm afaalld Composite Edge RbraFass Double Door JAd1 Or Mthaei SAleres(I ow-woutsswngi xx a OXXO Nbm�Noma ara6ons) 186A311aO acploXFYX.lmpuffi1proP, r..iaY1b Composite Edge Ft-VNI&s shoo Gaol 0n - Xavilla nsion) Nomiewl SUM 0 ildluotNonimusictSisuat Glared Camp-te Edge Rhaglariss Side Dear wAh Wilton) te(sg-tg�sainF X(7, OX Or OXO carnfiWiltons; Nominal 83438:0 &watt lan, Invatt&quot Glued Comparte Edge RlrargLou Douhr Ooa Mm a, -thorx Sderes (hale syC•\>tr e191 XXa OXXO canfiguraYons) lmlr D22 Yes Yes, Yen WA 12131 r2l= Yes V44 Yak WA d 2J3'I= Yrsa Ye's 'Yes WA 1 Z31 Q= Yes Yes Yes WA 1. 2d31r2di.'- Yes Yes Yes NfA 1 R31=2 Wee 'Y44 Yee WA 12i31A'022 1 Mi=77 1Z031 r=z 12r31r,Cr2 121311'2i 121312022 IM11= 1zml 12f311i'072 12/31 r= 12Y31P%ii3 12131r2A22 12137'.= 12r3lr2= 112131T3.577] 12r31ATION" 12R3'=22 Florida Dapadnnent of Business & Professional Regulation Building Codas and Standards Product Approval Application Delall Yes Yes Yee Yea Yes Yes yes Yes Yes Ya4 Yea. Y" Yes Yes Yai Yen Yea Yea Yes Yes Yes Yes Yea Yea Yes Yes Yn Yes Yea Yes Ysu WA Ya4 WA Yes WA Yen WA Yes WA ND WA NO WA NO WA No NIA NO NA No WA NO WA No NIA NO WA oc NLA Na WA Nd WA Paid 1 02 1 UZU1 Ott 211,11 Q,iaolldm yJ siaa N� si t E6d&ulKA.Umm Y YAM" sac Aid iA sand Fis•4am 2020 Mf y.laccal and Odor Se ll silinger Law Moen. tones teeaen M Undr. PE 10 B17020 10e51" l" aQOx'V 12,1 Ste20 Apppaad 4alealtY. ermellrr 0,_. r,N 3113'21ooa Fd4aP-]t. {r1TlalrbAa9 SntSalglM Slid" Exterior Door Assis". b1i11rnger�mlad.tOm C44 viurco umbod: E+aaAlaem Fithian ion a Florida Reamed NMAer.1 rz e, LI tx1 Fly Faa c PiOrentmr ragimaw era * P pdus{ Modal. rYN ter lrnu Product asocial Cadrau almlydlm pats Ammend In.SVMZ outside, for flea HYN2 ) tt#dow & pHim Pressure 1 SERtE5420 ALUMINUMa SERIES CO ALU MiNUM SK.D OXO f`d1/"r4l No Yes No wok its 3li4gad:1e0lqud: NON-REIWORCED 2 SERIES 420ALUMINUM WO 8MES 420 ALU MINUM SOD OX XO, XX 1MUM24 No Yen W WA 9aaqud;rRfesrual, NO14RONFORCFD 3 SERIES 420ALUMINUM SGD REINFORCES! SERIES 420ALUMINUM5G6 REINFORCED OXO f2r3112o24 No Yes NO WA ,H],.a.suol.aeKgoK. 4 SERIES 420ALUMINUM EOD REIN'rr,+CED SERIH 42h AWM N IAIS lD REINFORCED 0K I?M12024 NO Yid NO NrA XO, XX 3%qa l: 2Sagvd: a SERIES 420ALUMINUM SGD RE114104'.EQ SERIES i i1 ALUVINUM SOD REINFORCED XXX 1D31P2172u1 R-s Yes No WA 143&gool,dM a l Flarida Department of Business & Professional Regulation Pate i d 2 Bui Idi rg Codes and Standards 141=1 Product Approval Application Detail - .Sail fmCOLrr .. leis - m i& Yaeglip Rlanutaa6 ne VrMere,d ere ydifted s fail: ReN®on 2020 War o-Dall8 drlsaxr at9verhaad (Mar ovroy m K-111, Adrn a sm. Jamey P. A.-, P E f xi 2024 o92vn2o 10=020 1211a, W26 Appro v4 Carpounlin (E381 163-4121 PE-61737 ;304)321-62001 Caesoey seism Doan dNamlalgwaynedaRm c sLLlcalsgasy! Samalal Edon. DO. ail-mbhss pn Co nprlrye slashed` ENturim Repb1 tram a Floods Raglatend Milkier ere lucon°sad Ftanda PtUd .akval Eng.rnas Fiiil24$-n2e Rpduaa Quaft A,- Arvmre,daa UK AQWNA 12 Oft kubm #.ffit Caer1Ct l>mlralan rite In M14f�2 ftlll4tatg, Milan 3 84g01S10a&20p e1103 a&a3a, Mils -W 14Erk46: Mar IWdrl. 01441l) 12F31r2023 NO Yea Yes 4D1 ODF35.10 aYallable n ere a inl4rtnodtd. ZINIM 10 &00f14100e2000133 16611M Max *Win 1461M Mae height Glaang 121312g23 No Yea Yes 430O1W'43.$0 Awiftle sin Wp a InbernedlBe todox,- 11 164439. Max Hahn. t46m-Manhilplt-(Toting 12R1J2D2a No Yes Yes .;44.4pL14,� &ANO * Inure a htamogire swim Florida DipartrwM of Business & Prdearnonal Regulated Fag, l d, Building Codes and Standards nil Product Approval Application Detail Sig entityg 0111,40 out ....pas mm Yanerso Idanuipichunar Sgdeci Fm in. -a Ltv.a Willi adL@r. Yale" awmww fQS h000ei +Ag,r,-O iadlli R-A- x2t Clrta84),Aspl of AADC w TOm Ran* UL LLC 'my 004P. PE- 12°1017020 1Zip 1410M IM11:020 Aporppa Claw v: Fatalal pupa ,!1an.e1•2b1a i.4a.)e47• 0 Slnta4ggry: Eden" Dace cxnp<Inlws On raltay�eap. ablyp,ga Canwilanne %.Mot CRrllflearm Matt or Lelbl; m Fl&1131T.Ra produce _ iLIXoved for ilia lonew poison 33n8• aYodtrsid. rim4aaraflame, Brash t mwrman JdKVM Sly P,,- 1 111. V1 re'r, ?1,r, _rr .w as as, ai,.rld Peas d Flat, Glad d. end Loa•sarl.amgs ant onni of 12311202S Yes Yes Yas IVA Doors hdlolrastaldaps. Florida Depaitinene of Business & Professional Regulation page t x2 Buildng Codes and Standards n, 1 Product Approval Application Detail Cods _ Entry ar Oat Did ad. MrNn aMd T.rr Yltila0 blinafxturaC SaOitad i(rdalffi.�l( Y g File AOmeaal lAagf AMradius Raged 2020 MI aHral-and Dears Brent'1"4 Asrur rid AJdlrnttutal Stevan a Unen FE 1IH7fA72§ WITF.'ti20 11rzTf2420 AM--d Cregryy: Yentb fxt 753Ed-33f1a MdnataCtlMars Wanpdnri 0171311•8454 eebtadaaaryr plhala Nana '•�^s*�t$+sv'=e..n•"+ cen'pllartis Meares: CH d orlinn Wrote, or LHRng §ter! p a a e Maid Il,Rea a Morris QA]h.BaMOrlti Amami Nor us. NU" outside iAM1lr 1st SN i^u[' T2 Fyi'lalge frame IGDr.' Shaw HMO 10faW-71D12 NYa Y44 NO +9@!fiao Laminator! Fuss a--e N � Cu U O 0 (.0 .CD U C C:)O 0 O o Li- .cn Cn -0 N EC i o fD^ drool L -0 0 .- �CU/� VJ C. Q Z Z W J OCT 1 12022 Virtual eview Assist, nc. Plans Review completed an approved for compliance ith the 2020 F 7th Edition by Debr Anne Klahr P 300 (D E'allassiall' Cl)W z U) CU O L O O W V C0 m O L w� W Z J Z Q J SHEET NO. PA 1,0 L Florida Department of Business & Professional Regulation PageB 09 Florida Department of Business & Professional Regubition , al Honda Department of Business & Professional Regulation Pa pu leaN FI aide Department s & Professional Regulaoion leer 1 a7 —Cu C V Buidi Codes mid Stund ardb 9 rIZ34,02: Building Codes and Standards P>sra:;, Biking Codes and Stiunder� 1, ,raz: g Codes Building Codas and �rtdisrds toncl +1Y2pt, > C- � ProdllCt Approval Application Dotal Product Approval Applicator Detail Product Approval Application Detail Product Approval Appllcallon Detail Q Q 0 0 1 - -- NnPn4a-list - - 1 1� Data Pending 11.aB Sell r�nLgF an � P-d-aRE" eta � 20 2u .. out > B1ta CU S1Ra Recaion 2020 TiarmrTrt Corporetio.^, fiaBlaM Faa�aLlkLiaasaa YW{ai1Qa.RPf Sieve Aaspersen Lyndon F. 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Mwaar a Mime p D f� aalLQJi &td i=d PSlma! 0 U_ Mineral 1 Product NnrW Yummy a Yemw a Thermo-Tru Fiber -Classic and SllelogPrtar Prenoet O•tcrlaean Canh.et Eeniratbn Nwnial 8&A73588quotNm•IrtpedaquoL Gplaalle 12/3V2012 ooea Nr RNa No Ives Yes Rackelam No NIA < 8H5500 as Leal n,poe, �e Van+A S"I. H,n Wild- 37r�202 ;, y Yet v<y t=JA ri +=a Fir crld Fler� Frxrle 73 6:' InsublM fJess 0?It6^@^-4 BM Yes No .C+�-55 -W-55R 1 565 RM1f ?3. 771nsu4n1,d Gal 04G7217,'3 Ha Y. No -all'so = . 0 L,_ Composts Edge Frtimilms; Single Dopy ♦ V O (Insnwg10t1WArg, X configuration) No Yes Nb WA 0 2 b Tama-Tru FWr-Chaco and 9nnolh-Star hRmlrwl BaN9R8 BgAvL;Npa-Inpala6gaq( Opaque 12/ V1022 Camporets EdgeFiberglesa Sin to Dow wd1 - ^+ ^' VJ L siP,ak(.(u pnsw.� o ta.,tg; x$. OX or OXO u) W L 3 O. T herara•T1t F bar Lkasb and S!nmth-Star Morainal SAINW,8 dqudKNwH,RpetlBquat Opaque 42GIJ20'22 No Yes No WA :E O 40 0— Fiberglass Cofr,rr t Edge one bie poor Wth or \) �' � without Scatter (IneninglOuPwArrg. XX w 0]000 _ oonRgt'aanw 4 d Thelmo-Tru Fier-Ciessic and Sfla>oth-Star Nwnial 7&M..0 SMIO(tibe,-Ierpeolaqu0[ Climate 1213112M No Yea No WA Complete, Edge Fibarglass Single Door c rnermo-T:e r-leer-Gumaw one s„x w,-�(sr (I runamglOutswe g: X owngl mbal) n1h,mnle+7aw ,,0 ey.rtNon-ImF,•dagaoc Op.q.rn IM11=2 Nn Composed Edge Flbengim Single Dow with Social 8riswnngrOultaging; XO. OX or OXO owVgLaaha,3 i Theme -nu Fes -Classic end snlorter-Sic Paomnal esanus:o aquotNw!-Impad6gLa>x opaque t2tstr2G22 rm Y� Np NrA Florida De rtmerl of Business & Professional Regulation Pa � P,-,., g, Florida Department of Business & Professional Regulation i'x 9u ! , d, >r Floridae Depar6nant of Business & Professional ReBu(adon Per 1,r1 ConPosile Edge Flberglaea Single Dow nq Builds_ Codes and Standards '1g 1 i Binding (.likes a no Site regards I rvatz: Buadirg Codes and Stands Ids tam, Qap,a,+a'OMle eO. Xomtoumb n) 7 a, Thairrs Tyr Fiber Ci.tek and gn.xrn Sfa NW al reYs" aquatNwi Imps %qe ok Optgw /YJ1/J021 Gornpositr Edge Flbagklw9inyk DooreutlP f/t Ya No WA Product Approval Application Detail Product Approval Application Detail PfOOUCI ApproM Appacetlon Detal S+dNca.�.$).(1nsalingAOLawving; XCY. OX a OXO - _ ...' —� ..'. ••. •. '., •. •.' „— v h TheiifATTru Fros.-Cw45ie and Srlv0Vr9ar Nora" 04#30•041gwruh_•I mP-I&WIt, Opaque ,2131/2(Z2 No Yes W NIA UAKH&s°w,5wase _ Compdete Ed" Fiberglass Double Door aeh w Slat QIU QfaEmam 11Y Sddii 1:glLgL a'/t am RSLE = 20 loll -:_ - aall" -: - -;- =➢m ==RoLamanglee _. Wanlalwafts 1pnwwowowg;xxOroxx0 31a y2rikohn ma,,dmdGf. came Engineer &Lateral YMN&9& Validated jilladild Fic Awri Am,d t3 IEgF Vmllk Mgmew.- Correct Fnda.aBLkamr V&&Aed Via Val Subarined FacAmfgmd Apag,1¢l 00nEjMebona) Blm lrt d i9NEW ZWAMMJ Aaww d !ems 9 i The rnit-Tru rOm.Coset and S'MdM.4sr MDmns' B& $&qupUplplrimpod8glq[ Gwaad 2?d31/i02i No Y- No NIA 4m ion 2020 PGT Industries; JMS Ro cul lel IAa if- aide BCCO- CER Aft -NO OCCO - VAL 1, 05P.t2i1 11 Ail IIII ithl kl frprnr d Revesian ?DN W vWdors *.a Gent Brats tiolve, Luis R ton— PE Steno, W Ur cn- P€ ?rlAW2L>:'.D '.6g612D2G IWIW2020 1711&2026 APP—.d Arlington 2020 PGTprrNWYFa Jaas Facsimiles Mantoba KCD- CaR kOW4-Dbft WCO- VAL 1IM020 11006=28 lint/4iO3D App(p,Wd rfJnnocaIM EdQP Alerglats Single Door cwgerytw.ao.. (ael),601 p (74a)3152Un c-°Miry: ­ (1`17)3�-33W 7, a,. Asia G°\pay: (700)3111•17N Ile -. XcoloairmOn) aal6Cthgarn Freed rNMKQp9findj4oMSC sbG,4F'r. lake- auangerQmnedclvn albe~rr. Mriris ,d088iISMQpganalwln6 10 1 Therniul Few -Classic and 9madn.5tar Nonthal W-Wa aQugLNon-Imppd&quct; GWW 1213112022 No Yes No NJA novena nN mw! Crmaatten Rare a Uang an Coe-pRanaa gaalot Enkaaal Raw ton a Caupsara M.Mee_ Carleaetla tat a us" ash Conpcou Ed" Fboglaw single Door Win F,adM Proal—d Arahlbeet as Uevlsed n«da skmwsj on"d lggxftw g; X0. Ox a OXO F6SM3.Rzr Rodeos P:d—enal Engknen Ideal-ft" Praeacce confoomorrs) Am,otad ftr Ua 11 ItThee -Tru Flaarlwc N hend SaneAaw Ncen-1 BaA'da:88got:N�Im uwPttaBeguot, OWM t:u}tY,A�Q2 P.F> Yrs No NJA NMKL MOM 1J11S53.R5 Roduas gmditAmam AgaingLiz(ha balammLtam mom 219M Composite, Edge Fhaglea Double Doan even or $laf Product modiL Muslim or large farriducill corned FrmlnrisnDre in HVHt oueda7 LM9 9tflMrd Pm- isa! Comm am"lmar• In HVN ; claim Kill 6tf ew P�m ingnoul SidoWAS(IritaArgrOtiae4ng, XX or OXXO 8 IM10I(Large 1011h4le Incest VnA clued NAnda. Ori36R075 'Yes Y'es Yes ILIA Araaprerafa use Attracted it, the iMarietta Dim 1 MMeor,S la AM Does MtlYMirrorrs ALIalIteIO LUaae 09128R02r Yes Yes Yes WA 12 erm LThA-Tru Few.-Gsaic and Sneuor.SU, configurations) N-17aOWD aqua[,NoolmpttmigwL okirea! 12MIrZOY2 Id: Y» N. NIA a1nG P,>yaud Mrdr Mmhr a fk= 2 s7$a Product DgralenL.n n vaanl At"gm Yautri 12Y31,20C4 inWVHZ Na vie ll ligand v,a � WA Cempdrite Edge Flbwohm Single Door waigbsikvwq;. X c«vmulabon) 13 m. TAama-Tru Fe -Civic and Srriodh-Q.r Norneal78*3Q.-0&quottlun-Impaaseuit Gained 1213912(YS2 hao Yes No WA Canpoul! Edge Fiberglas► Singls Door wdh Sadlite(.) (1mWtg101 h.": )m. OX or 0X0 csmfigaaboa) 14 in Mongrel 88103g:D aquotNon-Impmaq(sit Glazed 12al R022 Flo Yes No N1A iamposite Edge Flbnglast Singk Door tun tatapC tanieg x mdietraeon) 15 a Th.—T. Fibef-Ciearlc and Snacuth-Stier Nwntgl 84N341.0 &quotNon-Impa.WquoC Glazed 121911:= PJo Yes NO NIA Cnmpeuw Edge Fibmsllaei Single LMr wth Sidell ill (Ierse rgnDudwna. XO OX ex OXO Pa of Business & Professional Regulation Florida Department Re Psya 1 d; Fonda Department of Business & Professional Regulation ropy 2at2 Florida Departindi of Business It Professional Regulation Paq.1 d a 1$ P Ttr@ r TN Frog-cummuc end SnrDoth-gar WnVAMUon$) Nomrnl Gland 12i31f2022 No in No NIA Building Codes are Standards Building Codes and Standards 1a,arml Building Codes and Standards 16nm1 Canpc atle EggM nblegraoa mime Dot tea: or *AtOA Seders pmwagtOutsAang', XX or QXKO Product Approval Application Detail Product Approval Application DetailProduct Approval Application Detail configurations) 17 0. ThernFTnt Fiber-C►ssic and Snaootll•8br Nomseal 8&e3gt}&quotHkaM1rmpad&gwt Opaque 1213lr2022 f1b Yes iota NIA rian i277.n5{'—Y" -; le Door Al Transom (610n.8&gUot4wi�m8quct tkXn) 8 .a131azdia -... - - .. _ 18 r. Tacma•Tru Fibsr•Clrlaie and SrtlootMSLr Malian B&Ir$g.$ &qulOCFbM1lmpacd&gLrt: Opaque t2fd1Fi022 lee Yes NP N'R &49! MAX0 Aaf Doe NW 2st 38Y4.� p=t +� �' Paraa 291 i:ao< J� area l7aa I2 1&Y Ownpds leer Edge Fiberglass Single Darr reth xYda Ylol98 1:mvai YadaW Br Yalganal fKAolimem 8eaa@l t�AV3 rvo• Va,s:w, �'-"=-1r. �(ryj e'..r�.sa#tir.na• rig , (� FRC Amrowl Eaa(g10t $FIPb 1.ygt yirslat Wntescarr fdelia 1G@OIM9.a1 7altlatl aaa@l ! 9drde(� midi Transom (irswingl0u,saan3; OY%O O)Ox or 000)V3 wmhw allot) %.visa. 2DX Ja n.9 Hags! asking Pni4ecta inc. Cn,W circles V, AAd— Ten Juhn SaMyld. F E. 01,e5r24:1 1:Y14+1021 01AVTOY'i ding F8C Appl Rni—, <-.. Are I e 1110 TSanpsm I.ynace-, F. Seunill F E Rya d Icnp F' E rzrl s 21 WMIO lt7t ORr, 021 p4.h2.K171 Atprwsd RaNsioro :'020 GAF aucnitl Etleh Raoxt Naaintn John W Ma¢eNd,, PE 0&^Q✓2D20 OrR172g20 10p22820 12/18[2g20 i1lialE ° 19 a. The,r1M-Tee Freer Case and Sln-mh-oar Ntaallnai S&I 86quc[Ngn•ImpacEBquor• Cpa glue 1nnii2022 No Yes W WA repay: rat)a rvrl, loon, a+ies+6 vFa,aaz is;a-=_N512+26 ca.ouey! c.,,l iv.IP. ,3;o)5_�rx,a PE-4Wk :a, 1, -IT -us55 riAWat 614ere - r&00t00 (ra4) TT2til22e Composts Edge Fbeegla w Single Door -th aWCafagote" 9rdng eAed d'ercksQj°me curd Z bCiepce, vYrrs nh�rmce0ri e:a.tle ccm ry' Shapes ,eRirlQpr.am Sddde(s) Q.-n, an0glatsanng', XC. OX a OXO Compliance so hod £'rauall. Regal tam a non, p C-®llama um am: EWumea Repot abm a Canbal oua Head And Sill emhgunigma l Francis Registered Arkinnaet or. Lacnvd Fines t ore Llc<nxd Fl.60. creedal Registered .4ds[p tar a L gal Filings 20 tThemtA-Tru Fber-Classic and SRCgawSlar Normal garl3liOBgIPOt,Npn-I,njgCW.quot opaque 1Z13112OZ2 No Yes No WA Prorevknd £ngk+ea ^rctultnel En@npr PrarpabeY Fsgnar' Composite Edge Fiberglass Single Door with S+deka(s) (ln:vr,pl0ubrileep, XD. OX or OXO F Last 902411 hodm Goehnuota Ruing .vrd Fill our iRwetrir%c) A�paldfa4 Usa ARsayed id Ua. l� 1�1 guar A.—aRe Anerdred for Use Ashi—rhd la tea knkm OL 6 ggg� ) tgm 21 u. iherrrgvl°Trt Fibn.GLuak! and SnmiYn.Star AfweelaY Gr 1 &rpao GIrW / 13172022 No Yes FJ() NIA sea► hedusl Maki. pumba a loco 1110*Kt DauNbllon call dot,ala, Doe n. Q511" NYMS Lt9rbtat presstn s.A. MCUiel Model Mrnlba or Haile Prndi� One.0g I Ctrltraa aeplydion Data an HYHZ aArb KOM ReiMaY Pe.aure $L4R hacked Yode<Mgbr a Ibaaie In NNi2 g )� Edge What Ingle D m M CtdowseEdge Ft)dg1Aa Single Xa±wa, SltldbO(ra (irmL.MlyOutsks+tirg'. xD, OX a OXO Casrpana L.9 1°,M1g 4Pxs+lemma IMP acting 12°31a102 Yd Yn� N.rA WA t . sm<t:ZTBqupT SMY Vem or Will Vrht .icie 12312V21 146 Y<s ado WA, CAPAahstt RadBMrypes Frt,wgsa relabatl Soh. Irian-bd.lat anti 1171a2022 No Yes MIA WA uretr1tOYa rteme and fall�rnguraaagS7 . Nrai-egark Lap Inti�.y 46sFr m-nl 1•p siA-y tyJ17JOa2 `/w V li.rA WA ,. L , ur All.nc. T..a a-^.ml 1-1 w "tam vvlyl Sde 1 2131:20i3 Fb ear W HiA -riehng- wNrrwri NuaM 22 v Therms -Try Fbe,Cla3manciSm=hMSaf Nwnial$M39.0 egga,Ot,Na1-Imsaq&quot. GkLed 12191(2022 No Yea No WA - $Ma. Grenwer+Pntilon BesGydsa}o Sd".n/ Y", aWIN Vial/ 5cre i l3i.r'-W", Na Yea W MIA Composite Edge Fibmil aw Single Dow with Scrs! Vanl o, gdrd'A" 9da i 2131 M.,3 Na 'nos Ne N/A SldaNW.) 01%,* CuasWg; XO, OX a OXO e Aid. L-hrla GatA,p„d: 5o1FA V.nlw 8,c,d 4lhyf Sofa 12,01,dD^3 He Yes N. NIA Cwrbmwru Head and SAW oWglrabaa) �. ! to. &I;mow span ,yid s.an V.-C, a Scud'V" a;a 12t1, n_v2a 1ae Ye° N. &'A 23 w Thernia-TW FiberL4yeleand SrnogahStar NwcInA18&N�8 &quothlon-lmpec6Rg1�, Opaque 1213112022 No Yes NO WA - - Compgatte Edge Fiberglass Coon ParrMswish valued SdalWs) (inaa+ngrOutseetg: XX XXXce XX)(X wri tpYnAOn ,) 24 x ThernlaTru Fiber -Classic and Snpnth-Star nominal 89e39,08gtrd:Flwn-Inpect&qup[, Opaque 12nV2022 No Yoe etc WA Composts, Edge Flte(glase Dow Palele tin Varied &dvkoll (i--gtOuaiv 4sr, X)k )OO(a, }COO( co,figuneons) 25 y Thertro-Tru Freer Llasslc and Smooth -Star Npmlal ssxm:s &gaioSNdn-irrpeePagtret G)Wsd 12131P_022 NO Yas No WA Composite Edge FibetgMM pow PauNt Wen Vented Soui lintvoulmear% X)( )004 a > ,'o X Florida Department of Business & Professional Regtdkon wg° ! a : Florida Departmarr- of Business & Professional Regulation Pngt 1 d, Fonda 00"rbmrt of Business & Professional Regulation cpnfguraeons) Building Codes ara t Standards "' , BullriStandards ng Codes and Staards I.N202, litildinpCadMandStalttstafM rermrl 28 z.ThenniiFberClasshcand Smoott.Star Montreal Glared IMV2022 No Yes rde NIA co POWO Edge Flbagtam oow Panda win Vented Sloaagy pnswmyotawng; XX XXXor XXXX Product Approval Application Detail Product Approval AppBcallon Detail Product Approval Application Datag 1mRgurabons) - 27 ea Thane-Tfu Frhar-Classic and S,n'x1 i-Star Nominal 650139.88AN,c[Nor-I,rpaaMquOt Geared 12fn1/2C-- No Yes NO WA CiurrLpade Edge Fiberglass SingleDow with W3R;O a l "Atif Mail, VON"'.� i Sigralitil _. ,,: - � i �„ �,', .e.,... :: _- �. .... ErtsarngnOeRAailg, s2ft )i�.a gas 291 Ore Preram Ras C� ErIE •r w a" C[r DAV MWrna �Lt S4!! �3L � 911111 Dab PMCKM Do 28 zb. rinerma-Tw F,oar-CTewkand Sfr OM-Stor Sam ;BagawLPdwrdmp9q&giw[Overkill 12131r2022 No Yes No WA hga YAI— ESL Endr,.aaucae.r Yma,Laed rev yip( FRO Amrowi Ogag-d gAbL yyga V.=�n, ea rr�.�rw � Ereu..rs;6wu killasna. MIN" dam fic Aaoovr aeaam slit, fly lwrrm tW+rdecWrg rode e.ael.r atlerw wleread v.adr.a albnubd Foe Aeaaavr mule BbYn CoYam�pt.J..h. Edge FR+gglaa Daubla noun vAh rare., — 2020 TAMMO Bulging PrWud9 LLC Kann Edar RoW NknrMn soil n'rr. h'reeLa4ef1, PE 1004202a1 OURA20:10 10117010 12n S=Xl AW.-J R­a7 '� t' r!rdmp56' c au.ihUnpaon Aehderrurr, Tory Chusteal zi,, y R Prase street, M Irlih, PE 09rt 717020 0yr1a2o2O 09 212320 12"yWX APrydwd Rearm 2020 Freaks Yea tissues lot Clark Jake Jrea L BelgiumP E.Q Sewn V Una PE olia" ID20 Oar2°4=20 10.00a202D 1MGM20 A"noued ?KJ#*.,0 Southeast, .gleamy: Remng 141711 ,6644 PE-W166 1S51)77=fi2-'4 -­G IVe lrta-3-:]n nM_r 11 ,?,t) Ir4lc4 co-e y: Raping M.;, 76-04W CaUCR irpir.ning ,I,7)Srt2a34 29 There-Tru F,ba-ClaWc and$mtres-Star ppf)hgiaralpn) NwriilliXl8gsgktbn4npedBpgt Gamble /13U2X No Yd$ Igo WA 3nCAMgoK UaeMarNa _ Cav0YRWAIV', tar Tom°aswn gO aJ,Cagogc RoolnpACn—isthat Ma dartQMrc,lgcom PE-71242 Curti E Fsho inn Sing* Dtar wan ]&e .D Want dal 9 9 CaPptle Omhot EWerotim Report tam g RbTrautgow. Rmtnc AeoP9�nsi: briar Me -.� - I of!ne Rm/n S�afem r��ki Pa, 9) Ponder Rpiin Catlett g ayrem £,.A.i Tram. Slldae(9) 4ns+w ulave(rg; Xo. OX a pXo me44e R ne.d.m.rr. ,.,.�,.. m..b. p�.e e, Rahaalmel EnpinaaCuIcu _ Rsanssa RoM* Rselaallod: ir.cia A lgxriadFkrae a Lgens OCT 30 zd.Tleara•Try Fbrr-G7ealic and Srldoli-SYu twdgurbbona)) planhal 8&e�UdqulR:NorHlmpag8qud: Grazed 1713iti0.R2 N0 Yes No NIA RegiG�tl Ariadrat Yr a aide PrdaelmN "rear Con E Fiberglass Double Door War PCt,le � bets i.iI F1rr§•:sIC"r Enw." lLt21Ei42R.Wda 3&*W;O sideMes paldng+Oukreng; OXXO Qaffibv A­—A,,,,,dfau.• Aewewd tar Use )mead g.M., Fl Dr.6-R3?fW,as ow"urabon) { Rodrrcf Modal. Manta aMwe In HVIRZ OrrUida liVH2 le"mdd Amo�v,Matdab iron AppartrywOl�w taltiet mom 31 za.Thelma-TN F)ber•Ciasalc and Slmoml.S7ar Namhal 7lt$3g,0 aqu0hf:lk)n-ImpadBgLYf, Shoka 12ZIQD22 No Yes nip NIA Aabfgyad IN Us° Ancroand ra the IM&I � gamer atLmpM� (Use SKMComposite Edge Grazed Flbetgliva 9again I TAMKOfloor Lifti"ymrNs(10642) Radund..Vreme.laruse nFQC: HVld2 0"r'i l Yea tic. WA NAM, Ria-r RmpaMeed. +ringer +*.ILoOmLOnGUMaall" gwaklimm Resident l'r 3-BCD qu�'. 4MAeed: arm f""flll IrcoaPl molMg �a uuA Door with or xproul 18R34:2 Sidelia(O t 7APM:4 FlatT Q%fib W dig! VerP, ale, Bone fa re 26 gL tied fpD/ rtldaila mite aaae 09,0012Q6 Yet Yes WA Rom 0.02V Alunnuen aerra..AnplOsemtieq. X CDC XO or OXO ecr bo tonal) 2 TAMKO Rod r.rigtrayiiaeM±M011 eisHy RelAundaipnreH ra w. h Fe: n .%Q O&TIDe2 3 Na leas N. WA 2 TAAesp Llouaeneide Yta 20 lit CBfOBQffaA M. Yes MIA MIA t0s52S Arlagn hoe, 3 TA-k 0 011.Rfd or Rod veer nab Bane 26 Q& earn roe rcrilashor elm lmtgrmard bate 09"(202(1 Yes, Yes NIA WA 4 IAr Y,'O Hound 10p 011 Hg. Venal+aim Bales, W rna 2e gt sat; rid evineYHa Who Coon 0,0MR11213 Yea Yas N)A FWA Virtual R view Assist, Plans Review c impleted and for compliance wi h the 2020 FB by Debra nne Klahr PX2 Florida Department of Business & Professional Regulation P." 1 it, Fonda Depertrnent of Business & Professional Regulation Petri eel Florida Department of Business & Professional Regulation Par I al Florida Department of Business and Professional Regulation Building Codes and Standards Ir/W21 Building Codes and Standards 1rrA21 Building Codes and Standards I232022 Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail i4e]ducl Approval Application DetaR PtofMlet Approved Apptll:ttlon Dotal fit fora �m tt f i area go 29 Prided ) FBCPo ararai >aai �iffir boat ittalc Menu! _ art anal )Z"2wam FOCAmrwal go A coda T)o Early Engirt a T Dew oxv DOOR PWNNM lame l idated Fee Approval FL1M625i1R31 Re+ltian 2020 1—— Ke4rna ,sal ,tonnes L. euekia, P.E. 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Gasp narXA M4dfm: Evruatm Repay fir— a r.,— Finn -EAMY Cometlaillpd Mldbed. Evarudpn Report from a Flwda RegoomdAmhtbdda Liconaed Fiords CallegoRobert PIEAwrAval Roofing Sg5423a1330S n�per�pDHpiass.cwn mnen F1<*xi Registered Architect a a Lkm acid nakdo FLeIL'LAU4I22110a Prdeasional En aer 9r SubCalry: Su FE--56166 (9yt) 772 [322d (954)Knez7icn, 22 11 pnermeinrd Engineer FutBotadu Products hadayntery: urxlerlavrlwllts Aetr.adtau a Aaaraatd rtr line Asserted - lEfQMS pal Compliance Method; Ova6y Aalraec! Ann wi ld U.\ AWLMMdTdr AR Dare � P: aratc) MndiL Marina tr NYa 5 ­hhey- Sha=a. Slate, Caniry gene, Spit C1d englin AAdL� 6eu�Mm CAfib-rd Emlerron Darn Flo! Prdrk - DCMY CO 1.13l)=0 R H{Z gee fW Vas jai N(A 1;1A a�i geag0r Metld. Number g Nama cutlet Auunata Peed BC( ONKW V M Cgrsbaut Eamlri*on Dare Aaamn for UN P� outside HVHZ Evaluation Report from Lila in HV W artu" Hvnz Blyg� n serer camp L*ssn 1 N Gage Gd.an zed Steel 9b rm FaalaAiVH2 Corrugated Steel Sonar Paection d 12F31i1(Y22 Yes, Yea Yee NIA Florida Reg stored 1 Deck -Air 1'DAJ ar TRI-Bud Daek-A, DAd L—PreNe pr PIaYrc Rod 4Mi 1^jigrtvs �ctedtne No Yes 1* .974ir4?y 97 SIYdnY Fla?�:.7Ma. sfi1eke bae'.p;sr4o Snake FaI Pr[Ak-6tal CA iJStl2f :[i Nn Yoe NIA WA nd by ed cks40oed hu ripens prw � Architect a Me untn,ay MtamMle pyrwd Deck 1e Sa.m) 6U0 Ski e, blieie Lr Sale Shake 15 ..deny 70p BAAi., Sloe bast-p. Spin Bh.ke Fa, r—t[le, Rialk. CA n312(nli� Fa! 1'EaAk - Blerkfx. CA _O r20 0 N. Yes N. Yes NIA MIA WA N/A 2 24 [; Gahanued Steel r91dm PandMt4HVP4' Gale ized 9 C GaMo Steel slice Palfeb yenned 12/31P2fR2 0 lsie rb Yea Yes N7A ffa�VeiiiiW/`/777 sionnsed Fonda Professional Foo Engineer 20 cant' /co - f ri. area Aasnp: d She.. 21 Ta.M. 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Yes NAA IUA 5 wrytrhaeuar Rlm Board Ll'Iade+r, d Strand Brd 114 aavd 0313,�3 f,kf Yea WAN. W TL20. hi 20 V. Was cainoNw pales 1=14eua2 Ys. Y.. NIA rVA March 15, 2022 PA 1,1 mas 18 2022 iproved 7th Edition 00 \14 MIAM SUAW-DADECaUNT r FRODUCTCONTROL SECTION l lM SW 26 Strw Rog ?4S DEPART EYTOF RECUiATORYA..ND EGo&N0WC RESOURCES XM) 1dons F1or1m 33175-2474 ROARDA4MCODE ADIALUMTRATIONDIVISI+O.�i T(nd)315-1590 FCOM315-259f :NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drivt, North Venice. FL 34275 Scon: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been retiesred and accepted by Miami -Dade County RER -Product Control Section to be used in Nfiami Dade County and other areas where alitnt ed by the Authority liaviaghuisdict t (Alu). This NOA shall not be valid ai3er the expration date stated below. The Miami -Dade County Product Control Section ('In Miami Dade County) an&orthe AHJ (in areas other than.Miami Dade County) reserve the right to have this product or maseriad tested fm qualityawxnwepulpows. If this product or material fails to pedonn in the accepted manner, the manuiactur er will incur the expense of such testing and the AHJ may immediately rev once. wo dify. . o r suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deterntned by hiiams-Dade County Product Control Section that this product or material fails to meet the requirements o f the applicable building code - This product is approved as described herein and has been designed to comply with the Florida Building Code. including the High VelocityHurticatte Zane_ DESC Rimo!K: Series''S570t2770" Vinyl Slitting Glass Door (Reinforced) w,'n•o 90e & 130 corners-LA11. ?iPPRON _AL DOCUMN- : Drawing No . 3,ID-5570.0 Rev B. titled •'Vakyl Sliding Glass Door NOA (LNPNP . shem l through 21 of 21. prepared by manufacturer. dated I OrO5,15 and last rtw'ised on 02,-V L 21. signed and sealed by A. Lym Miller. P.E.. gearing the IN iami-Dade County Product Contrail Rei lion stamp with the Notice of Acceptance number and expiration date by theMiami-Dade County Product Control Section. 1IISSILE 11 ACT Kk G: LarV and Srmll Msilt Iistpatt Resistant Limitations: 1. See table 1 (sheetZ) and table ? (sheet§) for applicable SGD unit saes. design pressures, reidmements types - glass types. sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in l l thru 16- 2 , R to Mite PVC. Tan (',ion -white) Rigid PVC and Brown. coated (Painted or tazynmated) a hits Rigid PVC to be labeled per ref.erencedNOA's requireneats. 3. Egress s operable doors must comply with min clear width or height per FBC requiremetit as applicable. 4. Pocket walls under separate approval. to be retievmd by Buiwi official LABELING: Each unit shall bear a pemranent label with the ma ndaauver's name or logo, city, state and series and following statement. "Miami -Dade County Product Control Approved"_ noted herein RE:"►'1 %*AL, of thisNOA shall be considered after a renrival application has been filedand there has been no change in the applicable building code negatively aftecting the performance of this product. TERA M ION of this NOA will occur after the expiration date or if thete has been a revision or change in the, materials, use, and'or ms aufac truce of the product or process.'Mism of this NOA as an eudoraeme t of any product, for sales. a(s•rrtising or any otherpurposees shall automatically terminate this NOA. Failure to comply with any section of this NOA shard be cause for termination and removal ofNOA. A►DAERTISEMEN? The NOAnumber preceded by the words Mialmi-Dade County. Florida, and followed bydle expiration date may be displayed in advertising likTatute. If any portion of the NOA is displayed. then it 3ha11 be done in its entirety. LZ SPECTION: A copy, of this enure NOA shall beprovided to the user by the manufacturer or its diOn tutors and shall be available for inspection at the3ob site at the request of the Building Official. This NOA revises & renews'NOA*20-0429.0g and consists of thispage I and e-Mencepages E- 1. E-2, E-3. E-4. E-5 & E-6 as well as approval document mentioned abme. The submined documentation was reviewed by Ishaq L Chanda. PE. NOA ltia. N-0206A3 r Expiration Date: April 14.:026 Cl� j • frgr� ipproralDsfr.1larch 25.2021 Paso I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED It. Evidence Submitted under previous submittal A. DRAW MS 1. Dra%ring No. MD-5570.0 Rev B. titled'Vinyi Slid Glass Door NOA (I2X1)'*. sheets I through 21 of 21. prepared by manufacturer. dated 10-05,15 and last revised on 04il-1,20. signed and select by A. Lynn Miller P-E. B. TESTS 1. Test reports on. 1) Air Infiltration Test, per FBC. TAS 202-94 2) Utdoma Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC TAS 203 4 along with marled -up drawings and installation diagram. of all PGT Industries, Inc. seprrsen ative units listed below and tested to qulal Dawsil 791 and Dower 983 silicones. prepared by Fenestration Testing Laboratory. Inc_. Test Reports No.: FTL-7897, PGT PW75520 PVC Fixed Window (unit 6 in proposal), dated 09,03114 FTL-20-2107.1. PGT SGD780 Alumintam Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ali= Outswing Casement Window (remit 8 in propose FTL-20- 2107.3, PGT PA 76.10 A Aluniaurn Fixed Window (unit 9 in proposal) and FTL-20-2107.4- PGT PW7+620A Aluminum Fixed Window (unit 10 in proposal) dated OT13 20. all signed and seabed by Idalmis Ortega. P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis- complying with FBC 716 Edition (2020). dated 04: 2120. prepared by manufacturer_ signed and sealed by Anthony L,= Ml1Ler, P_E 2. Glazing c omplies u ith ASYM E 1300-04. -09. -12 and -16. D. QUALITY ASSUILk CE Miami -Dade Department of Regulatory and Economic Resources (RER,). E. 1LATERL4,L CERTIFICATIONS 1. Notice of Acceptance No.19-030:5.02 issued toKw-aray Ametrim Inc. for the "Troslfol& 13traclear. Clear, and Color PLB Glass Interlaiers7_ expiring on 07,0&'?4. 2. 'Notice of Acceptance No.17-080&02 issued toKuraray America. Inc. for their "Sentl3-Glast (Clear and Mike) Glass Interlaym". eq)trmg on 07r0C23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusiom Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 097,30.- 24. 4. Notice of Acceptance No. 19-1106. 11 issued to Vision Extrusions; Limited for their series -VE 1000 Tan 202 and lighter shades (.Non -White) Right Cellular PVC Exterior Extrusions for Windows and Doors-. expiring on I12/'9tl1. Usti I. Chards, P.E. Product Control Unit Supervisor NOA No. 21-02109.03 Expiration Dawt April 14. 2016 Approval Datet hiareh :6.:021 E -4 PGT Industries. Inc. .NOTICE OF AC C'EPT.ANCE: EVIDENCE SLB3IlTTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturers die drawings and sections. (.Submitted under A70A io. 11-0107 04) 2_ Drawing No.1ID-5570.0. titled "Viuvl Sliding Glass Door NOA (Ul)."sheets 1 through 21 of 21. prepares by matnufaentrer. dated 10 05.15. with minion A dated 04;0547. signed and sealed by A. Lynn Miller- P.E_ B. TESTS 1. Test report on 1) Uniform Static Air Pre5sure Test. per FBC. TAS 202-94 -') Large Missile Impact Test per FBC. TAS 201494 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with narked -up drawings and installation diagram of xmvi sliding glass door- prepared by Fenestration Testing Lab. Inc.- Test Report No. FTL 8717. dated 12 OT15_ signed and sealed l y Idalmis Ortega. P. E. (Test report revised on 0215:16 and 0224 116) 2. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Alt' Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-044. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading P,n FBC. TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along with maiiced-up drawings and installation diagram of vinyl sliding glass dt or. Wired by Fenestration Testing Lab, Inc.. Test Report No. FTL 8546. dated I 1 '06.° 15. signed and sealed by Idahvis Ortega. P_ E. (Test report revised on 01 04 16 and 0211•`2016) 3. Test report on I)Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static :Lie Pressure Test. 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) Cychc Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with madwd-up drawings and installation diagram of -vinyl sliding glass door. prepared by Fenestration Testing Lab, Inc._ Test Report No. FTL 8547. dated 110415. sued and seabed by Idalmis Ortega_ P E. (Test report revised on 0215 16) 4. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uuddr l Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294 4) Large Missile hWact Test pef FB(. TAS 20194 5) Cyclic Wind Presaire Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along w ith marked up drawings and installation diagrams of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8548. dated 12:10445, signed and sealed by Idalmis Ortega. P_ E. (Test report revised on 01,`0416 and 02.1146). I.haq L Clianda. P.E. Product Control Unit 5upervi or :'�QA `o.:1-O2.04 03 Expiration Data: April 14,1026 Approval Date: \larch 'f.1021 E -1 CGI Windows and Doors, Inc. NOTICE OF AC C`EPTA_"vC`E: EiiDENCE SL BIUTTED E. _ XTERLAL. CERTIFICATIONS (continue) 5. Quanex Part Bursar Space.Standard complying with ASTAI C 5IS Thermal Conducirvity 0.881 BTU -in.." hr.-ft=-*F, ASTNI F 1'49 W VTR -Pas&. ASTNLI D3995 Ox -get-Pass_ AST2vl F 2190 I.G. Durability -No Fog -Pass. (.Submitted nuder presious NOA .Vo.15-0409 03) 6. Quanex Past Dura complying with ASIhf C518 Thermal Conduvlivnty 221 BIL=-in hr.-ft=-°F. ASTyf F 1249 R'VIR--Pass. -ASTM D 1434 Argon Permeance Pass. ASTIi E 2189 I.G. Durability -Iva Fog., ASTM. E 546 Dew Pant Development -200F in 48 has. (Submited under . 0A No. 15-0409 05). ". Vision F-Vmsions. Ltd. Parts conlphy^ing with PVC .AA.' fA 303-13. Voluntary Specification for Rigid Poln-myl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.AT_X-1 by AA-'NLA Fenestration Exterior Profile Certification Prograni (Subrritlfed cruder A-11.4 A0 1 a- 040-0 05) 8. Vision Extrusions, Ltd. Parts complying with PVC-A.AM4L 303-13. (Snbmhled raider A'O.4 .Ve. 15-0409.05) 9. PVC-AANIA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by kAJkLk Fenestration F-menor Profile Certification Pin 10_ Notice of Acceptance Ito, 18-1217.14 issued to Ezergi Fenestration Solution_ USA. Inc. for their - Tan 3040 & light shade (non -white) White Rigid PVC' Exterior Extrusions for Windows and Doors". expiring on 02""04:21. 11. Notice of Acceptance No, 18-0122.02 issued to Erergi Fenestration Solution_ USA, Inc_ for their series -White Rigid PVC Exterior Extrusions for Windows and Doors expiring on 0,,?8323_ 12. Notice of Acceptance No.. 20-0203.03 issued to Enerai Fes tration Solution. USA. Inc. for their `Bronze & light shade cap coated White Rigid PVC" Exterior Extrusions for "Windows and Doors". expiring on 04-,� 16 *25. F. STATEIM'tiTS 1. Statement letter of conformance to FBC Id, Edition (2020). dated 042" 20. issued by manufacturer. signed and sealed by Anthony Lynn Miller- RE. 2. Statement Letter of no financial interest and of independent. issued by manufacturer. dated 0448,`20. signed and sealed by Anthony Lynn 111itker. P.E. 3. Private Labeling Agreement document between PGT_ dated 03.30:15 and signed by all involved patties. G. OTHERS 1. This NOA r#i*es NOA.# 17-0420.06 (PVT w CGI) and updates to FBC-2020 (7 b Edition). expiring 04.o_l 1,21.. 2. RER Test proposals #19-1155 dated 01.1020 approved by Ishaq I _ C IL mda- P.E. expiring 04 1+21 E -9 hhaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0,'.0;.03 Expiration Date. April 14.2026 Approval Date-. \rare _3, 16'-1 PGT Indtastr ies, Inc. NOTICE OF ACCEPT AY CE: EVIDENCE SIBJIITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Tent. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC TAS 1-0-1-94 along with aurlmd-tip drawings and installation diagraau of vinyl slidum glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 11 f 6.'l i, signed and sealed by Idalmis Ortega. P. E. (Test report revised on 12�04'15 and 0211'16) 6. Test report on I) air Infiltration Test. per FBC. TAS 202-94 2) Uniforlm Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC TAS 202-94. 4) Large Missile Impact Tea per FBC'. TAS 201-94 5) Cyclic Wand Pressure Loading per FBC'. TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test deport No. FTL 8552. dated 1 04 15. signed and sealed by Idalmis Ortega. P. E. (Test report revised on 02.152016) 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 2) Large ?Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC TAS 203-94 along with marked up drawings and installation diagram. ofvinvl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 three A 21). dated l l 19,10. signed and sealed by Jorge A. Canso. P. E. (Subaiiilted under.Y0.4 1o.11- 016' 4.!) S Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 '_) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) W'aier Resistance Test. per FBC. TAS 202-94. 4) Large Missile In4nct Test per FBC TAS 201-94 5) Cyclic Wind Presque Loadingper FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked -tip drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab. Inc_. Test Report Rio_ FTL 6337 (samples A-1 thru A-5). dated 12.06r10. signed and sealed by Jorge A. Canso. P. E. (Saibinined render NOA.Yo.11- 010 ? 09) C. CALCULATIONS 1 _ Anchor verification calculations and structural analysis. complying with FBC-2014. prepared by PGT dated 12:09 y 15and last revised on 0' 15 16. signed and sealed by AnthonyL N iller: P E. (.Subniuled tnrder.Y0 4 ;Vo.15-1210.01). 2. Glazing complies with ASTMS-1300-09. Lhaq 1. Cltanda. Y.E. Product Control Unit supervisor NOA tio. 2I-020F.03 Expiration Date: April 14. 20'.6 Approval Data: March M:02I PGT Industries. Inc. K1s�+Il *0MKOOU42 O-6 U 10. 40+g Will 13LI 1IB141� 3. New Evidence Submitted A. DRA1"ITNGS 1. Drawing No. 1ID-5570.0 Re`-B. titled ­Viny-I Sliding Glass Door NOA (L;Nij'.. sheets 1 through 21 of 21. prepared by manufacturer.'dated 10 05 1 S and lasr revised on 02 012 L signed and sealed by A. Limn Milker, P.E. '1ote� This m-ision consists replacement of same e>:wing installation screw with flat head. B. TESTS 1. '.None. C. CALCULATIONS I. 'None D, QUALITY ASSLCRANCE 1. Miami -Dade Department of Regulatory, and Economic Resources (RER)_ E. 1LXTERLAI. CERTIFICATIONS I Notice of Acceptance No.19-0305.02 issued to Kuraray American, Inc. for their "TrosifollIt Ultraclear, Clear, and Color PZB Glass Interlayers '. expiring on 07.-0824. 2. 'notice of Acceptance No.17-0908.02 issued to Kuraray America. Inc. for their "Seutr•J-Glavt (C:lear and White) Glass Interla`'ers' . expiring on 07 04.23. 3. Notice of AcceptanceNo- 18-1106.10 issued to Vision Extrtisions Limited for their "Brown C oated (Painted or Laminated) White Right PVC' Exterior Extrusions for Windows and Doors". expiring on 0930,24. 4 Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Nor. -White) Rigid Celtular PVC Exterior Emma lions for Windows and Doors" -expiring on 112921. F. STATE3NTS l Statement letter of confomiance to FBC Edirion (2020), dated 02,01:11_ issued by manufacturer. signed and sealed by Anthony Ly n.Miikr. P.E. 2_ Private Labeling Agreement dated 03'0&21 between PGT Industries. Inc. and CGI Windows and Doors Inc_. signed by Dean hi Ruark. P.F.. V.P. Engineering. on behalf of both companies. G. OTHERS 1. This NOA revises & renews NOA.;� 20-0429.0.4 (PLA w CGI). expiring 04:1426. 2. The current associated PLA CGI file #21-0205.01. expiring 04J14, 6. E -6 Ishaq L Chaada. P.E. Product C'oatr'oI Unit suporri;or NOA No. 21-020F.03 Expiration Data: April 14.2026 Approval Data: %larch 2;. 2021 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EN-IDETCE SL1B1iITTED D. QUALIr1 ASS11LL SCE 1. Miantti Dade Department of Regulatory and Economic Resources MU). E. "NIATERLAI. CERTIFICATIONS 1. Notit^e of Acceptance l+io.13-03_S,ld issued to Vision Extrusion Limited for their ' 11 hire Rigid PVC Exterior Extrusions for Windows and Doors". dated 0&4115. expiring on 09.. 30;19. 2. Notice of Acceptance No.16-0920.08 issued to V isson Extrtmon Limited for their 1000 Tan 202 and lighter Shades (?wion-N%1dte) Rigid PVC Exterior Extrusions for Windows and Doors', dated 1'L0&'16. expiring on 12,'2912I_ 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Lisrrited for their "Brown Coated (Painted or Laminated) White Right PVC- Exterior Extrusions for St"endows and Doors*'. dated 09113/15. expiring on 0930i19. 4. Notice of Accepttance No.16-0712.02 issued to ENERGI Fenestration Solutions USA - Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Extet•iror Extrusions for Windows and Doors" dated 09'15il& expiring on 02,04',211. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their 'Bronze and Lighter Shades of Cap Coated Rigid PZ-C' Exterior Extrusions for Windows and Doors" dated 09,I5 16. expiring on 0416i20. 6. Notice of Acceptance No.16-0712.03 imued to ENERGI Fenestration Sohnions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors' dated 08/10117. expiring on 012V18. 7. Test reportsNo(s). 10-002-792(4). 10-06-M0527. 535 753-09. per ASTME-84. ASTh4D1929 2 nd AST D-635_ isstted by EXOVA to Vision Extrusion for cellulosic composite material. 1:Subnilffed under :VOA j-o. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their Sentn•GlasE (Clear and White) Interlaces°'. expiring onOT04:118. 9_ Notice of Acceptance No.16-1117.01 isarcd to Kuraray Amenca, Inc. for their -'Trosifoll Lltraclear. Clear and Color PtB Interlayers_. expiring an 07V819. F. STATE'NENTS L State�ouent letter of conformance with FBC-.I;*Edition (2014) and FBC-60Edltion (2017). issued by manufachmer.. dated 08J1447, signed & sealed by Lynn Miller: P.E. 2. Statement letter of no financial irate mst. dated 0411 & 17. issued by mantafactuorer. sued & sealed by Lynn hater. P.E. 3. Letter of lab compliance, paint of the above test reports. 4. REK Test Proposal No. 17-0387. dated 05,05117. signed by Ishaq C`t.anda. P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series " 5570l2770" Vinyl Sliding Glass Door (Reinforced) - L atl.I.-. aq** on 0444�11. E -3 Ishaq I. ChaN6, F.E. 1 rodoct Control Unit Supervisor ?N'0A'.a.:1-0.106.03 Expiratiom Date: Aprir 14, 20`6 ApproralDstea \larch:9,:021 OCT 18 2022 Virtual Review Assist, Inca Plans Review completed and ap ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 March 15, 2022 N CD e- Cn OL ..-+ U 0 a cu -0 to tZ O - C _ CU _ O CU .0 L o 0 C O L H -0 Q Z W J cn QD E Z U) CB O r` O CL Q Lt. U O L CU CU m O L CU w Q � z J Z Q J rl SHEET NO. PA 1.3 tXA1 rRR A.F.E. . TTLE.IT IR P.fi IT L1 E C 0 INC_ TILLIT TESTING & ENGINEERINO COMPANY PRODUCT -VA.4UATIQN REPORT Glllcco@BOI.DOrn -111. L-N. S:Ii A C A I,!--1&,. MIT IY REPORT NO.: 20-0728.01 DATE: Ju:y 28, 2020 PRODUCT CATEGORY: Shutter PRODUCT SUB -CATEGORY: Storm Pareh PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Coal Proton ProdLicts, LLC. 48CO S.W. 51 Street Davie, Flonda33314 1_, PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System ID # 190C) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verged for compliance in accordance with the 2020 Seventh Edition of file Florida Building Code, and to verify that the product is for fire 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 EVIDENCE SU6MITTED: TLLEBQDUtJBFALUATION DOCUMENT (P-ES2..) Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL": sheets 1 thrL# 26 of 26 prepared by Ti@teco, Inc.: signed and seated by Waiter A. Tillit, Jr., P.E.; dated 07/28!2020. This drawing is an integral part o)(ItpTis Evaluation Report. �,Y" - P, A, T14 "Iti,��� P� 4/l 10-' \10ENs*••.��-, No. 44167 ZD'r •- r(OP10A ,.•"(Z" 1, 3 ti t N.W. 36th Sheet, Suite 305, Miami, Florida 1316II - Phone: (305) 871-1530 - ('I�UOt)CT EY.u,tI�TION REI'Olrl'yAFit 111A72a_Ol A 2.2,SE5T REPORT'S: Large missile impact and fatigue load lesis 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 & T 5 1 Testing, inr.. Reports # sled 08/091 996 6-57 d g, F s 96- 69 d , #9 0 date 09/1811996, #96-T30 dated 009120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04(1611998 and # 2126 dated 10105119913 witnessed by Gilbert Diamond, P.E- and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P F and Henry HEIttem, P E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated Marrh 13, 2009, Signed and sealed by Frank Grate, P.E. 29-STRUCTURAL ENGINEERING CALCULATIONS' On 20 Gage Galvanized Steel Storm Panel for maximum panel langth vs. design wind load, as wail as maximum anther spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tifteco. Inc-, dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. 3. MISSILE IMPACT ROIS'iANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures Maximum pane, length shall be as indicated on sheets 6, 10, 14, 15, 16, 19, 25 and 26 of 26 of Produa Evaluation Document (P,E.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 (P,E.D.), drawing No. 20.176. 5. INS-TALLA7iON . Installation shall be performed strictly in accordance with details indurated on sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product [evaluation Document (P.E-D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14. 16, 25 and 26 of 26. of Product Evaluabon Document (RE.D.), drawing No. 20.176. `� , jk A HTl1uE1AF 4, aN`�� ..:.. �I/T sJ. '.-`-EN.9,'" �� z , `�- -ter ° _ 10.44167 t7 / * . 9r _ i % % STATE OF . I 1y O,E , FLORID ..-. .Afh 0VSlO I. N A4 ��L�'`'N� y"1N1UAW11011lt - ,--....,_... GENERAL I ciYfES: B 11 N CILSE THWT PRECAST &TOW, OR PRECAST '*WItRF PAIM15 Stl Z. i worm W AROS NF AMINO ON 1.e (71111.11LTOR fir,, -OK fiALYlY7rD S'1f32 6-'lilt., PAam OUSTING MAT. ANCIw311S $HALL aE LONG ENOUGH 10 REACH Air SOON STRUCTURE WNPIC AYC1 PANELS, ` STCAM PAWL SIONN CN TIPS PPODWI ,.VAAUAT'ONA DOCUMENT IF E D ) AQ5 NEON 4AWIED FOR CUMPLANCE IN OK40RACE SHALL 9E AS MCNTIONED IN B 1) 00 IN 32) ACCORDANCE WITH THE Z020 (7th ECNPION) OF Tit FLORIDA "LEAN; COSIE'- (C) 1:0....EMSBD&..*W? VAI, SPLCFS 8417,:ce,!t 2.I`' AVII l- ' OFSTM IWW LOADS, STALL BE DETERMINED AS PER SECTION ,620 CE THE AWA MENTIONED COM. - T/.'a TAM':1;:A AICAFOM AS IANNIFFA;11URET BY It 9011I -NC . GWINS SEED AS BICOLORED THE ARRSDICTION WNErTF THESE SWUnLft WXl 9E INSTALL@ AND - j1a_10 PAN IALATE FLAut£ N, AND AAAK;.37ATE PLUS ANCHORS. AS MAt"ACTUREO Br ELLO CONSMICTV� PRO UCTS DR A FOR A OFFECT.71ALM FAC70R Kd-0.6! USWL ASCE 7-10 AND SHALL NDr EXCEED 1NE MAXIMUM TAS 6.) - )/a"• LAG SCREWS PEP. I U5, Ot9 PAESSAM 'Al-3 ..'K."CE, ON }MEETS J I_. 11. I.. 15. 16. 19 a :U - X/ 1.'. . ♦/W WOOD Tel$ . N aSTANDU f P/ - -1 S:CR€,Y, pOl, A YEF-- 71 CC. N ORDER TO YCRa'Y ON, ABDK CON XIEPI IATNAATE DFSHGN WIND LOADS DMRMINED PER ASCE 7-16 C 1) MAWMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SNMLL BE 1 1/2` ANO 2' FOR ELCO PANELM:UC PLUS SEAL BE FIRST REDUCED 70 &S,O. CE51GN WIND LOADS BY MULTIPLYING THEM By D 6 W ORDER TO AND PANELIM I FEMALE ID COL"RE T,4M W/ IAkX (AS,O) %STP? PRESSUPt RATINGS NDKA7'(D DN 5HCETS 7 TWO 12„ 14. 15, k6, 14 & 20 C 21 MNI n.A 'G 1' OF L N7 t Lft' h ' 1 "- Rr) 1NA f:PCE PDAL-7RA VNN AI SCREW, D NE Rl1QD FRAY[ 5 La12 fE 7 EAOfD IN Cul'F'x,R TO fEPM'Y ONT ANCNCALS ON P_n PED AS 7ESTCC WERE NOT OWEA SAESS[U, 4 3394 NEIREISE N N.LOPPort PICNEIRA11ON INTO STUCCO 54k41 RE CONSIFX,'IED HE AS PART OF TREWWD THREADED PENETRATION 57RC!$5 rOR WINO ',DADS wW5_ LT;EO IN THEIR AWlv'GNB FAsrl'NE1RS SPACINGTO 1101AFT HAS AREA OFTCYRMHED N ACCORDANCE •ITIRI NOS. 2EI16 (..3) VINMIUM ED" CA57AW-E OF LAG SCREWS. 000 WOOD SH•aL K AS INDICATED IN li4S ORAMING STCAW PAF(1'S ADEOLACY FOR IMPACT AND waD AEUSTAFCE HAS BEEN vEI IED IN ACCORDANCE WVIN SECTION 1626 Or [ al YAyLy PENETRATION tX WOOD 9USraNG EA1AlL EK 5:8' //1' h20 SCREWS USED SNAL: BE `/2" LONG NNHRJM NE ADUVE IENTOICID, CODE AS PER 4URWGME ENGNEERINC a TE5TNC FIE WPORT'S 96-569. 96-5➢0 a 95-1-SO AND MINIMUMSNA ,1' V W D S6-20 ,USAN 1 WALLS FUCS ATION TESTING LAO W. REPORTS 120M a j212a . AS PROTOE:CILS 145-70i. TAS-20? AND TAS-2D3 tD STUCCO ONST. TAS r703 SfAi TEF 'A8 # SAA11H nORM rd1MR1 j0219.01 -09. AS Pit TAS 201, TAS 2U2 ,MOO C.5) W CASE TOOT PRECAST STONL OR .IIIEOAST O TE PAA& Srth^,.9 OR Wax ! S !R f,011No ON THE EAIS,VIc 1YALa. AFIC, DRP. aHALL 1K LONG EFIOUQHI TD MAC,1 TIC AMRN sPFR TIPIr ODMR SLIEW --CIS. 2 AL ALLNANUM EXTAU5491INS TG RE WI&S-16 AaUY AND rEMPrR. (UNLESS OTOERWISS NOTED) TEE SKET 2 ANOWRACE SHILL BE AS MENTIONED IN C I), C,Y) A C4) 3 AL ALIAAINU3M SKIT META{ USED AT CLOSURES SFM!E ,iI'lE 1TD5-W4 AULON. (0) ANGYIrWM SHA1 RE INSTALLED COLLOW44C ALL OF THE REOOMME'NDAC*S ANO 2PECEIGAMNS OF THE ANC, CIAFS •NNUFACn*tA 4 ALL STEEL SWEET METAL PANELS SHALI ,AYE STRUCTURM DIIAI.`T STEEL ASTM A-653 GRADE YS MIFMI G-60 6 PAWLS MAY ALSO 9E NSTA,LLO NOMAINEA Y POLLDWI INSTALLATION OUAJl5 SNONII ON SECTION 3 INROUGn IC (3NEETS . GALVANIZED STEEL OESIGNATION W/rY- 54 $ aI (AFTER ROLLED). FHRO/OH 6) EXCEPT THAT HEADERS Z & (3) SMALL NO BE US" 5 ALL SCREWS TO BE STAINLESS SIM 3GA OR 316 AM SERIES 09 f(IRRUS,ON RESISTANT COATED GAINDON STEEL AS ttA 4 IT S ALL BE tHE RE5P n OF THE C047RACMR 1D "PI THE S0.MONLSS OF rOt STRLCMW WH INi SWIT2R r TO FX 0. 500re W/ 50 Ia, MID STRENGT+ ANC 90 rw rEw-AE SrREINLTM a SHALL COMPLY W/ ITORIDA BUROND CODE ATTACHFD TO WS'UiE PROM ANILHORACt THIS SKftTER SIAAL ONLY 9f AT1ACHm TO COKAIFFE. BLOCX OR ,A000 FRAME 5E'CM0, Ia 11.3-34 WROAN:x I,. YUL15 IQ NE ASTM h SOd CAI.YAN'ED 5ILLI, MA AS' 304 SERL3 STAINLESS STEEL, MTN 36 6.. NINJRPA Y1DZT SIRENGTH 11 EACH RE" ULAP STORM AWL WH LTNUrHS AMR 8--8 T1tROUGM r2"-4'. AS PER SECTKINS 6, 6- R a 1r0 CND ALTIFANA NES aW. 7 ANirgRS TG WALL StWL ME AS rOLAUVFS % t LOW ON SHEETS s 9 A 12 RESPFLTNELY: SHALL HAVE A LOCIR E AND READILY VISIBLE MAKING VFSTIRII OWI 00 TENANT TZ) SECURE PAW'S'.TF APPLICA&F WE-LOWE" DURKVG PURIMIS Or HUINNCA.E WARNNG (A) ro_rx)„T r� PCILMD I;, j 1; TIM INSTALLATION COW^%CTOR IS TO 5[AL./CAW ALL 4atTTR CDMPOTY7Ai EDGES W.,IGI REWn: N-^,ONTPRgI,S CONTAC wn>- _ T/i • TARCON ANCHM AS MANUFACTURED W ITN BVILDEX, WC tM ,. C' 3192 ,I j THE BUILDING 70 PRCI'ENT WNU/RAW NTgUSTON - ,/: I , T,-FI' c -.."I Iwo_€ . AT MANIr.0-I IS, OCPA.T .NC I— "I.7000 P..,.) - I(. 6 3/.' S011D-SOY ANGNORS. AS DISTI6Bu`KO E' Aµ. RHjIE1 SCRfW, 90Li A. SPEWL•Y '`;, 1^ P T l 1 N P ANY N 3TDIN PANEL INS AIAi'KlN S,W.L COMPLY Attti SACS INDICATED W ws OR WI 4 PLUS &ALtA G AND 20TLtiN: ItGUUfgNS (NNE. Fc-37N?D P..V I ) PROAED Olt TE JURISDICTION 96101E PERMT IS APPLIED T0. - I14-,0 PAK:.LMTE FEMALE E) A PANFIMATE PSIS ACH•OR;, AS MAIIUTACrUR@ R'l ELCO CONa IR(IC.T"i PAC{III 13 (0) TNIS PPODIACI CMALVATICN OOGUMENT 1,P IT 0.) PRET•AR'EO eY Iras "FO,w ER IS C'ENE16t No DOE'S NOT PAEFIIOE WORMAIKRL C", .••1350 P. •) FOR A SITE SPECIFIC PROJECTI,WHERE 71E SITE CON[K'rOAS_ DVAATE ,ROM rA P ESI - ./A'* rr TAp-CRIP ANCCFORS, A5 1W1rACTURED AY rRu- FAST roorom,Ah0N (fc-3690 0s ) I.) �+TTn.c m TO 0C AiSF•a .0 -IC','-IC SLt €LHGN- `y A3E -0 .NSIAI:ATION pG.UUWG ! EE SAFETY CO' Ttui P ,,D A.I) MRRMAI E4�OMfM1 OF TAPa�"N ANK.xIRS INPTD POu91ED CDNCRCYE SHAL 9E 1 3/a'_ 2' FOR PANE{MATE M4 E tLVCO ON TWIS PE.0 PAC DED HE/SHC OCR% NOT GCVLA,E FROM THE COI TICNIS DETAILED ON THIS DOCANENT 0 AND PAEMALTE PLUS AND 1 1/4' FOR V 1AP-GRIP ANCNDRS CDNIS'TRUCADH SAFETY AT STYE IS 1HE CON'RALTOPS RESPONSRN.ITY 4 K-N ] ' 7 CAl a 3Fi.FU -SF' AA,CF10RS 51M,LL 9E EM9f.C10(G 8 INTO •N POURED COAICAETE. TXi r3ArxOME NI INTO . T T RF PI `. 7 / HS PRODUCT LVaLW-WN iTDcuARAI wit C 'CMSIOE -D brl,MdO A ICO EL () SroClXj SKULL BE PER/LITTEIE. 1/4' I-20 SCREWS U5Ep S+L41 RE I I fA?' 4UNC RNNOAAA SIfArIASI STUCCO[%ISr, AO I' WNIMUM FOR WALLS WITH MN STUCCO, AA9 WA. LIC HEAOIC 5!•A'CwS OR AI. TH1$ADED SCRM WJO ft{'AO_ (d) SAE SPECIFIC PROAEC'FS SNAIL BY PREPARED & A rL(FLOA RIOISIEV40 Ef1GNEFP CAN AAt',IIn CC1 -CM *At DIrL.t T,.E gJi w,TI, EANri I'IUN5 CNNGNETII Or' K.AWID IE CLR` fLM try[ PNEMtL All, -V NW, K .-NVIAt "UP Art MO PKA USE OF III. P.EO ErA:WEtN M 1RCCLNTO. AOING AS A DELErA10 FNCNEL-R TC 1-9 A 3) IN CASE THAT PRECAST STONE. PP.ECASI CONCRETE PANELS. PAVERS, STUCCO CA WOOD &CARDS BE FOUND CIk ne Pt 0 EMCNII SNAL VOW TO 7*5 LATTER TIE SITE SPECII Okmms FOR RtVtW EXISTING WALL CIA FAOOR. AC N)W, 5NAL RE LONG FMOUGI• TO REACH THE MAPS $11PL � 9EHWD SUCH PANE_5 ANCHORAGE SHAU_ Fit AS IRK-IONED IN A1) AND A A2) le, TIF PAD S,W,L BEAR THE DATE AND ORIC9dL SEA AND 5GNAAAUNE OF THE PRDfiESSeNA (NONE" OF RECORD THAT PREPARED IT Ie) To 1 UNG COiSCAL E "iL AM"_BiTN_C-2➢ ,. S-u TE -11.n Cr'. LACX. c, INu IN ;, Tftt +r1 A PTASILI v, wau I-11- n] VCIFAI - 1/4- t - Y a w 4 a /d`CONA ANCHORS AS AW111FAClL D V T EllINC RF LGC%. "'T PAWL n A ,. M.' NE. .d+L L `' ..t. tWiH +. i 770991 CX€ F WaOI. 'NG C OROA"7Cr ^x" ON L 8L4.0 COE ONE LABEL. r l -I A r ) -) 7 e• CAIAA N ANCHORS, s MARW AE'TlR1ECI Dl D RI,« FIN. rr.,5 I I I / PAW ( Tx1 S,M i. B PLACED FOR E tr W R C AEtLII K TO xwKv wY1N SECTION 1708 6 2 OF 'HF 1. Ef:AY 3/4' KAIb-SET AAX_'IKFAS. AS pK'rpt9UTED 81 A.i P'O;M Sf3EEM. BOLL # YECw.TI' L4 r,I:yRNM O.v.Olrttc UGI% `A, (HRH ,_,6.0 P• ) iH5 DRAWING SwM.t ONLr BE USED TD III _0 PANLLWTE 'E,W E O AND PANELMATE KUS ANCHORS. AS VMAAFACTUREri W ELCC CONSTRUCTION II,NNI.I� 08TAWA r+ERIIRS N THE STATEOF FiDRgA PRODUCTS (MN.. c.2071 P..0 "A"61I ,M .A:,N A 1144� 1/: r U ann AHc +EPr., A5 ALAr XK NM1LD OY n,u ccRl'nw..,•o., ��(-R 9.1) MRIANN, EMBEDMENT C1 TAPCON AAC*OxC, ELCO PAKI-NAITS AND �`7 T.M•_GRP WV40K NTO THE C�.•' -:\C. FLORIDA OU)LDING CODE (Irigh X9loelir Nur rieo+u ZOnR S-OCK .PITT %KkL ICE 1 1/4' + nXSr� rtll'r9. MC " ' '• _ - 20 GAGE GALVAIrFYEO STEEL StDRM PANEL • 011- ET NO 4 167 - - CA.A-N ! 5Ol.k>-SF.'t ArCIIORS BE EM6E9T>E0 7/6" NrD rsE tM1' pig 9.T) SFYiI CONCRETE 91_EM,M No , I INTO STUCCO SIw1 9E PERWITr0 1/4' 4-20 SCREWS USED SHALL BE 1 1!2' LONG MPWWQI ,,` J S4urcu -• - i-- ', GL08AL PROTECTION PRODUCTS, LLC. "/a"r""- EXIST. AND I- MaAMUM FOR WALLS AI NO STLK:A 2 - I &TAT OE `'' r IL EC0T1ac am stI s 1 It�w I.- 1, ;4"'. /' 'LL:: lr N. r Nr Y.rr.v�H w wAPF IrvAw rx) fn• anT 20-176 - 0* w+ Fn ,M ',i�Aq R_ I. LU�Q••• •. WL/3a0WIJAE1LaTE 1A 900PJ,P:w NA £ n r PE ,., AAaI, p3• RA iA A Y.. _ - - ---- - -- - - ---------- -.� IN TALLATIQN pLTAIL! FOR i3EGQL-AR PAN A L51 J.IAi i INTO EXISTING POURED CONCRETE -ORCONCRETE BLOCK STRUCTURES LTA.fAW1E ANCLq.S A- -M[-- CONCRETE AIV.016 _ I, SWAYS a "RCA" N (WEE SCM®Aai M I C0.0 TT .C'Sil6 _ i Nr,S a n:.oIAP11 a1 \'- --. - Fit - CarK,Y sw ":NEE SC,SDLLL W c-o. - 1 ,+ICnS a 1NRkXlPI al h'.. _;, (SEE 6TMIOVl:�E SIN -'I 1 �,I C�WWiI[RET Ri u O: -..+4 FASTING PCKI 1, I Y\y 3 m P 1*WYaAPs %I ryI - 11 ar 1 v_ A' L T3 1 I DaNGRE-FE REVIILRF-D. II I . IAn.- 1• . ,/+ �o•a/ I r-_'J I/� :. T, 1 ,//.ti- Is 1 .J 1 -f: p/.. !I W. I I _. 1 T ,/,...: I _A' ( , Iyf , --- - r I I -� l CON"I' 1[IAa(D EP I I C7ISTIACPDUI1£D Q E D A# ' I .Am I i (,�sal, -I rig1 ccalcRE1T RE'WnRFx,. _ 1°ni c_ - I /�f).rol a I t I 1 I; �.A I t AIYic .,i AArIi i ![Y I - l; -I-A• ' _ _� 3 I Tom` • � I It I_�•yamI I=•O I Pot I R Iti/ ! MZ 'K,�li I ( t R I �01, I L 1 11p .m >r-+AUIVN ) 33 FIRia IISIIS •J a: H 1 I 1 P WGT P I /- . I-'�IM wI. YlN4r0.� i I `1 ",L' -i i A.Lss . 1 MII-I m 4�S53 I 1 ('�' I NSAa E sAn I - I I N 1 I lit R -: i I I �^� 1 i as.' r I i {///1�L7 : z CC ; `T i u I) V I I 1 i I I IId I 1 11 I { 3'!6, 71 I I I 1 - $$ I E '/ I I I C I Y I 1 I 1.A/A' I ,-, I I A.7n MAI ! $ Li! u7 'IMF, �• ' Ij(1 N 1 ,/I' nt Y.rS,N,6 POURED E D E ' I �s' , y { �, • E0 I I E'%Tr7A,G POUREG f 0 A El c-N �- 'no, 6A0 •C3tKRM OA i Er NIAR If I rod tl EXISt" POURED �_I CCMCIRETE OR +°' CONCRETE RKOCX FEEW" " 0 1 __ t ', La 'AA)E:Ic eL6CA 'd7NCRETE BLocX .TA._' ' 1n'oc )"'' --�'-- IREO'•ARED 12. REAxNREO ' I/2, I au' E I UPET.A: Eo • 1' Mw. _ 1 .•.-gyp 9s 9aCTs - _ Rcou'RED _ S__ BA Cr�j�ry�yI M 4\7 �M�/A T +/.�� 2trs3,y n (bN(IKIE ANCArAS X»r>-__-E.G [1aNrAT'S. I , Sllf •Fr 9(� SOM:REY MRlIl#b d j1{:)/A BMW' .ea-EP ./ cow r... ti O" {ate - o-e INA t' S (9ft SOO).AI t.+ 9H1Ir; a lkr z 1'I S.Cm a 1Hl0,G .) %,RrFTI a T.W,4. P) 54m a "hook" •i ALTERNATE BUILD OUT MOUNTING I I E.D. -EDGE DISTAIhC`E I ME M'ANw i I �'-��,y (,SEE SceEOLLE p4 �,P, �: ALNWArwsaAA I � (-✓ SHEETS 9 a 9) I I i - 'E' iiv' NOI'L IxMrmI:ATxNA a �FcnINVs. •- - i t otp, mu e ' ./s- oC -, W/lllTrNR Tom' a BOtt0E1 Mg1M€trIW;S CAN BE I 8 t0N rFyA COMBINED IN ACT NAY TO SIw:17 ANY 1 I i 0 r A. �/ "I'F �- E ® _._ ,,-p rh :' ... 11C/P a N v ATION \ F , r,_, \ 2.', �CfN`sF- ✓9'" FLORIDA BUILDING CODE (high Yellxl NurTlcanA Zang EXISTNO POURED CONCRETE _VS 2 FfATE .2T]e 1arEro. r. REa1Rm - COK-leLOANDgR$ - - * = 20 GAGE GALVANIZED STEEL STORM PANEL _L: W (EiTS a n,RaA-'r, al ' `9'. v '' i - c3�/mm 11'_ t.1'. _ ' C�08AL PROTECTION PRODUCTS. LLC. ,.n. CEILING A'y'crE",A - _ I�E CO 1Mc _� Aa96 V. 5, STINT ny [ � iA#,.-R E ILWAP; Ww- n. 31]1A 'rRjYIT/ NA •L} - ''`V +fG� ` A. Rn . wr.R9w0En w K UI.Hw-)NA. TAX i93ir A tnl 2D-T76 SCALE 3/8-" hIAA L .... Irev -Mn FA, : Ai1 E - _ ,,�� 7AAa.w '.. NIII -L CF I ,IAIE/Dw C, t1aW7T9 P. W1Hi A M » fBDD3lG'LLYALUAILOhLRErQR Na-_:SM7ai oI ! 6 6SA_,TLRIAL, CHAR M_RISTICS 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 (P.E.D.), drawing No. 20-176. 7. UWTAMONAND iC N TIOW OF USE: 7.1. Shalr Ire sei0y III wrnplldnce 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. Tila, Jr., P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on secton 1620.2 of the Florida Building Code 7.3- Product shall only be installed Into poured concrete, concrete block, and WOW frame structuros. Product Evaluation Report prepared by Walter A. Tillit Jr., PE. (:Florida License No. 44167), President of Tilteuo, Inc. (Florida CA-0006719). IIMI HIi.. IFNFt P`1,,\�P k:.)!EC/l"S. y�Q.'''uCEN3, '- .--3�,s..- Ito.44167 - -- - - t . =* :*'s �. I ��� _', STATE OF .-1r1 y""'. fONAi �NP�-e APf1j11001115%400`r WAAI D:t'nLTECO ADMON RECORDS i P. E. REPORT 20 k GLOBAL PROTECTION, PRODUCTS, LLC I _D C!As_ E CAAL_VAN12F0 61 EEL STORM PANEL' ORVIG+A 40.7761 REPORTIF 20-00n&O1 /1-i L I ECO IN1C. TILLIT TESTING & ENGINEli ING COMPANY w;ILTERA.11LL1". M.!'E. PRODALCI EVALUATION REPO REPORT NO-: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Srutlets 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 tilt AWrI A. PSI,knr):A MtaT "A_L-N. _N06TI9 PURPOSE OF LQN This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E- (Systerl 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 :he 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 affer:t its limitations and conditions 2. EVIDENCE 5EIMITTED; 2.1. PRODUCT _MfALUAT]ON DOCUME1_T LP.E.D.): Drawing No. 20-176, tified -24 GAGE GALVANIZED STEEL STORM PANEL &heels 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tilht, Jr., P.E,: dated 07i27/2020. This drawing is an inte$�,W M II011i'mis Evaluation Report �."N t� I1,1/T, S�P•''�\CONS,,'.`'' _ ~-3d 11167 ' ' STATE OF - - Q - . s 0, ,---.F70R11J1' .• ; N`1 ', f ;' ..... , Q� ems. i 3S5 N.A 36dr Street, Suite305, Miami, Florida 331tIG - Pbunc:(305187l-1�h0Q(({y(3b_(,$#'I-1531 'Ilf..."I". ,10 COMAON TS_FOR_REGULAR &LIFE -SAFETY 'STORM PANNS (SCALE 1/2='il _ '5194• nO1AL W#T)q - _ IS 196- (TOTAL tr[OM) - - - 12 RRP' (CFrecTNC _11n I 6 I/.' - 6,2w, - ' - 1356- - --1 350- - t , - 1350 - `.'.AQ- _ _ I N- 1350' - , 0.036' - IMC. I WO" -- , .350' - ., v . F-- - - I.}OD' 11 , \ % _� - - N ��y- F - - GA_YA. ST[EL '.�' \ ISM A-651 J ,I-w� -W .J � , ",- �a I, .1 MN d'� �. 2r}`. f Gi ANTED SQL �., 2,DD0' T'I'P ry A37H A-65- D , `.,♦ >€ = END - _ T' / �. 2 0.,!- DIMAD� GAIv -- r ,>) 250- lYP Ham() ♦ t { = GRACE 50 vRI.wM r' • `+ '� G 6, GL DETAA A- - (Da arrM yy ILJIETAL A '`ti, \ -- 48.8' e,� J/ Larr. . A �,4a;rN_._ .---___ 1 I.q• Ia-I Ste' -_I_ _ _ - _ - _ - €. a50 - ' sec`= r 1 STOR PANEL r 1 ND 5TORA4 PANEL 21BT' - 7 I, _. ' 750 Yr 2:,a7 /' i P.IR[ S fAO IF - t � ?Do" W a ~ ,-,2. , ,/A'A-Ip, -T25' '250 { ,2B0'�♦I - =H SERIES $1, SCARS I w/ ,Elm" r" N J - 'l!: 100 R. a }��-•-�++'----------------1__L I S. SSERI fI! ® W. SRA RIIEf� .J50• .-scar I ,Alegi-, 1 r = A e ro •Mac - -- _ to 08' r00 I 093' 11 ! _ �----_� f,,' ` - s.sJS O41 x,2s 2Dao' I 5w sEr ai9 939 SOCr ✓ ,...)_ - I`- 1093 'p 0EtA1L �" 0.2sa iJ�� �.'-a is I - W D. IJy � E,NEAfE'D _I 'T€ 1e0_ ,371' , I) J C ,; / I- I !'°" , : ; ,• rLAA , -•' , - 5' Mc, - - $,Soo• - `., SOO— ISOMETRIC VIEW DETAIL A t� L 200o IC 09 -2_DOD I 00,34DE0 CORNER D ENDS Or PANEi 5 � END uP W/ tERNtCD IDLE rut 0 1!__HFADER � rld"_HEAQEg (.) ANGLE 4 ANGLE WITH 'STUD A ANGI E WITH IN' S) ` REVERSE STUD -r f I '/NA a 711. 0.344 -S74 ",P TOP EneE o9a• 3r: _ 750- - 1 .390` OF PAIL -IFNI— - 'W.- - I ,IO• _/'25' r:P_S0 30. rears , - I. , 1 , ' _._1� ' ' S.S STCD MYETiD 70 1 .aJ'E 063- 625' 3I / -3w a I S•i H - ' 27D-.A36- I I- 6aG' I .MOLE a P ,/2' CC I I � 39a` 1 3' A.CI62' f t I , fr- t O6S";i i W , 1 D,5' _ a FDA 093' P. ;` Stub IDEATaw1 At - Q5T' � LW ' I (. R-175- N00'. , , f 625Y 2 O - ) 7Doo- �5 KELHOLE WASHER __- „63 'F' TRACK ANGLE• »: TRACK FLAT PLATED ` - 09.' ] fJ D.O e A :JaIATRt@ STEC -_.L. F - 34 ,1 I ,•0 A, Yl t'Ay Mn )s• LNG �,-- , _ 1T. I. 4 I 11�� I -,-.-, -i �1053 2ryi ''VCENsr'✓'p ' 3»`. j„a 3d's 6.5'. 118. v `-CISP i - No.44t67 =_ * - ♦ ; * = FLORIDA BUILDING CgpE (N: H Y.IocTI Nl,.riaon- 2on.j "Y MICKEL En"oa a i°AnTL STATE ` i t-,-`.2!0' ,2, - a -, F15' 111ED POW; NOT ; ..'�J% t0 4.�' : ��5• `� NYC � II 20 GAGE GALVANIZED STEEL STORM PANEL M_ W © KEY HOL_ ` " • r33 \ _ _ L ______ _ ___._..____ _ _ _ ._ 2.om` 1 - Aj-�A iE y'wAS 1F ,r IL E C O 1EEc GLOBAL PROTECTION I.I.C. °'/'� M%..--vn, .SC r ,; ,AI w/,'Bri "r v` _v" hurt TIN, A".."W., t . I. n .KAc rwxw Tx+. rA.T t-MIN, 20-176 ALUMINUM ANGLE wwADU„vAR W/ AG %TfNA IN, - ,tm; R, ,m • J/a'Pr3/32' NA5IIEN CEtANtF555 - .--_.• ,- _0:X.tla n. NArr -. es•.. RMIAwW Ne I, STrL {R ti£'A€, FgA1TD 4T€TI) WN.ICA . t. t w, aI.e • MIQI t LW » N IN Pt CONj�2E1E I�IDTALLATION DETAILS FeR REC� J11.AR PANELS ti SC_ 16 END CLasuRR DE�TaLs Fri INSTALLATIO� �� INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK. STRUCTURES- am CAA-IN DR FAND,MIE RW4E U CAATACT, ..C.-In /' RF/Rf//A•y1��/� yaJD FOR REGUI.14R. LIFE SOM AND E 2_�I S.[Q 1 PAN��'TM1 PANluMTF FS=JS CV, O AP-CA� I]a fPN6:n4 G„ r # . - SEW- I SEE io,w Lr ON *w a a 9) SMELTS a ,rIR�T' a;J. 9) __.- __ ,- _ M,. A aA II ® , = I II ;��I-"I 7 - IA- lbs. Yw I1P LIIII C POUED 1 E C� ♦ 1 °/ I r :n 1A1 I +rAI`Y 1 NRM 1 ) !% II I 3 • ---- ,.,.-I- ,,Ira I ' ;.0 I I.1 I f,> .. , to 1 ) •+ , L I I I' t _ ,1 >� I 1 i 1 1 I 1 1 E. - - i III I I VIIN:PE C K 1 ' I 1 I T '�...0 CDNCRED, BLOCX I I {! 1 r ! 6 RCWREO. I I5 _-.""_'.'"... _ i 1 I E I t:ASE �(rLa,N) (11P'SA ,_'. .. I M.-.. -- ..,- r : 3. V H-€r-P i - ` •..AT.r Ns � I I I A"t CASE 8 (ELMO I r I ONLRA- a n = 7 i I �`_t4- I aCA f. )/IE-F• �I.ri _. : _ C13 ' I WG I6eel:.. T I I IlAd a,,771 44 I A.:r. I [ I I _ ; ,PA AA w.. ffisN.uv' , I .ir_I� o .I I r i) EI-IAQAAL 3 I !r,Aa 1 0 �` -I I I I I.w-3/Si' i 1 ,'•1- I I >� ne i � .� P,Ig .- , i I z : 2 I/V ox I I r.. A,- m ,.rl ,- - • 1 _I r I ) w, 'wR •mP'NHN EFT-11 i '' c [r[ was. _.. ! i E D 'L� -I "' € I CASE C jPLAN) AwAXE EXsTIMG POURED flp-I I ScAIT ;16.•• CASE D (PLAti) IRn..cD I Crw,CRE1E DA _ SCALE 1716=-_ -7 I CONCRETE vloK_ s _ _ • 1 I Rr:OUIRED _ '/2• aLs�••!S LA6F w CA PNKLM.Y r __ ___ I L- I N M M W A' CC A---, ' FUI n NAG ANELYATI. r„_ I --.c PLUG DR ZAP e,,.P C'ONCRrTE ANC E '41, - w:A".IPAr j (SE[ 9CIIECAAEs (W 9rCETS ■ t>+XU�n .)'° I ,_._.-,,.T.__,:._ vWnS IF A a) BUILD OUT MOUNTING 1 mil?. / SEC 13 7 .a,. oDA+_ _ 1 1 I' awe DISTANCE ._, I _ P.1o, PX _ A.., • ,• 1 !- E.D. rS EDGE OF. *-`/ 0 S.AXSELL.ke]A .I r NCWOOD S ,OYAIKS , 1/9 P1 YTN1G PATE S•*+(ER 4 A i 1 NOTE rCRHEL,OxS818 a 9)JS!'.tLr. SlrrE-r' WIG aw .••A,Es . /X` 116(;'I NUM sU9f , R I' A MT,n N SL: ON5 \_____//__\_____,/­_ ' ALUY. TL9F OR t- . VARIR I I P T n TRAIN IN SPACEA TOP & M " MDU+N- TIG• „AN- OE , 1 FYNIM TRACK I 1 ,I� T:aNeRl=E ANrAAXAs I I I COMBR:EO � AI`! WA" S,� 1wT CASE E (PLANS I , • • "� cut YsEmu ON ..'-' -L__ I INSTALLATION SCALE 1/16-1• '" �--I.- .._.�_. Vent a 4HR01AYI 9) '+AGF C I i (+j i + R c•" C J I 11 r �4R A /l([/jrly -­1 FareS'ITG ROUREO A"". t' G>1N AKags - CCtA_ALTE N I (WE TAA� ,- M:-, coNCRETE Stud €oN.I ar a SrWC A A .I .�-• R[Warri rb.'A-1 I yXiIA SECTION SOW 3 DETAIL FQ8_.rl'AUBGi_JMC R BOTTOM TRACKS ADJACENT TO r1 AAff � i aTY.1, 1,YA__ I1Mai 13A.. PWA*ER .EO,n F=--'• N� '% FLORIDA BUILDWC CODE Ni h Yelucl MuFrl.am Ton.) 1: 44167 -I O IIIE'CO. W. 20 GAGE GALVANIZED STEEL STORM PANEL rA - r_ Two � - N 1 X-X t•) /AE,. S ` - - - •- - _ - ATE t� � P _ ' _ ' - R"a,,' -- GL08AL PROTECTION PRODUCTS, LLC. 3. 'p'.. F `:''A '� f iBLrECOINc.. �� - Y ASS :IKF _ ..Ass r'..NwN.X,a R .I bI, wrr. .YOO-, nMfIIn1 , ime", ,�tra2< I' nNML f4!A1NN r.9 I - (03+Y-Rn! 2D-1 `r6 n 'AINAM, _ - •a. ~qi- IWN .11 'AL AJsaM•,ABI'6v§- CA-rR0(]It .T� n,-AI . ITT 14 RQ15 .F»I -. - - - _ -ter.• n6, 'RpnOC l' YYAr. L A 1.14 t V 1LF'Wiilr fiI 2_422= 2 . TEST REPORTS:_ Largn missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static Toads as per Secbon 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 031111C2 witnessed by William R. Mehner, P.E., Boriz Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida Building C ride Test Rapnrt rrepared by Amere-an TaI Lab of South Florida, Report No. 1123.01.10, dated November 23, 2010, signed and seated by Jullo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc, dated March 13, 2009, sgned 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 December 1 2010 signed and sealed by Jerry Jaclofano. P,E. as per ASTM E-B_ 2,1 STRUM-RAL ENGIKERIN-C CAILCU.lWAIIONS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as vvell 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. Calculators prepared by Tilteco, Inc., dated 12/1 Br16 and 08t27A3 (for this revision). signed and sealed by Walter A Tian, Jr P F 3-_MISSI4E-IMPACT RESISTANCE: Large missile impact under section 1609.1,2 of the Florda Building Code, as par SSTD 12-99 Standard and TAS 201. 4,_WN:D LOADS R _$ISTA-NCE; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 91 101 11, 12 and 17 of 18 of Product Evaluation Document (P E.D ), drawing No. 20.175. Maximum Anr_hor Spacing shall InI as indicated on sheets 5, 9. 10, 11, 13 thru 16 and 18 of 18, of Product Evaluatior Document (P.E.D.). drawing No. 20-175. 2d Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly. as per SSTD 12-99 Standard. \COHSE` ✓I Trn. ,4467 . 2-2,1"I3k'-I * ' * I / S ', STATE F _?Q N�,�,` 'ZORt0�' :-ta````` ''� Ss/0NAl E. Yar1U[ICr EYA A_ IAT[O7 REtQK1 LQ 14:27 ®e2 5, INSTALi,AATiOW Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175 Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.176_ 6. MATERIAL CIIA,6ASETEBISTIC3_AKQSFT FICAMNS,: Shall to strictly in accordance with General Notes and Components incricateo on sheet 1 and 2 of 13, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18. of Product Evaluation Document (P.E.D.), drawing No, 20-175. 7. LIMITATIONS AND CON D0NS 4F USE; 7.1 Shall be, strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc_ and signed and seated by Walter A- Tillit, Jr.. P.E. 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as termed cn 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 orepared by Walter A. Tiflit, Jr.. P.E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). .trDE- a; Trjt/ , * ..., y .ENS - `�� �.�j �' ` �_ 7 , 44TV "z II;ii+:�_ Sir III TII. TFCn ADMOA RF1011115 ', P. E. REPORT.20 k GLG43A1.. P64•'e N Pt}tSd'trCT6. LL+OL QALYAM2ED STEEL STORM PANEL I.DRVPG R2a176lrREvoRrBZr}07n.t�L�,f••..Ar''l(QAt DA ''GG �� ,11,1.S101Y AL tiNC.. 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, tW/10. 2W/10, 3W/10, 41I 6/5 SW/10. 6W/11 k 7w/it D' .w -S. FLIP &L-IY-E,c SCE I3,_• ­ .'n SNCr's a A ! 3' .AnII 'I' MOS ---- - FOR wIDOD SEE SECTICINS ON SHEETS 10 a 11 'I- ANN. -- b a ­ -I A D.M..(Z).�,®*®T - ,- -•- •_ ._ ..- l I I -- ; , -, , + O+O (D -( O I _ I I I -_ T --- I I u 4 i = 1 . _! ,J I - I . . , I ED 6 rA1, _ f �1') ! I , -I 1 A III I I PI I :t,. BOLTED PANELS 'IRJ 1/N-20. )-_ _ _ ix I (SEEUNSLIED ANELS S.S. M.S. BOLT W/ 3/8' X 3/32' I+ (SEE SECTDNS AS - WINGNUTS O EA OVERLAP I APPLICABLE) E) (SEE SECTIONS A5 APPLICABLE) i 1-- Ii - r--,-:I-� ED ' 'I I i I. 4+6 .4--(/Q' . 6or V � 3• MAN, 3' 141y, �, a 7 _ f 4 2 3 4 4 4 5 5 5 1 IH 1° 4Pr - M *1 w 1 w 1 4 w 1 a �� W f0 2 0 3 0 5W/to, 6W/11 & 7w/11 ANCHORS. FOR CONICRETE SEE SCHEDULE ON SHEETS 8 A a FOR WOOD 5FI SECnONS ON SMELTS 10 A I, HULA STORM PANELS ,t, & JA_ELEVATION 2.67' ,/•- R w . - r N (M0&%,%P .1 NHCIE tottfr - ♦N -_ / MAX cry I T 1�l✓ i !7 10 '`.7 ♦♦♦,Pp... J�P.••'� EN ••'9 , FLORIDA BUILDING CODE tF h Velwi Hurricane Zon9 _ NO at416j °" "A"'I"�" 20 GIGE GALVANIZED StEEt 510RM PANEL `P ON,XN ar SECTION N T 5 t . , ; } � A -Ai * .N ATE If'-'�'�_, I' LI L E GLOBAL PROTECTION PRODUCTS, LLC. " a VI / \ ,Aoo s.- 3, S,ACII - TORAH a "...mIPW COIp4F sI W. P.Nr.. AIr OM. 2 01.ORE,: PupL CaalWr-TSA. t9s.pW 20-176 ,,,• IIIIAN.LA .w WRAn-rN ti : t1AN m-rII - DI WPIE - ''A,NKNARDIE/O'.lE FMATpGi- ran n r ^J u tWwta`-' _ .._ ._ - - A.r4 . a _ i1 . INTO EXISTING POUR-FD &ON.CR� 4E eR -CONCRETE BLOCK STRUCTURES _ _ _,"Col, Fca Ca.cartr Sn scle " aN swrr 9 POURED MNCRETE t•ULWO CONCRETE POURED CONCRETE FDA WOOD SEE SECTIONS ON 9dET 12 OR COW-AVE HOCK ON CONCRETE WALk OR CONCRETE BLOCX I• Mo, 2.67' )' M. Mn. RECUR@ cON."RCrt AN "O 51 RiOAAFED REDUWD ODN, • w OIPt aAJLAP - WIPSAE ,MNL'") - tnEE SCIEaA€ - (SEE vE AHc,ot, (su tcE ARIL NM6 _ _ 1. 1, ,a a E6'M - _ SMKET 1) MY SGnFUIkd ON (SR StlQFI.E oN s>rLT .) atTT 93 D.Y, - � I F.---I-. ___. - -- I HC____ �C__ i I I I SO[ E Ill I EO I r �D I t .. i �'"'.V C fpp 1 Po' i � I_ si w.a W/ 1 1. f 1 I. TA•I , ]WINCOPID E i I_ m a' a I hr, m _ I I~,. -.,..III L 7 �1 r A aaAAA a LNT'" • r, a 1-4, + "_! I :.Pn�a r ) e I ,= 0 I . AT a II !� II/,'A-,m 1' I�I _ �� -� ��1.✓L'.iI , ' 1 � 1 D�- IYNy �Ss.9a1/w/ ) 5'� i��i-�""/ ats. y11yI ,, I ; M i 1I MAAAC:I: .;I . ! 17% P' t . 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FL 3A,ta ) nrANL. 9N' 6aa_ 75O, FAY -An, 2a l V rlS•NM IMF.. T.IWT TILTY lr . WINNE"" CVN 1 N. -. n I . M IN, 'AN.N A1At.l M r .A-. LwNn+_,.N.r-,t.am_Ha• G-sal-7,i 'Ai A LLI Z.Pi ,J -s�� - - _ _ _#--A N W C_ Cn (Z L_ N .#--A U L O _0 C N c Q ca ­0Q- M U -I..- I n +� (7- � 0 f U O _7_ _ _0 O 0 I Q F_- -2N CZ 0 O LL. LI- M _ � �_ a) Cn L �10 -#.- S 0- _z t- CU a .E- C/) Q 0! E Z Z W J OCT 1 1 2022 Virtual Review Assist, Inc. tans Review completed and appro fa compliance with the 020 FRC 7th E ition by Debra Anne iir PX2300 W 0 I. W W M o C/) CL ca- (D U "I C -0 (0110 0 L__ LL L) (a) ) L. v CIO L. W LU G Q Z Z Q J 0- SHEET NO. SH 1.0 ° WALL AND FLOOR MOUNTING INSTALLATION FOR s SPLIT PANELS -- SHIDY e A 1fi—,"r a,[[ e6 P}1"(mNaNY"1.iw- (w-w RJnH: T 1 1 7KPMO � Y � • IN w111OHtR».Ta .,-iPr Sao[j t ^ r T -1Coal [A RAM, aT''BTIDEx ON o �srs+Frr m cnvl� . 1/a• - - YT1AID t rXIDx (aPO I: 1 . _ MN. 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T4W YUuIPN - < •.r 2•, 3•. i/V a f TO S'-s' 2-. 1/d' > 6•-,0' TO GI 2' , 6'. 1/6' �yA1111YNNHIN •� p, A. T)1 NO.44167 *: • �AVS vAtlp roR Aso PN[ssmL PAnNG M - * - ? r, *. FLORIDA Bl11LOlNG CODE (High VelocityNYrricone Zone Sao par, -721 DO ^ IMY rt ORIENTED PNYAI. �9�D�Y ' Es�"%acPLN 5 '. ;1 c1G1e MmIco, .IG 20 GAGE GALVANIZED STEEL SIM PANEL r P App SECTION 1 3 6.1' SCALE / •_fi(ORI4A.i����� r p, s #T ',y � -� ' GLOBAL PROTECTION PRODUCTS LLC, /7e/1e n m 1 �, / IL ECOLN4. b00 H 3, alllar one O slew P ON TOP M PHST W A1EE5 NDTL VL00, CAN AASO 6E FI.LE➢ ! / ZC� YJu�.. ' ns'i-iNo A ca.auMtNNa covANr F O•H L)L)Ia S -17 20 b T OR IIOTYDY 50 TNA7 R fS IORA7ED A TOP M BOTTOM OP OPENHG. (FIFE PANEL aiwT4c W/ t(>GE TOP # BOTTOM) A. mw, ., .. Jm. a...« ♦.Fps. n v,-INrrr•" J o0L.0 P11D1°_ 1 MIAeF->m45, rM. tp.)ewan) PYr.R. N. - - a PALIT `4 - 441ITT - pE[1 ] 1mr Ta - - »] HINT tm�ro.Dfs t-Ie11 Y4 +B9 `.�I, j 1 A �{ BUILD -OUT MOUNTING INSTALLATION ALTERNATLVi,.-LW i .P1 I! L•�i - i i. I; w Y4 . ,' m e II i{ f .Pi,1 1nY uP ses e r et * • ,T Y. .oay.a I / , 10P R.S41Ia.V.1 "D(OO )1O bRN; . -ram'-.• /^p°M ,e,dl , Z TrI 1 i M. + " -� MeME aoawAL ° ; a aara 4e ' { x • I WALL MOUNTING INSTALLAWK - ALTERNATIVE i rY'.farNAA i 'i ,ac 8CA1.[: 1/4' . ,• mE a .i,rs• [ I ,<r�x N010�"1 -a1•Y .ec JaeAe • A' u 4 !i L.o f7f { a Y ..�-� Jj WALL MOUNTING iNSTALATIOH - ALTERNATIVE 2W SCALE. 1/4-- i• Mnm! 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS D. DESIGN LOADS OP TO +55-S. -72-0 P-s.). AND PANEL'S LENGTH UP TO W-8' 2. FOR NEW WOOD FRAME CONSTRUCTION. 111001) MEMBERS TO BE SOUTHERN PINE NO 2, W/ SPECIFIC DENSITY OF 0.55 00 [DUAL NOEL FOR CL MBELATION OF SECTIONS TOP & BOT'DM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SU!T ANY INSTALLATION, A. T No.r4167ST ==N6����Ng WALL & RtPLtlL MQUKIIN I���N-LL��4W I��• S�T�e�Vf�W (SECTION AT TOP IS LOOTED TO +55.5-47.0 MAY_ SCALE: 1/4` - 1 A.S.C. OES*N PRESSURE RATING) SAIL i/1' r 1' _6 � rr .mzD P1a 1 HUD, N:aPm • YP epWr ...,, •r8a'1..o YI' oA'DUJY.o oma FLOOR MOUNTING - INSTALLATION -SECTION MAW WALE: 1/4' . 1• _ FLORIDA BUILDING CODE (high Velocity Nurrcone Zan °J020 TDB' DK 20 GAGE GALVANIZED STEEL STORM PANEL r0 ITT /I -� GLOBAL PROTECTION PRODUCTS. LLC, LTTEC�OIle. DATE AeeD . ITeft' hurtra .I11.. we A D4a ANY o d. -,. 20-176 ,..:. IwAi P~:m' Y1w1« sweat n aN4A wEa[. f)s.ws->sAs. ru Ia•)Ne-e7P) 1 _ _ -. rJwl4 •,w ��T� .rlr I .a 1 aAI+K YA co.oftn ANCHOR CONCRETE ANDRONS FOR OD.D%VE ArSI SEE saAEDW CN SKE1 (SEE 5C.74�)_'\, i5R 9CA®ULE ON me .000 50" su 3€CDO. OT ;'1w 15 5oEET Ir)� -°•-1. 1/4, 2/4, 2A✓A, 3/4 GR 4/4 1, 2 A IW/15 1, 2 1w/Is - ,SOD• _ FO KOINEOa,. i 500" .a`3O' ___ ­,_. IoLwv RED EOACMI 1 I I. �� ' _ raj' _ illi iTIiII�I -ill?--llTlli �ill•ili Ill CI I. E Sc11m1+tI O+-. �j (p0 mom); ON106O1 dAlEyi 1 ("Imalk "VIQ) 8MTRFA WILE) i00 M14j� 1rEP+sEr`,wArwN" )' ro *ASS 9 • P.tRr • - -__ ! Irn�Nen r�3jwn • EIn, CRY •oY ,I IJr e., I MY.1' Wc1r[o•4'Arri } 1F®, .�.. . , �S,f:��AYyp 4/e' tY.a SASE 0 -' so�W Y! 9pEEDMFII ts[t OCT 1l, a)I I M sr175%4 Oc )' (SEE DO 2 N L /la) I � 1 �•� N DID PAIJFLSAa'; Twl. l l ' � __�/ - I k S,7t•) • II ' 1 � 1 � ipM1E LOGAt,DN �7., �j• ,I N 61A1 pP° N.EE&j / V•'g Y ,.S'd A( I t f j 1 1 Ii I 1'{SEEJORFIs 1J1. �E" 1/4, 2/4, 2A/4, 3,/4 DE 4/4 1, 2 i 1111/15 1. 2 h IW/15 f I I 'I AITERNATE LOCATION }- I AREA W/NO (LIFE SAFEh' PANEL$ v' OF ON LOT SAFETY PANEL •- (SEE NOTE IWIM) REG" PANELS W/ OR LCCAtb uK -- SAFETY PANEL `,E W/O JECULAR If"" (SEE NOR I _ I CYIYA:A[TF .wCnORS '�, 1 LOW) LAII PATIO, ".0 a LIFE SAAFM1 PAYEE GBE ALLED As (51E SC]E ON \ Pouno DTwCKIE JA,�., 1 yetJj µk CONM ri FOR OPTION '%F LIFE SFETE - s J ORM ANIDIF TAU"s�ITArVS BE IINIPIAALLATION IF NIENCE0 ° K°""Eo ow.r.,¢-rt •wL�c*s j '"•'- PANEL 1 ,.1, ] i. EY e1,%fD OR PDAOVm TROY 06" O STAUC%VRE (HIE A'IEaLLE ow- —E-0 sIAEtT I.1 ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3IN'-'' - SECTION 1 SCALE 1/1- - SECTION-2 SCALE: 3/6' - 1 @ ®°'r � I ' P)gT.S..ON LgL3�i'�_Si0>_.PItlL;-i�',TENSTLAAOtE� _.__. .. __ I- LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANELI Cli• OR AS AN INTERIOR PANEL. (ANY PAANEL LOCATODS1 IN BETIA " END PANELS). (8VA(1 Pr.Ets. 8 Q torA -+ UEE SAI M PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RECu A4 PANELS SEE r.}rl ,7 (M/ OR W/o LEG" TRACKS.) 2 LIFE SAFETY STORLI PASS CONSISTS OF 0, OW GAILIONIZED Sit:['. STORY P&%EL AS n SECTiQH B„B. PER rA1NPOFIEM . SHEET 2 Or DRAWING, SCALE 3/':;• IWIS PANEL AL, -SANS ITSELF In BE REMOVED OP NPAL,EP VIPW T4( NSIDL OF STRUCTURE !. LIFE SAFFT PAwEI RE�4RE5 TOP TRACK 10 BE COMPOITITSE }& BOTTOV TRACY, TO W4+M'YY1ff•P�,1 TB�LI41 AFry 1K SVMPN)NEMI At, FER SHItu 2 Df IMS L)RAWIN4. FL" .11r`y`: ,. •.•-.., ✓ S •.'P k GOAAPDNEM� Y BE INVALED WAIT OR MOUNTED FOIUDWNG SE-Gr1ON5 I AL 2 ON THIS SHEET, AS WELL AS DETAILS , * 2 ON SHCCt I4. 4 hv-, •-\GENSf - z FLORIDA BUILDING CODE (HI h Velocity H-1corle Zone)I 4. W LEW- FOR COMPONENT ® S 15 %0. )a 120,e nttto. Mo.. ANCHOR SPACING FOR COWN xI e)ANCKRAOE. AT BOTTOM 1$ G1VE37 ON * x 20 GAGE GALVANIZED STEEL STORM PANEL (FYeN IN. SCHEDULES 1 & 2. SIE€T 14. COMPONENT (a) MAY e£ GLRLLANEW OR R€MO4ABLE *°; _ .. S _ j \, �(: p� R/14r1eM 5 SEE DE'A:LS. FOR INSTALLATION INTO WOOD rRAVE Bill ON SHEET 15. `'%yq •. 0 ' - i�'� /P1 `-LDVnL PROTECTION PRODUCTS. LLC, IL E C O -DINGS ,y�4 y/1. ` F'((.UO " "'� ' �111 /; 1 Nc TAUT Tunm bMaNEtlO.GCANT DAME IL ]l]I4 H SEE 'SNE1T 4 FOR DF,NL APPLICA6LC TO THE NECESSITY FOR THE Ib15tAL:AT OW DF `• SONIC• ,VA A, ..w ems. �M," I..awE ps.N6P-n e, w tr.t�P-aTD, 'N+`Y.i.T± 20-•t76 s=„ SPACERS AT TRACKS N'SIALLED AQVIENT AND 8IYCIND TO _ NCCO/WOOO RANDS. FH1 FW{o."A A1'p6. �A su:P •vsN+*� se. «ic OUM A.S.D. VLESIGN PRESSUflE RATINGLk L�N.•;L GQR�ESP_52tiD GIG. MAXIMUIik_PANEL LENGTIL 'L" SCHEDULE (VALM ONLY FOR FAMIS3 AI-AI9 WSIALI.ATIONS AS PIER SECTIONS , 1,*, 10, 1.. 5,,,ETS 4. 5 & 6) ,1•.%4Aw As.D. - IH, D N !�p+'LENGT Y!A]AP, 14Y+NMTN7r1 PAWL xaGN PPcss.•Ir£ I gttc` 'cT SD rD a,a6 c°wn`na+ 1 `Awi°a II .=s 72O S OR -A, �7 ' 1• nN6aLRO_ i , TIEN! 1 # 7� i• r[C- , T 1 A 7 +555 720 >I 1 r0 e•_A' 2 ] A ] .%sO -72e ;>e-a TD 11'-1' YRY -i- /'° FXlLTEA N tiL 45.... -•Je -aea IE-.• 1YT LESS _-- ] +/T --' 1,4TI'..APS 0. ! • °0 • SM7D R/ '/a'P-,oar' SS .s a W 4Cr H OVE" a rxf_.1H 1 PAIIr_ MAXiMUhi A.M. DESIGN PRE55URE RATING jp.a,f AND CORRESPONDING _MAXXIMUM ANCHOR MININSCHEDULE ETNBC�CONGRETLE _MRK__E E BLOCK 5f��-RWA�T10N5 RVUAnKES CY-0 ONLY FOR PANELS(!)* 6M1NiT'ALLATIONS AS PER S£CTHi5 I rHRU T. oni _TFT5 A IS 11 M .arY.»Jr5.6.- EE511w ]NmAY - AP1G Ip Ey /1 ...___— ne Ckt. P.W®p W�fE_TCNA�.[ 0 .• r pIwCYAY'C ,.tl* EC%rH Y4 IAA` CANE, FN[.^. '-' r•r f "1 '0 n {a'aP[4T[ rn Rr.Ta6 lD.AIj VKP[TE T EC aWcA h GprICeRE 6LC0 ,O D0wOK1[ CONDOM JAMw le COICIE•E SiXVaYT[ e,ocN 6 rNp r - JA NrA I NfA e' w!A e ' AV, N• 'I w -.-- EtaP, r e' e a' N! N/A s' A .Fk'T_-- A/. � NJA �Wl e- v. --r 7 (B(gial} d N/A NJA .1A a' NJA 6' N'a 'N/A/+ .55 a. -72 0 6' N/A ) A 4 (EOD) l a N/A r1 N!A 6• NJA Ir N/A OR LESS S* s•e• e• n t6mTow1 s'NJA ] ) N/AM/A T °] 1/1' a '. ,2 I/J• I 6 1/a' �. - A ! T (e0T1CW1) a IJi a SEE IiNIC 10 ! 11 .OR 11C.01" " A sk ft FDA N91 ,Y10 aWD r1YM eMOND vw ANOW+ S -Aa " YewDFY. EDGE WAACE NN PgrwreO 0 'Mr: s KMU 10a E D M Dom "DC. -Tv ON 9GIEOu1d P£C•At1 ..IC1±on S,N:C410 IN MlAtIPyrlr. SP,dND SM'MN FIN WLTn; F AeTa+le r n.1 * w eN __ Aleutcn IF,c.0 ewTAro .+c*a1 3,1A11 HOT RE , MN ,Exa•W SP40.�$ aGi[b rTY! [All, ANC-+Q-n TPE Al NCoyg LEG(\R. =. ,/,•A I/.•A i/a•A ,; ••. 1JA: I/4Y tiom TIME YAIsp. rr-� "4 ^Awlu..tt Yn Nlb"It ]PAa10 (Idi ) I J J ) fJ ] AMM Ea on =ft= NeCIM - Ie . 5rS" IaNc: rau: JPrNaRr: e;. •a-m a' 8a Y s. e u I, ' 6 1 r1;. ¢ LEw171]Ng UP TO _11 AND a v' o.c uPAI THS AA roe R Y.•. AI Eta• :0 ELYAT ,EaWT 101 aP PArF.tA 11T POC O 9, Is Is C teri 1/2* YIN LEN T'IS (tglnon TO 1;yr[P ,OP ALI LEMCnS OP H-e• NNU- , I I I I 1 { I t g - Y I 1 ( I t I V ° { 1 SEE SIKA)"J l STAR.}*- ° t I Ic cuts j I 1 1 10! I µV .0 A 5/a• . WIN 4S5 MISHw4G FDAV. PAN¢ :Ewws NS r0 I 0' #' 6 ' c F ,UAV s LIP '0 e• r ]tu oc,E VR fl.-IA tSu6IS 12 vro C OR lYolieff,R4, GATE Pi.4fi O eP v,f2• P. S'I'ffi ' 1!2' NA. THSEAoCo PEPS U,ON AT THSEAoEo P[NEsU,0M AT +aLIW;2fH Or C."M , Pu,1 FDA -- - „1 IDIGrJIS 'tom TO IF r im DI����Q����INGINSTALLATION BUILAi-. ALTERNATIVE 1xALIE$ EN TA I E iVEi E BE 1 I. INSTALLATIONS ARE ONLY VALID FOR BU (.dNGS WITH &$,D DESIGN LiWDS UP 10 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 6-8` 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN ME N0. 2, W/ SPECIFIC DENSITY OF 056 OR EOUAL i I Ns�.sg_c�*�IIo�-G;-st�rc ITOP & BOTTOM MOUNTINGS CAN BE COIAFtiNED IN ANY WAY TO SUIT ANY .. - INSTALLATION. r` ALI 3 ^ r�i'-o•IJ2' _ AT END FiL+DS B ELLOVERLAP I t P 4 TO HOLD PAW_ R -,CEN, -9° ' No. 4167 e7t1a ,<1TZV. "c 5T E� > q r IL��� 1n° 2ayz'3 .. , GV"alF ,i ES � �o�. E« EA«a eo �rJl D^ L ��. S'�`'�,,.�_.....-.,..,-. +"+ - In.,a�a Sa . 4441 NN1.A,Y/4%99:ATUKJGsri RxrEw A �'Y aE III BUILDING CODE (HI h Velocity Hurricane Zone 20 GAGE GALVANIZED STEEL STORM PANELI PROTECTION PRODUCTS, LLC 1 .OBAI o.Tc - fi -ow. f"MNe1 1e+N FAA IM ItlaNlee-sri7 Arawlw, a r.r.1. 20-136 aMSp4c N, INSTALLATION DETAILS FOR REGULAR PANELL 1: dt ilAi1A INTO EXISTING WOOD STRUCTURES If' tKf�'f.• daKMNR(w �., t0 •JIttO{Nq IYOW11,1Rrda.EA ; l C AI r .Y= sa , PEN I I � Eat 1 t0_ t. -{= i Rta€ .4,aAP -3 i 1 aEv4A4]aSOM WADER i eca, Hr.era I 1 - ALTERNATIVE i w ALTERNATIVE 2W 1 SUIF 3J6. 1' S4N.i Ji- 1 3EC OR - 1 ON a1tET e I ((( 1a tlNrrhl 1 tO caL 1Ss I IIM' ft"IH•"iA�,Ji . EO; EC EOI ----- A t rx•- Nw "AN NSoN.ea NAME `•` f � �is��n'.o f v • REW.aaa -' -.6i-- -'- I J vre.pl° 4• 6,. », ° > " F a, BA ALTERNATIVEI1 ALTERNATIVE 4w4� a I.P0N Is,N..6-1SL&E 3/0.1 p Y.ALi 31D-,. - ea -1GLYs a I LIL[O CONOAIiS 3VA CHOIR L.-CATION_S `..'� �-.a... JMCTAI I ATJ/Nu - .011 S-1--TR iRV:nr XS NSHOAT,- C'IIN,m Ir unNIMT1Mr_ scA. 3/e-I' No.AL 2AC�' � r _� HFllll NMAF�SC„v �tM+•tMIRJTNTM FLORIDA BUILYAN(, LUUL (HNyn Vvocal Hurricone Zone r.1ele RITCO..c. ( 20 GAGE GALVANIZED STEEL STORM PANEL r ` I Loam 1n GLOBAL PROTECTION PRODUCTS. U.C. IL ECO1Me -, d!F- TTAT°� Ra D.M.'l1 Mi, 2 Ns RNma D21- N`I (a )*"-7SU. Ns.1ws-aYP+ +.. imi'm �� c-ameTla 'A • !s �•' '1�1• 1PATp A nIL"r ,.. P; I au ,I •a ' , - ._ NKr. ^. a a ze �J. / 1 1. /C°� FS MTERNATE r, To 1/2 HOLD O EL if 7D HOLD PAL _.. 5/a• -1 (CASE III A: TT to ma+ 8 LND PANEL f t t ` -�- 1 --- _7_ _ l - i J 0, O 1 1 I 1 , Y (Iry YJ �%, SEE SITE SO[Oi,Td it ,CT+EDLRE rt ATER104 PANEL _ END PANEL P � � ,/ SEC SIT -INTEi00F+ 4A 14� SCWXW - sIFIXs PAIML END PANEL OR a A" INN Ara Na. 4NCIKNG ANCHOR a oR 10' �. r2 roR r1R+ - J OR DIRECI MOUf11 SPACING .PACING Y.. ANONOR W. AI�:�P . $PAa_i^, $P4CS� n 1 : WALL MOUNTI!!iG 1NSI LAL IQ►� (P�P�,ICABL , TO SCHEDULE X 2 TLpQP MOUNTING INSTALLATION (,gPPLICA�E TO__5CH_EDQLE___,I) SCALE'. 3j16' _ I' $CALL: 3/16' . I' �I�►M ANS- . DESIGN PRESSURE RATING 62 a f PNQ MAXIMUM A.$_D� DESIGN PRESSURE RATING (Q4s.f.) "L" AND_ CQRRUFQN_DING CQRRESPONDING MAXLht ANKH .r_�PADIt�Ci CHEQI�LE AT FQR MAXIMUM PANEL LENGIH SCHEDULE _ INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURE$ T �. Sr`zZLir_O� SHEET 1.3.wEiwH NE SNETY TOgte R5n" � ��Ec&s MAfifiWY ASG orse. retsSUK NA/WG .• IAAVIN - CF TM-W -. - DNA-" PNELMAIT roPLI 0 PwILAYATI "US ,P+N.%',BLI To YC1K 3 e A tdlV.ArtlN •0F TREY .�61W PYiiy lLSia'1N 1• nf] T°n It in cc..r.nc BLOCS To 'ratL 1d H,1 to ' � ro •cMat41t S0 ro.'a OLaCA ro mea``ir- oLoc. To F,� =-W'r PtDe% 6' NJA N/A N/A 6' N/A a" .55.0. -72 0 9' 7-.__ 9' 4' 6• N/A N/A N/A a' N/A 6' N/A 6' hfA - 1 * 2 (TOP) +`50 -72.0 Y D` 9- 6' [ 9 i rf2•. B- L Y Y- , (N57TIUY) 5' i; TO 7'-6' +556 -72.D MiA MIA 6' NJA 8' N/A 6' ...-NJA 1 & 2 (MOP) •7'-6. 10 g' 1 9` 6" 9' 6- 6' 6' --- A. 6' (BORON) •3J, 4. -R^ 1'-r- i J)/ ' anl.LtaID ;FT S-W 15 FEYN •fCV:.I TYPE a sr. -, FOR 374 r4NS H'>= HOOD FIN.1 Wka,_ AIr.IN, ANC•YA 1 MNGS NQ YYIAAY i?,.T aStAN+,.€ A)E NDK'ATEE1 01 MD NCIHDU,(. I'DP I ED LEGS'A"1 NOE,aEO TIN SCHEDULE R[CAIC'[ AAIG.DR SPACNYG Br NULNPLYPR. SPAC'•nG 4 CN St~HC01.NE eY' THE 1010104G FACTOR) PAR TMS OPEMDON TO K PUC61Bti aEL.,a21 iPAa .0 06TANEC tfip1G FACTOA "' L NOT g di5 IHW LA+,P._ SPACING *CARD FOR E CP NK.p THE M AWIM LE01I I APEINR ITR rrs•A '/.: rJ+'• v4'A - - �- _ ___ FYCP• O'rw�INP PANiYU( PNawAO,WE -GAM-.+' i M1a IeU CI,vM1 itrP 9.! J.. .. 3 ! •/] 1 ./� I Ana._.—. 191G10R `!1.:J + a 2 , _ •. MS7JY,�CfdEwrtLO:-eL MOTTOK IT, s.,2 n 35 - tiVM,Y A." DESIGN PR(3w,rE ww u, l:,t � tro a S/a' Yn !�, MP nl NFA[j WE F (SM 4 V YIN "UP T`JP OF NGtE) APPLICAR(.£ -0 SECTIONS IF & 'Y CovBtP4,T_Or. MA)GMLEM PANEL, LENGTH •L •• C1 ) .----- TAAfON _ _fAL'F.:JEi._. _ _- - C*LK x 49.2 V61.3 3- 3• ♦ 1/2- ♦ 1/2- = (flonow) 7'-6- OR LESS +52A -" r. 3' 3' 1' - a' — 2 (BOTtoAJ` 7 -6- SR LESS <SSA -T2.O 2 1/2' 2 1/2' _.. A -. s '12' 2 (BOT70M) 7' 6' ON LESS +66 0 -72.0 7 1/ 2- 2 1/7- NJA N/A 2 (an"Tc,) >T�­ A N/A H I ]' 3' 2 !STIGMA 7' TO '- -6 6 H N 1 1NNINNF I '• , to I am M A Tit �P� .�GENSF ✓,p No.44167 * + FLORIDA BUILDING CODE NI n Vwoclly Hurrlc... AV �� F({)R1Cl�: •�'��� m1, nttcn K 20 GAGE GALVANIZED STEEL STDIIY PANEL rr• DIMA.U,I R.. S., • V ,af L E 1� OBAL PROTECTION PRODUCTS, LLC. ee�e 1r.I.IECIwNa ca"ANF ; ' aNeE LtiJ)JI: w Ar NA AHS .N N.« P+wrE, nimILr-no,, FAA tts.MaP-eJsr 20-176 _ Y,•» r]w1 ir,_,4w r. tsY) nl..1ul y t-�ylSv"PILMe /0•'+ _-. u-n70°1"P ,"ps" _ ra"w _ nRwRYG Nm .NTEw A nwl a. PE NP a -•a _14, MAXIMUM A.S.D. QUIGN PRESSURE RATINQ (D,a,f.} AND OQRRESPONDING MAXIM AN00 SPACING SCHEDULE FOR RES:SILAR STORM PANELS�1 *_jA, IN 1ALLATIQN-5 INTO EXISTING CQILCUTE & CONCRETE BLOCK STRUCTURES (VALES C»ILY COp PANELS L 1& �y tWc`ALLATt0 c AS PER SECTAONS I T.Hh, 10, CAI SHEETS a. 1 A 6) AA4Aa1VY AIAXeA61 SPACNIG FOR J AS 0 DESIIA _AN04DRS .- - IA DN - - CF TAP -GI® CALM-" PHUELWTI ITYP�E ID PAfADJYiTE ALUS SOLID SET secrom.€ ro SECTIONS # WHY_ PNfLL TO TOto (.__. TO i0 TD ANY, A LEIy^TN •'- (N SwnwD TO f.011C:E'(E C01101ET[ TO ibN[Rnt cnY[aE`E... TO D71PCR[TC COIKOETE CO ,`rP##'E COIKAET[ TO Co1CNRE (}[ TO COr1OLtFE r911GRCYC F THEmiTON Q THEA1 ROCP IS- IS - i N/A N/A N/A 6 NIA. 6- N/A N/A N/A I (TOP) ..-._. - N/A 6' ..__.__.. ..- •-__ I H' S' 6` 4' NJA N/A 1 (BOTTO71} /A N/A 6" M/A 6' N/A 6" N/A H/A N/A 2 CTOP) N/A 3 8' N/A N/A b' N/A 5" %/A 5' N/A N/A N/A 2 (BOTTOM) 55.5, -12.0 6' N/A N/A N/A _ 6' N/A 6` N/A 6' N/A N/A i N/A 3 * a (TOP) >7'-5" TO 8'-6' OR LESS 6' -.. I--_- N/A .. 6' ' B 6" 6` b` _ b' N/A N/A 3 (GOTTEN/) N/A 5' NJA 6' h/A -b' 5. "/A N/A N/A 7 (TOP) 8' N/A NIA 6' 4 N/A N/A b' 6- b- b" b' N/A '+ N/A 4 & 7 (BOTTOM) 12 1/2 H 1/4-.. 6. �/;'- $ . 4• 6 1/4, .NJA_. —A 12 1/2' 6 1/4` 1 6 1/4• ..... N/A N/A S (TOP/801Tp1) =-5r0.0. -53.3 N/A N/A 12 1J2- I 6 1/4' 12 '/2 6 1/4 6 '/A- 6 1/.- 6 1/4- 6 1/4- N/A N/A 6 (TOP/90TTOr) >8'-&' TO 1V-2' .5'ri -72.0 N/A NIA 6 1/4- 1 N/A 6 :/4• N/A 6 1/4• 6 1/4• 6 1/4' 6 1/4' N/A N/A 6 (TOP/90TT0M) .a'-6' TO 11'-2' �- N/A NJA N/A I N/A N/A N/A M/A NiA 6 1/4 6 1/4" 6 114• 6 1/4- �.6 6. 9. 10 ('0-oP) 7N/A N/A b" 6' .,.,6 NIA N/A N/A N/A 6 1/4' 1/a" 8 (BOTTOM) OR 1E55 - 4'g- N/A�..N/A N/A NJA N/A N/A- 6' H• 6 1/4' 6 1/4' - 9 (BOTTOM) 12•-a' 0R LESS N/A MIA N/A N/A A/A NJA N/A N/A 6 1/4' 8 1/4' 6 1/4` 6 114` 1 10 (BOTTOM) SEE 04M 10, I1 AND ,7 rnR ANNCr. n TYPE IT S #IC TOD INSTALLATIONS ADD WOOD FASME I%Aallo NwwAti ANC, SNCDO) .0 YIAILW Once OWANCY ARE NDICATED 4N Trrts 9CIV I FOR LD _ESS IHAV d4DCATED NI SCHEDULE PIIxKE WC,^OR SWING In MOPLv C WACIW. SINQfN ON S WDcILE BY THE FDA,OFNY0 FACTORS MR YLIS OPLRATION TO BE POSSIBLE. REDUCED 5.NIGMG 06rAPA3 JSIPIG •.C'CAI U„ NP' aC .r r1a , YxA.n1N + .- ••SK ,Le r GL•, Sr,CHQR IYNC A aYpU4t .Rtt>A. AIIO01 RR un, ,NcwR srw,T� ry,) •. rcs u.I1f - SAPA I/: a I.Pca. 1/♦•1 01 T•P-aIP ;r♦'. PNH D.wR D 1/♦•. P' 'N ,J4'P cAVA_ t/a•. Woo-W ] - ) - - ) i ,!J A MME VA It=MINIM rAET0E 1 T' / r §,GR F� NO. 44167 _ #; * 1e - ST E '•'a, �Dr At 107,0 111 NN4WA . C SLV.,`3�:ATUEILwR I FLAREA BUILDIMG GUL)E (Nlgn Velaclly HYtricone Zon, mm1D "I'm ti � 20 SAGE GALVANZED STEEL STORM PANEL I ED rN o]lsAlNue 'GLOBAL PROTE CTION PRODUCT ILIL E��C ,t! s, RR1G 1 tN rreI,PFNY 1 ' OaME. 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Iasi_ I_ i>a: -t PIMf: SA6+Mm•'tAb. Mx 4YSaiMT-616T r-w.a pl/ q,R M - ,eLFIR A ILUI a, PF �, . R 1A 7 (VAUD ONLY FOR PANEL(DINSTALLATO NS AS PER ALTERNATIVES IW THRV 4W, ON SHEETS 6 k 7) VAX. AS 0. YAXeNW ANCHORS SPACING FOR ED, r AS 940" ON SHEETS 6 t 7 - APPt1UMw£ � MAA;M DESIGN Tf WA PANEL LENCT., ' I ARA71dE TA1P7:ON ULG SCREW PAI'ki. IE WOOD (SWIG A ANY 1 (P.M.f) FEMALE OF THEM tN.) 13' ISLE` TS' N} -J' 11 (TOP) - -- _.__ - -- - _ _ -I /? _ .,. 1 D J 2 - i 6 2 J (TOP) _ _ -_ a T 2 _ (110R •) - 6 1/4 17 I/ a 1/a' jam' 4!___.. p' e' 6 O E ) F� __ - _ e @' p" 8 --... #W IOTIdr ( ) - ] _ 8 s 13 ,} -. -.... 7 M fT ) - +•4S. -45 .._._. t3' __-.. i#• ,3• ,3- _. 13" 4W (OORQM) °R LEIS ,]' tr 13 13' R /i' • (TOP) 1J' "3 IJ' 8 TitlJDnw} _.. l_- - 6 1/2` _ _-- 5 Jt' -_ 6 1/2` _.°)-... b aft' -..-._'_.. _. a IJ2 (fCdP1 6 ♦ z ♦ 6 Y / 6 i 2' ! - {T i s u -4 _ - _ - 10 t J•2• ­.. 9 r/Y' 12" ,9' --- 4' ... (rDP) •3' --13' '3" a V2 W (261TDbj i1• ---- SPAC R • SEE TABLE /i FOR MAX.AS,D. DESIGN LOADS 8 MAX. PANEL IENCtii•LS WHEN E 1" USED. COPPESQEANIDMJG ONLY TO ALTERNATF 2WI° ON SHEET 6 -.... 1/4•0 TAPCON ANCHOR a 9' O-C- I CO. MAX. A S.O MAXIMUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 A 7 APPLICABLE M4, wUM DES" TO 'L1OeM PNLP2 lErKh, - PRESSURE RATING TAPCG. , Ey PAWLM47E PA NIFLSf1TE WOOD SUISPONG E ANY 1,(P....t.) TEMPLE O.E16 1 X-. OF THEM (It ) .�, -- _e tM CrDPI --- ,]' - t3' ;3-`- CHIT• IW (R?ircM) e , - n- (w) - 6i23 - - b 1 ! x - 1 '. 6 d x' - AU_________.___ t- z,-- ! _ a 1/+' 12 1!2' 6 ,,+.• 2r teDR*) 5•-0' LMR 7 t a' a' p' JM (IiDTTDa.) 71' _ 13' 7:' tr J - V-) -edHrcw 4 - , 3 M(BOTTOM) TO ♦75. -75 Ir 13 -. - _ 73, _ - ,0• 1W (TOP.) _ I]' 13 1!' 1 a_. !4- IW (93TTDY) a .J2` Btf2' b i/x' 6 i!2•..__ E 1/Y W(lop) (lO°) - - a 1/.' i2 t/Y b /.' 2W Mm,) >s'-0' - - _ - MOP` TO a CROT• ) - s '� ,12' Y _. - _ v 5 In' W (TOP) 11 _ 17 ... _.__- 11• _ 3 13' 13' 1}' 10• 4M f mm) ------2 tJ' iIS TABLE /" FOR MAX.MA3. A.S.D. DESIGN LOADS &UA(. 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S / x 5 6 1 7 n 1JX' __ I1 1 / x - 6' 3 /2 -- B t B - -.. , ] r D b 1` ! ! Y } .�- 6 tY I 7 q L.. 7 -- t J) r OP it ) __ __ tlo W f ) 9 - � --. (T ) S (POTTOM) a OP (TOP) _y_ 6 2-- / - I}'_ - ,J 1]' I"- / 6 !a_ i 4 _ (FO>) s}' 1' J _. __ - - 5' _.-. _ - .J' .._.__. 6 1/4- -,J . _. _.. a t/4' tl` 14 __ �- 7 a 1 3 n d ,J4 a I/4 tJ t• J 9 tn' a 1 2' / t0 In -- - I ` 7 Y S t 2• / / Ia - ,3' __ :, /t S (BOTTOM - 6 CLOP) 6 1/4'16 1/a' O.Iji"f 1/;' B (BOR `•) - - o 1ja• { ,JI' 6 (BUR w) S[T voirr i, roR Mb^nORl rot A VItCAt; coo TaIMLAONOM3 PRO MOOD r1mg INULOWIM -N10 L_ - .- _ R mr.,t4 ♦,@ -.4e. TFNM x.RIDUtR. IP, CP. 'r" THAN ,NA,r LED OM SCHUNAS IN ANCHOR wMQlf. OF M(ATMLYWG tyXN6 SHOWN ON SL SOULE N PRI. MUO.Yi6 IV70115 FOR II.3 OPERATION to BE POST MLE, RfDI10ED SPAM OBTAINED UaIC FACTOR 5n MOT BE LEn TWIN .■1IR■A! WACM IYOAILD FOR GW 44DW I„Pt ON THIS TONCI)UE ve. ,/e. 1/4'. We I/4•. ANCHOR TYPEVAN'• NNM.N Tan-r. FwAF1AwE PAT- , _..- __ - -- - wW.RA' AAC uA� (FL) 3 ] } 1 2 1/Y 2 in ARAM F M X,>rJwx F•S 3 3 +n' 3' 3 - 3 1/2' I- Oa'ANatLAJ :Ee�f ,,,N, F __ 1. ) In' ! In' 3 In 3 :/'Y ACV& EDGE U9TMCi (E-D) FACTOR 1/2' Pie - . _ - 7 ,n- u, R7o - - II-'m -- oso 1,,• - +m loo - Foe r:6n - SPACINGS ONLY VALID IwHEfAI SPACER IS USED. SEE 01 FOR MAX. ASO. 11 DESIGN LOADS &MAX. PAPAL LE WHEN SPACER iS USED. •�'fJV LINO �f, • DT.44167 �'. STATE _ TAKE !L A AS.D, DESIGN LOAD MAXIMUM PANEL LDWM 40 PSF OR LESS -- 6'-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' a MAX_ PANEL LENGTHS ARE ON Y VALID FOR IN W/ SOLID SET ANCHORS d[ W/ SPACER AT 12 1/2' O.C. FLORIDA BUILDING COED Mon High Wioei NMrrlcana Zang aMM It%= W. 24 GAGE GALVANIZED STEEL STORM PANEL ptlrl'H'IN GLOBAL PROTECTION PRODUCTS, LLC. 01om - NIL EO Ne. 6, .mo IN. b, vow t)IAt R 33e,4 P1.Rd (eM)am-764A AAX; {q.)m2-wTf> �� COMPACT . 3eA i � - - rq n atw ,� UAW __•AW IN. OAW nt-.MN 20-175 - �"' M ma7,6 INARRIK.W M.r/Ha. .IAr W.ar x v ,w r"na�e6: IrN.aA�r uiil INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1 INTO POURED UNCRETE OR CONCRETE DUCK RUCTURES I/;'a TAPi.(x, [ POURED 1/4•0 TAPCON EXISTING PCURED 1/4'e TAPCON EXISTING POMRED 1 ANCHOR a 9' O.0 C�^E DA ANCHOR a A' OC CONCRETE OR'DNDR CO4CRE`E BLOCX CONCRETE BLOCX ANCYwM • 8' O.C.O[_ETE stock f t �) REOIARED � 3 REOuAEO. , ��ETE BI•aX �: L i 2' I'/.- ' rJx_.t f1/, ° tn' ,/3- I- ._:: MAX "' -""� MAX. .. MAX.. �11 f-0•11I I I LD• !I a .I CAA45 C,.e e A R fI ! N !' ur It --SEPARATION -1 11 '0 GLASS. I I I 1 I 1 I t' I 1 k I 1 I I f I i,/•,q, r" I 1 / 1 ! t' MN. �I '1' V-•-TA.,' C-3CPAW'rK1A1 1 I qt ears .-o CA SING-` r0 G4Aw. 1 CA, oAraFR FOR _•• 1 ■ I. 1 , 4- tl ! ' PAN LENGTH EL pp it d uy' AY T ENE AM IO+ it I 1 ON SHCEI 12) 1 - I I, 1 U I I Y I ®p { -. 1 y I F i E D!N #A 11 tl,•1)2P,r -1,1 Rats e G t Z MAX e PANEL IE"C14 SEE nl)N ( EI On SHEETET 12) I L/2 I l L r 1) I { • i ) e' f a Eve1{ I ;Iyp' 1..,Ir . I Meow/ I ' ,. ( a I a --3 I , ,_-.1-.._1 7 v ,/4•a TAPCON 4 ANCHOR a V CC EXISTING POURED 417CRlTE OR ..ONCNE'E 6AOCN REGPRCD SECTION R-11A O REGULAR PANELS WALL MOUNTINGS SCALE 3/9-1- (4; 1/4'a TAP{;ON 4PCnOR a 9. O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REWF710 O LI$5S AFIETY PANEL SEE SHEEN 15 t to FDR ANCHORS AIDIGE "M 1/41 "rr't It SPACRIC FOR PASTALLARDiG WIT) TAPIpW ..tW.r r.aR.R wean bra 3 e00o TRA14 RwORffiA _ ++.c.KAN 1­_ ,GAP- N Q)(.E '. .ONCE NK A4Nf 17FD O/N 1NI5 _ _ •••ypa, FPNE ORNPRM 00 3 SC14DLU TO LO ,Aci r.Aur egCA[[D ON SCraOLLE Itcou i AMCN.DII SIAC" _ . '....No 11.! ( ! T Ill 1RR +MHG '1s16•% SHORN ON Sn4LTAE Jr, rHL FOLLOW" FACTORS A� m 11aR7< � IAC IBR I ,/2- Its ICI INS OPDMTIA 70 1A POSDaLL, aFt-E1 L.PC Oe,,.NOD ,rPAPO YrDR SHALL NOT BE Cal FIAN IMA.V WAC.No rgl('Alf[O FOR EACH Allrip.! LYRE W THIS "CULL Y 1n' y- R •, 0b a !r R I EXSTMG t . CLASS p / IN 11 B R �- i a 9 w I �n I K-SEPARATON -# 6 rD cuss ■ .11 I i+ E D 1/4'a TAPCON EEXXIS OURED ANCHOR • r D.0 CONLRETFPDR �ylCONCRETE 91-OCIC I' 11 IC {'� /2' I[C• 1/4 Max 1 %- 1 /, IU I 0I. W. 1 I,, R- SEPARATION SS SS ���I t O CLASS e0613 a CANLSS 9 A, I At FA � ,1 Y ":. p 1 SAC FIN nrWt It p 1 IDRS, 00 7 I 1 I II i - 11 1 1 MAX. S PANELlfNOfH ,I I I N t I (SEE ESNADas p E ON SHEET I2) I I I II `s � I (1P b f I i,,, I i N i r.��' I iF ED• I t f I I C' 5.s faa . A, lA 1 Z MAX PANEL ANEL LENCM rurwrom (ON SHEET ,2) ,. 1' a• i Ea. . ED I - - 31. - Pict .s ms� 1 - I EO _ TG i -. .A r, eax W d;� •.:'tS 1/4.0 TAPCON 1/4-0 TA.IRCON ANCHOR • r O.C. ANCHOR a B' O.0 EXISTIND POURED CONCRETE OR CONCRETE BLOCK REQUIRED. _ EXISTING POURED CONt71fTE OR T:ONCRrm BLOCK REQUIRED NNW WALL MOUNTINGS ON,NET F A; TI(#'�D , j :' \GEN,�F :Ii *' ND.44T87 € *t :� , STATE OF 'Q F SS/DIAL / _ -1•/` A z FEORIOA Bl11LDING ICt}M Non NI W V.loei NurrieIt- Z.- `INCOo twace"'X 24 GAGE GALVANIZED STEEL STORY PANEL rA. LL ET O GLOBAL PROTECTION PRODUCTS, LLC. A NOUN M. 31 ■MN. mrp � ool. #Iadn1 m-53N6mFe7A>RRNPA� 20-17SpP---nn rA-OM719 - 9vWu obeem; - AT _1117 ^ R4Er to ar is INSTALLA INTO WOOD STRUCTURES I WOOD HEADER WOODMJ,(KR ...-T'FOURFO i - REOLARED • I ".. �4•• TAPOON _ 114•0 TAPCON, ' _CHOR o 9. O.C. - .NOHOR a 9' 6C_ I �. �, t� 1 { t`2 , I MAX - T I i Y' ; I t A6r. i f Mn• I 1 r i N � } t •„1 H E 11J CXfS,7F7G�1 I I �G �3.9PLR'•� 6a # �. % I 11 B OIOIa�IIP' GLASS `I U _-yYy U - ,GrW.ft ! CI A�5�S�Y� NI - 6 1 Up-OA,1 Y.r .� � ' I l` MAX 11 I II / • '111- PNFTA, LE.Ntitn II ,, I ' PANEL LLNGTH "! yr(' ' ) e' 11 L• , (SEE ELEVATONt (SEE ELEVATION -f I ON SHEET 12) 11 3 i I WJ SHE" rt) .. I N 1 II L 1 1 1- MNt_ I _ _ rt u I • WR 1 P/><AS ! i (`J IV--SEPARAnON I { 1 1; 11 ro GLASS. i i 6 7 r-s I If � ,JIB fO I 1e M Vr 6C EC. 'N I e Low. / {„I ' *'I I I �I IO I -1( i. EQ , I I 2'x4' 1W 3 �., 2'P4' WOOD ~•_-!- PLATE ii 1 PLATE PfOtnnCD I ��'�0 _ _ 1/4-P PANELW7E PLUS 1 1/4'6 PNBIAMTE PLUS ' I r. Amum a 12 1/7' OC ANCHOR a ,Y In. O,C � -� I ALTERNATNE R-3AW ALTERNATP/E R-34" O REGULAR PANEL4 i 1lEf Sdt�TY pEMNEL ,...OHA,.'nW, WALL MOUNTINGS/J�-,'�•AA. Tll�;y,N V ND, 44167 1 FLORIDA BUILDING CODE Non h VelocityF*Wu Ica" Zone) g*: * .A. � V 2 GAGE GAL A1I2ED STEEL ,-- PANEL Vol 1. MSrALUT10Y ARE ONL'r VAUD FOR MAX_ .tS.O.6 g STATE OF :ITC I2tM. R DESIGN PRESSURE RATINGS (P.a.f) AND oANEI 'r.�O,N.• f(OR '•�._•.: _ - �r� GLOBAL PROTECTION PRODUCTSN U.C. 07 of IT LIE C O LENGTH$ AS PER ELEVATION ON SHEET 12. AMC 2. FOR vW WOOD FRAME CONSTRUCTOR;: WOOD 4' .S/ONAL F� - u ;;TMe ♦ ttw�o.We wIaPA.Nr roe A.. e, Slow /l P, s -'wee' mAN a+x•n.3331. MEMBERS 70 BE SOUTHERN PHI£ No 2, W SPECIFIC A"n1,NMMA.At' / ..a. � ,- - z OAR •n.HT rA+H.[: (.3•)6.e-7m. ,AR ("quo.oft 2D-175 DEISM OF 0.55 OR EQUAL- - u- ti w.� -- - awwe N.. PE..XrA/ao..ltnf(ex -1PA A tW1r A.. 3. -iv at i *an I• a If a) N C_ Cn N -Cu N -C- .0-0U N N O Q. Q C O -0 O C Cu U -0 W 13-.& N O = C CU O - PANt/ R1 CV O Cu ` U) - Cn N L O O L L � .0 .- W Q Q z z W J OCT i a Virtual Review Assi t, Inc. Plan Review Completed a d approved 2300 for COM liance with the 2020 BC 7th Edit y Debra Anne Klahr jx 44 W a Z Z Q - _I a- ^�I W 0 L- 0- 0 0 a- Cn M� W SHEET NO. SH 154 WE NIF11741".1111IF-W.-III, " _,1. I:3.4.;J41.�1j!':Tffr.7rKft - "' 9.41 1;J 3, - - - - 1A.;;W14:�1 11,41996 vil -Im'WT1.7,773,1411111160 U, fftir4l-j-o��i:i;AEEN&�. .4 MAXIMUM A.SID OrmiII I Mal. MCA` I ; , VON mr"ON . PANEL At 10 � � Sm_1- _M comomm i ! +660. _W -a- OR ass 1 2 %/IV ___,7 . - 90,11ED - 1,12'. .I'. 4. l� I 466C. -75.3 1 W OR LESS - ; 2 ?/a- � . 91,110, � " A "I - 24TE i:ECt/rWiA3diX` S S WS AT ATROMIT AT OVERLAP All 4051 OF POC UWH OF PANEL M, U.,.:, [I.W.111I -m .,�*� �,�,E�N**--ifj;;41;73 gl.,:�wr.rww.:i-x-;--::��*-iii-,-;f,;I,l.m,f.l"u,ill-w-,::.i.-A - ==:M WgjA;1,:,W:�N: 31s:1 __ Tyr. pplm.PJ41=014K1:01411ki = I M AS.D_ PRESSURE RATW4G (p IF 1.) "VAN 44CHM SPACING FOR t 0 . I llr - . � TO SECTIONS IF 'Il" C0MRI* OF ?XU I AAFTEANF, -Amo. U)W-'I,* ;-J I I ____ - wm- � �c A y_;; - j P.Almn FEMALE TC j I � - to it 70 commm �, �;�_ pa-lx !,a - !,a Callamm WON !, I 1 `Q ��im. C ci,cwm Ir q N/A I ". I I . i ./. I 12. 1 AL"A . � : 12' AI " . 2 c4xi) i I Ti' -r- rik I To- I 1 3- I 5' I i I _ 4. � 5, I _ 4 . I' (BOTTOM) I , --tag +_4 i F-I 3 '� � 1 12. '2' 7' 5' i IT. 1. � AT � __ � I , (SIDroW -a- 4000 - I 1 +66C. -75.3 1 N/A � A AI N/A j AVA N 'A 1 N/A N/A /A !� N/A 112 lz� j ,I- � 2. (BOTTOM) . _-4 m, CIR LESS ; 3. (top) NIA I ' - - -�� � ./A 7 , (NEW. i 7' L=-.-- 6./A6 /�,= 11�r N/A 4 1/2- � I 4 1/2- ­ , 2 112 . 'L " N� ta. t2* - _ N/A I 9 1/2- 1 12- I .. _ ,�. NIA , I'_ , � Ir N/A i2' I N/A 1 I 12' I NIA L , (TOP) I - j 12' . fir ,,- " I I 9 1/2- I 12- I ' i � 11 . . 1 12- 1 , It" 4' (BOTTOM) kUWTED To UG PI X%O DT.SGN PRESSURE RATING. - APPLET - - - Y- A TITHIATIEL, - A.W. P­ Impala Ill" 111JILITM ..Ww MOHOR sp.om AND 19." EDK ow#Mt .v "ITICATI; 0. DP& j(DICIAMI AM Lift LESS THAN VIRICAUT) ON SCHEDULE REDUCE k'CKP SPACING OF NPLINPLITINAG MWW DOM am SDPMU 0 TOE fOLLOMfO ITACTM " PAS OPLAAh011 TO K POSLALL $tMXW NPACENQ MED USING TICINO SKNII, ,TITWE LESS THAN M " v� *cc.= FOR EACH ANCHOR "THE AT Traf- -AAY«fIINR Apo= PMUM OAALWa - - 114-m P" GA- I MAL Ammal mmomm (W) I-. 3 a 2 I /a - - , . r,_.-...;`­,Z)- - i 3 _a _ -- - A -] �iw; ;;Plim�m� 0.) 4 -4 -i_q_,pn-- 'I l7it XRK m INK commim PAC= - Ilf, I -, _._.I_.j7 - __ - - -.-- Sa . . - 1.2 � r - �Ilt 461 Im 1 3 "T A'- �oI.-T!14;; r-' ,1r_ AEN ­` . r :: No, 44113f *' it" -'. SmTE Or %,; 1, 1, �;; "k)FIW� �- . ..... �.I KMIATIM/OAF I 11T. I � + ACAALANE. -- - UAIATT­ -I'- I PANLL 1 _141 AM (2) TO K 1/2" F .. r 'I ++ artimummis will. omMa K-wEEN, sorrom or PI," f 1/16 me (2) To K 3/,6* _I• I M. FLORIDA BUILDING CODE (High Vilmloocity H4TTlea.. Zane ) X`MN III `iC 20 CAM GALVANIZED STEEL STORM PAWL 11 PRANT Wr - ,iii GLOBAL PRDTECTft PRODUCTS. LLC. "talon T L-TEco .. Amm vit. 5, . law c-lif 1. 111,11" a~_ IXIHN­, ,X* -176 ... A, Pr' PAL _,_ A'... --UK (",I-"- M-6. , I-)--.- 20 1 - ----- - . - I. -it I_ PRAPEI COMPONESIS FOR REGULAR WEE SAFETY & E-Z HANG STORM PANEL SYSTEMS - (SCALE 1/2- IT) __ - 1:,125- pow Alm) ___ - .... - -.- - 2.16r - - -12.3w (IL-EvIrTI __) C!. - - , - _041. i - . J50. . `, - ,W. - ;i/S vr,��m . I . 1.370' - - - a I/-' (TYP ) ___ - 1,31'0* - - I- l ,-2w* ,W. I- 1= - . -37.n.- IN - - n"O* '25. to APOLE 0 L 'j. __ m 0 12 I/2- at i (- PE PITICIMM .:ToO* I , >_ - - ' _� I , , I , � 6`0 . I 1-I 2w-, I I '. � 01024'THICK Go t'L aw , i 3.375 (s, �� I 1 1 h - 4-i , - ,• .671• r . 1 59" 1 EiCAMED = CODE G&LIMIZED SIM AM) . N 2 . ". - -Md. T;r'p. Due #q ED I o1v ASHY QRAQC OD I . ztas- . � I i L I I--, DUCTA.A. A ��Il""""`l G­ C-60 ONLY. 4jr `%_� /aw 1 E L I 084, - . _r, I - 1 5co*- - (TIP T,P) i , I .._ , .I:: L-, 3w- 1 (1) STORM PAIREL � - I 3w - - ... I ----- -- I ___ . I -3yb* CCTJUL A - 2,000' - I I , , I 1 PMW SHALL K INSTALLED ALWAYS - 7=367' - I "ION LEFT 10 14W W/ 1/2" IN OFF (2) "HIP HEADER (3) -f- TRACK (,) ANGLE MW STUD AT CAP AT Um IME �__ 1�1 I � 9. " o= 'ANT, •� ­zii, ~.� I ANNIFLIS chip Lp 11-1 I/ hummm mair -'__1 I'll I ,._2I 1 3715, , 6ALVINICZED STEEL I �, ,�' - , , , I .1 - - -1 1,11I f 1, I/ I I ,<" , - �=' � ­Z�, . I , ­ 1// 1-1 . I . 1200- , IF AT IL� "' - I I 0-311, . . . i - 250I T.- !n - - - 239" / D��� KWE,k, - - - � - I -or III . "P?N- I 05. 8 Z ,qc- ; _- I - , i, - 2.250* - t !2OW•, 2n.- PANEL "I'll I 1 ISOMETRIC VIEW QUAIL - A .11.4 w- , � 1' �. . i I _ 1* N ROUNDED CONNER * CNIES or PANEL'S I - - t - � 05' - ;k2S '--;-' - - I Tali: -2378 - _ END LIP W1 HEMMED EDGE I (IN T S) .17s, IN, AmTrom RUAILJ I ___ - 2.500' I ' I ". . I r_1 06-r I -0 I I= or PANCAL (�D M HOM WASHER @ KEY H= AT PAN - -'- I i P2. 3.750- ._ ,an- I I I") . 7 2,124. 1 -.750' - I -1 �091. (�) 1 3105-HISS ALUM ALLOY � IT - ­.T25* ") r- I 1 - r$13* 1 I . 1 � � i I IF SCIE SHEET 6 "a ADDITIONS i L"n"'C", r Rim LINIFE. Is I I, OKI.". .... . I .= cm�C?�m I � ZLLpdLl_,X I 2SO 1 ". ;L. . � � i . I., � I I T ­� - � .- - '93 . - 2ur - MU, LENGTH . ; - '.. 1.118, 2 QQQ. 125 a -ODD .11 A .a.;- I 1 37so, . i I I Ll I i ! -0 t"'ll'), ILD , cz5l I t 1 1 , : g SLEEVE J'• MAX. UN @ A"= J- M& (9 I @ PANEL MWER i I i�q* - 31000, WA, - .1-01P& _200, OEVIAW 4 I� A. L ,e . Tr!z;�,\ , ,; , �� (I 114- WIDE) I . ,,I. .;"- 7, , '97, . �_ - - - - - - ' IRI I - FI10- .70, 21$' WEI - - - 0 , - i . I �_ . 1,1*� 660 2�000• " II , (USE ONLY FOR E-Z HANG STOW PANEL � 1: '*,i- ­��Iim It - If 4., - SYSS") 6063- 16 ALJJM ALLOTY I 4Q .-.-, �,,4 ,IIi i : - . S - : % 1 � No. 44167 - FLORIDA BUILDING CODE (Non High Velocity Hu. Icom zormi), t' I . I ,a-,- ;� T�. ,--MIN. I, MIN 0 ? Do. 20 1 '2�r ;�. I I I T. 101' T 4-I L -t. ow - : , , e ik - 2 OW - � I .. - SCIT WOKE"S 3- * ; * . 1 .mme TAmm M. 24 GAGE GALVANIZED STEEL STORM PANEL F.I. I DNIM"i IFY ' :* I­T,�) "� . XT S -c"i STATE OF . �- - I - - - - . _r virfaill, - - , IF '.'Oi, i Vil. ii ' MN c " \ MOBAL PROTECTION MI LLC- - 3 , �� - L 204' - I .; IME7"O.Ts. . __ I_ - , � -IF 11 �%i ,,4 III 12EIII � CO.Pory 201 MA - - Il �/%�Im_. - .. -. A 1. AT � Diat I ml. I 1@3 BUIL12-OUT -F (f)4 BUILD -OUT AT TUCK g & 1�0 WASHERED III I'll - .Z. ja - pica? - , - U-4 VIIJJQNUT . - - ­00041i; - i THaVE -)�,� I- I FAIL f�)M-.," 20-175 I ��P�l - - T1iASiK ANGLE If ( I -.r 1 m,rTY3 PC Z./maim"mr/wr - - 1,,, .. =,: 1 -4, H I - jaiia, IT - ______ , ---------- i _____ - - - INSTALLATION DETAILS FOR SERIES 2000-_& 1 000 E-Z HANG STORM PANEL IS) I i INTO EXISTING WOOD STRU TURES - -­ - ­1_2 ;. , � [ I si-_, 41 5, -1 C A, � t , I—— - lilr�lv �Ttt -, �___,I� I 0 � �L,K,EA -1, ,L1 I. :21- , , "I c"i I . F'I, �.,. - ,�IAVZ �T`TIAI'. 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I x � ,, - o Ill L .1 IVI I i, , � Liei i � � 11 ". 2II-1. - ­",,� IZ !�I21- , ILAALL4I.- L.LK.Ti, TP - Tc I �-,� IF �Vt ,.'.'I ', Ff 1, � j A, � � . L_' . , _��, A- iFq III I. - ,,, - - I N .11 .c,F'RA f I , � trM ; _�, I _ z, I �_ * I- I" 1� I --- � j..... IkSIALLADON �- ---k-- - - 1 - �1. .. - ­ �, � A � - ii, � , -I- 'i-I " �r I _�:i� I _- - . 1. - L!,­ �­,_ �, ,, r � T�l - 'W I . LITZ, k­ I NAT.-i I "W"', �, ml AL NATIVE Z' I - . I , ­ -, . ., 1*90 - �`A" "'­_ I __H - ____ - 1'�,, III "Rf � ,TAjj � ,,�'_ , � " - r_,.,r I 11*1 N,FC-041, �I�,i' I ALTERNATIVE 1"'N - -IT - ------.,I scAt I/-'4r` i I Sul TING � --- � fl,=R TO CEILINC MOUNTING iNSTALLATICIN 11122X* - 1WALLADDIN ALIMAT[YE A"W. I �-­,.YILII, I, ,I, , LN.Ii, ,L� VI � DIN, 71 j I ITT '' � -14 IIIIII-It"11 iI _D-I, IT'. Aril V i'� L14.I�, 'LALT - - _'_k4 � " -86 l. -',3 PII .11 "O&C' III L-l' 'L - I 1. ., � - q4mmli!!!� I f ,�t�. T;i ,I - � � � , 8! ST., - T; I - , ;-----fq 1 I " - . ., � I FW �1* AV,1� TRAE't ��Ti, �131 WI .IVVI 1 � ,,- - , " - , - 'I . ­ , - I A,-. -,, , ./ t_11IT IA lu"r �, ' $1, :" E,� - 1 ,.! 1 , r . ENs4C. -., _. ,�,c ­,� _' t�t - - . . . - T,opzo. B.'LO-C, cODE .,H,9� V.!_11, Ku,,,-,. Z-) Mm Ul � . - - z : .0.4 157 7 t wr 1-111�"`G-13,7 N 'IIIII�. 5: ,=IF ,'I'll, III,- t�, (4 l, rup �, : . - �_ III - it' GAGE GALVANIZED STELE , , k z Ai : . * z STORM PANEL 1 "K ,i, - ,�RT_ ,�` - - - w - �, I: A = .E, .. ­C, �,,, r . I " -A I, 'L, 'i-4 , � f ' . 'O A T�� iii,,SF 1 'l z . .- - I- -___ _­____._ ___ ___ ­ , Z_ __ ��_ - -, , � 'I* - . j�o !, rT ;. I - � S74T OF, 41z;?1TIiiI - �, ." ALTERNATIVE TOE ALMER _11tQQQ_fVAA�­ - , 111LIECO , GLOBAL PROTEC N PRODUCTS, LLI'j - - ,�.!� n;- - -_�Fy - - , Inc ' ., � PROTECTION I .,.:. K, � - _ _,! � , . ke� - - "�­ i ""4,"� '�, . _��_?"�_­'_' .- 1I ILIFTAT; . E-�Eitrq '_�.� 1� L . , r � Z _,:�� - ' TI A W, 13V VI�11 1-1. T" �_­ K - 18 LOQAT2D _ L, •� , 'e " ,� 47;,IIII.7,�.- .`i`LiWi 115"WINI Ill 1� - ­­ 2C 176 - - - ", I -- --- - I. ==i-l"'111 - - - T" s" - ,NST-Ti.. � 1 Ili 'I'LOIAI li'li-I I. - - I'll, � - 11 I- -�, - - - - , -­11. '. , I I-L- .1 I - I I- 117 I I -,�_ , N-I��-t- -12 I � . I I 1, -a!a , ­44�ql :q dA I . ___ � . - . , - - --- - - - .- --- E3J0 PRESSURE__ - a + 2/4 r 1/4. 3/4, 4/5, 5/5 & 6/5 fum SINGLE P - FOR REGULAR STORM ITT S1�11_OUTLE ON I Ilo'l W/6. 2W/6. 3W/7 & 4111I j - _Lj AIC4011 ( -- . : SHEETS 9. to kit) tCI _ 1, - 2 INU&UABON INTO POURED 01ACHM, CONCIMTE BLOCK & WOOD W I - " MIN [Ljirj�U=&HMAj A ___ - ; ___ __ __ - __ - - ­­_ __ � SINGLE UKLS(I PAN - _,__Ch 0 C, . - -.,-- ___ - - --- ''. .� . ---I------ - __ ___f AL TOP QR-29LTIOM Em VI _TpAcKa_"_j;_& _:L4 Q8 D. M.. 20, (�). 40 - - - : I I -I----- - - - ---- I I . I WITH TRACKS _2� "PI- * DIMI MOUNTED A LArli E±ID* -F ; I . � � I F­ -----, - -1 -------- - ----- - ---- �- --- - ­ - - - 1 - - . MAXIMUM PANEL LENGTH . L+' OR %-" (ft.)O MAXIMUM -,S-O CONCRETE & WOOD DESIGN PRESSURE RUM LESIALLATAR-S t Li - 1) (. - -) - L, I -L;--- "a W-II" 121-01 "iso . I.. _1- - , V-8, jj_0 - _8_ 11_- - -, 0-I: - );o ,a --IV, 10*-0' - -0-01- p __ 9;:01 - ­-il�F­­ -.50 . -- 9, it- ­ p' __ .Sao - V_ 1. - -a'-- A'-1' 550 ,_�' wo -&-r ff-j I . 010 ,,i,,,,' IT,- " L 70.0 1-8. .1-,u, __ 750 --- .•--:-,- --,,. - 5* - . 6 -,o - - I.-.7. 6._7. .- - - 6,75- !I�?1-7io�_ too V-9, - 6,-r - -_ - - no -_ 6--p- - - - f'-0* - --two 0 #'_5� 5-11' - - ___ ,aa a -3- - - . , 5-9, - . - - __ sr�e 1100 "ic, - A SLIT* - L IIIII __ __ I 3-5, I L LENGTH MAXIMUM PANEL "L+" OR `L_1 011-) a MAXIMUM A,SO CONcAC_ a DCS,G` PRESSURE IOITENG PST-TVINS L4 L__ "10 - T4% 4' 'I.-O. 2-30 ,2,-Vl, 7, .- '* _ 310 - w-a--_ - - lo,- 7. .1i o � 400 _,T;,-,0- P'_6' --p-q- 5I I— . ilso - - 9--; ®_7. , "a - III 7' - d'-2' - -5 5 0 _ - _ _ ",-,, - - , : -J�' - , -2, . "-2' _ YV 0 " k' I ", - - 0 - __ 1 ?'-2' - __- - __ . 6 :::,6F __ __ Sao ,:-a. - ._ !-5- 950---l-0, 6-3, . ___ !!iL d.-P. - ,, f. ___ "a - 0'-7'- r-31 6' 10" - 5-7* - -_ too 0 I- 0 - - - , - - - Ilao . 5 -, 1150 ... I . ,'-, O... - frog - - I -A. MWI S1 ON TO GLASS SCIIII 9 WAX." I,N", ,ENGTm . : =­­ WIND SAM 4 170 � 0 , i Al 0SAME, 170 III IT N --- (") ��STX,I - No I RESTRAINED I k.WRIESTFUJARL, j AII , 3P 0" �3 I- 1, � . I I - - - - & I,.- ,.!C!IO_.i4'1_ _I"----4i--I*__2 I/ _7�� Y 1,`2' - - >1,Xl To Hai 7 ,,,2' � - I . I' I ummimmi PAwn irNrTM firil FOR A amw MOUNTING CONDITION U4 1 I I I I I : I i I ! I I I � I I I : I I i I I I L � - I r. 1 . . � - I . - - I � __ I � I I � � I . � . . _ � I . i i - , 2 I i-1 , I I � I .1 . ! � 11401. I I - , - I Aw � . 1 ,ql�w I -'- . _ �_ .- - , --- I I l , LNI TED PANELS � (.-ct zr,_­', - - . : BOLTUE, PANELS 11; I /Ali: .2�. I - L iE ; its .S "T. ." ($ 0 CA PlAFfi: ART 2 I : � AP`FjrCAW I) I I I i I I (SEE V-VnONS AS NRPLEcNI I I I I I 1 1 tj , I I I I ! i I 1 � 11 I, . I I I I i I . i ` D.M..(3)_ 40. , I i ' - L ' I +1 - " . - -.- � I- . - - I � I i I I I I I � � ! I I I - . � � -I - I i o ,;A-' ;j* I I I' AW. ,L* 2/A [*IT /4, 3/4, 4/5, 5/5 III 6/5 '. MI W/6, 2W/6. 3W/7 & 4W/7 - AHC«ORS tSff SC-EJTEAAJ ON S-EM 9. 10 *1 1) - PANEL� LT ELEVATION I IN Ti I GJR7, . /.' At. W q IV:i, _11CIUVI .1 nV_1 TII - ... TOP I DIRECT I . I• . •, I 1 . - i, I ,5^x, t,* S, UO ' , - -a,.7T.,,_,`, �r YRI A I MOZ, I "ID'Of .C.-CEI, 1 ANGLE T .1c. , =I I ."S'C j �mlx F � - DIRECT I" PA W.- 4_11, ,%? . 1 35- 5.., ! W, !C, . -, __ - . 04 � I'll is m I 0 MW - ls. --'- I $IT' 1- W - -12 . -��o it., - I ­­­ ,12- 1 - I ----t "- I . - - .�_ - - -, L�­ 1 7 .32' -- 2. ---,- .- - , 1. � - : - ­­ 17 . -1 87" -- 60' , -­ I W -- - - ____ M. L I - L --- IS 1, mAcK . 60' I K, - I I IT C-OsLotm w %S, - 1 , ". - mm - - , L mA ---/ X, CC- ..- ,I__1 1 SECTION A- , 1 NTS - NOTES, --,-,- I � 1)(1) 1. �l =�-. ­- f -I :NUN ,I- IVA - �. -_ TIT .1DFI-7, I L- A�'ONASLE PAWL LfI FBI A OWN NEGAIVE AS U DETI LW i (71 .40CEDII TV LI-IIERMAW NAXIMI,TT, PANEL LENGTH rVEN A FOI "D ClKN LA�, DFITFRIVINE YAAi,AmI PANTI, LENOTH . FRVU Til',14.1I WIFEN A 'IEIL't AID iX!i�I4 ,IGN 1 DETRINTPE 'MUM PANEL LUENW.H ­' Ill- CF,Er I ,. .1.1. " PAWL LENGTH IS CORAL TO THE MALMUM DEYERTNEPI PAPID IAPGTMfl. 13" � 3 1 , - " -. A" -, , '33 - S-Er-f SP­ F­ WIN PANEL JNGiTh FOR POP0501I C-IiI ! I i CO WXrC ARE LAIIII) TO 195 IIIII MAX XSD DESIGN PRIESSI,Rf RATING j I . . .,,,I,,- -77 7 - . AT, ' * " 'm VAX k' D OFS" LGAVS A - --F, J�GT�S FW j 0 . INI , L, _, IT,, il„ ,,SIFIT ­ . I "I V V"Ut"I '... `, FLORIDA QUILIDING CODE (M., Kot, Vill-Ity W.-I - 2,II ,. � ,, --.---------,- INSTALLATION -DETAILS - -- _­__ FOR REGULAR --- PANEL-J INTO WOOD STR .-UQTURES I I MCIL,QRL; � I -III (SEE (SEE SCHEDU,LE ON �I It) i --,=- ___54ru --4 _ _.I � *OW HEADER - r2 I MOOD AMQH5 REOVRED __ h 'Scl _a_lE O ` Imo- Siff- IT) . ,`=m= � 1 Ail'" I,, - I O. 44167 �: I "PlO. ".NW. - - 24 GAGE GALVANIZED STEEL STORM PANEL , I", _. I * � � Z2 � IT I TTATf Liz ,-j,�, -��- - A/' 11LIE C 0,.t "'i GLOBAL PROTECTION PRODUCTS, LLC. 01/1,/mam " RID .1 .. , Ir, jl-.� 11 - - - - - , - - I 11" t - , ­ , ­ TAX �._, -LITY, . -175 20 , ILL _,� , ILL _,� iii- - - - - 1-1 * __ I= I =17. I- -­ - NNES - t_!�I;,l _!�I#_ mirim, � ,_.... - 1, " 1 _N" l I'Lin - It 44167 I ; ; 't, WV'; , I I I AWL "ItNUIT, i ! 5"C(I 3; I - t I I I. I : t PLATE -EOLIIRED 111- , � I I - I I i SFPAEVIIR+ 1 ; I 1�1 � . "I C�IAS- i. - 'I (SE ' SCWDUL' I I 1'. * I lI f,,lI 3) 1 I I !sE,I , . L ___ i - t " 11 -, , %, U. ( �I 11 It , � rL;,:NEL.`." I I I i�X, SHEET IT ION I : I I I I Sol SPACER @I 1 � 5-I ---r- UN.-H - 11 � __ � 1 1 - , -c i -, ! , , 1 I I A _, E&I I � -1 1-1 � L I i 7�l_ - - I I . - . a i L I � 3 ,C,`_ a .2 1112- I _TI Ip"I -ON- S= C-A) C1'C_(SETI It.) i SEE NOTE " ENI ICAO OWWKM TOR . � ! '/2' LONG SLEULT-S I I PANIFT' L-;' "MAA TO OR PANEL -'I � I I mim rirr LTrI ,IN ,,,,ril, m I I I - I i ­ DIRECTMOUNT W,' SPACER I I I ALTERNATIVE 2W' _ I : I .1 5A SCALE 316. I, ; I `NEE 'Afird # 1, Lm SHEET 11 FCR III "WI, _fliclks & I a 12 1,i�' 01� D . p ,I MAX AS ZTILSLGh LOADS FOR THIS JUSTAL-LA77.10N . I � I I - i i 15 VAX .1 _1=5=r_�. - it I f - I .j. L I __ , . JI/. I I a �2_ T12- 0 C j - I I - I I � - E I 0 I, I 0 1 --i I I I � WOOD MC�ORS * 'A NQ:1L , � Fb , I I I SIIACAIPE� III 51,, - I I . 1___ L_ - --I . ; , ISUE.S'17`�F CIN SINICIDY TV .1 AT I 3'r LOoC IF 1­1 " fl) INSTALL"t- a 44.0 III . ONE - 111I.A.Dalm ARN IV-0, 2'.4' ATOM I _(K *11ZE. . An V&lT .00, HUGETT (THIS IS A WITTAKITair FWM ANY, PLATE ATEOGIRIED - � L � PIROM Hrw OLWAX� 1 .4111M m %�m I I), I - L WOOD MCADAS �,.Ali ipljmom� To alows Amilevicti , . ,�*i4, III I STUB , - . STINOCCRED N/ ON WITIT A MAY RE ROHIM M IJ4' AS I P IT) ANC --oft 0ONQ THRU :�� a OVAWEL mil"I 'Elma ic 011 I I (liff SECHFOLILE UPP; AS TK IOUAINIAG CONTERACAM Aft - I � _A*E PFQ,ARiu PANEL VATIC PW_% WAILL ME SPACED MARINA*( 0 IT TIC Ot. : "`a, : "l "I 6 A REIII. - 17 Iiir - IPPACING ALLOWED ON I - .) I 1 (1) MAXIMPO AM PJXSWK PATIONS 0 -&G. -4d -1. � (Y - . U" IAND. ILNT'. . Loau 10 "* Al AN, (THINK � I I '" COVPUES I VHXF IT A PICTIANCTEDE, Pliama LAM" PANCI ,T4GT`A AILLOPER ON I I o) FEANANA, EaTINT PNNc, LrAcTEL 6 WALL MOUNTING II.ExAf� III. T,) I 72' ! Z _D18fr.L=mQm WALL MOUNTING I Ill 510PAL FAND, WFI-101. is oft, ALTERNATIVE ZW 1,`2 * � SHATIA C0`A`,,NL,`P jim XHIL, BE NE .P-Tm - � VT 2 TRIT"Lli"Oh, OF I 1/2' LAIM, IPACVR III ft VERY ALTERNATIVE I i - - VISTING FAXIV PRAVE - CA" 3.46. I' 1. I - �: SCALE 311F." �� W Pa1I,4i.A,PiR a" ONLY VIA PAND - ,� �._ XMIT IHE MI oll"C'Eii? M Tm I'LOING. . ZONTS , . . 3 PER - F .1,144 com i IM-ft vollitillf"A"I", I - N, - - --- - - .�t� &I . ' NOTM J# _,.-"\,\c NS ". */ . e FLORIDA BUILDING COD`L (N­ Mg!, Vw±ccitT Mucri,­0 Z­1 II : i NOTE F20 III : NO. 4416 '- 4m I AT20 !Mcm. - GAGE GALVANIZED STEEL STDRk1 PANEL , ,,_ , _CQMffftAiI SE S 1 iNSTALLATION ARE ONLY VALID FC;P VAX AS. I 11 DESIGN PRESSURE RAI GIHS z - 24 AS PER F , � p IT Q AND PAI� E L LEN = Tir ; * , * � . --- , TOP & BOTTOM PILHUNIINC5 CAN BE ,CHEDULES ON SHEET 3 ��XCFPI FOR = . . III I ___ __ ---I--- ----..I- .-----.- - _:�'. - , ' _�� t.:__1;t`__ COMBINED IN ANY WAY TO 5J17 ANY All-ERNATE 2W') � .. STATE 0'-- 4 ;--­� I., i' I I L I E C 0 , IN. L ,,., GLOBAL PROTECTICIN PRODUCTS, INSTALLATION , - '. - ­­ � _,- , %,- -, 'Llfikli- 1� ­__ - I - .. , T_ 2 FOR NfT* WOOD FRAME CONSIFTI WOECIJ� J_. - . ...� - "� _.- --IV.- - - _A . A. IXTAE IL 1ILTI4 1 20-1 5 �T I .,. -:EN` , Y4k ,&/ F;�a -.,,-- 1. _­ ,... � kP"OPIXI - t"-�-$m, MEMBERS TO BE SOUTHERN PINE N. 2. IN/ SPECIFIC 1,6 f V6 .� I __ -T I DENSITY or or" __ , -_ I, OR 7OLK f IT I III � IF AT l`­L"_11A`E I.,,I` I, IE -,--,-,- - --- I III -1ci 44l6? -El 27-s-f! �_ "MIT 0 .!� Is - IL;m_j I "I I JILL, I SUPARAVION 1__jTO -;LASS - I (SIT SvNiEocm I 04 S-TEI 3) 1 l I , I I I EXI'SPI I - CLASS -4 i I 011I : ), - I . , I ) I I I I I I I 0 1 I . : . WOOD •tEACSR i I I RFOU'REn I . 1 2. . : LIT, E� � 1L_L�. I ,__ I - � I . I 'I MAX ( T i Lf,0I, II I (,roic3) I !'.,�0. SI ;.1 :I WTI (HISS Tom ilm. SEPARA14ON r rXiSTINES 4 0CLASS. I ( _%, SC.LOLILE I I GLASS r I DIN SHEET3) : ., * I - .. I - I. I Il_', ____ I 50% . . � I or I., ,,O I I - ... r .,zEN8?AL NOTES f__ 2 (c) TQ Liv�DNC 006W� SPLJUA; _904111_.�Lm -.0.51*-9ft; I SIDRU PANEL SHOWN ON 111TIS PROVI CTAI IIATETP4 OOCLWNr (P i 1_') HAS BEEN VERIFIED FOR COMPILAIAU IN ACCORCANTIC1, IAPEON ANCHORS, AS MAMUFACIURIED ITT i.1 IN RI X. INC MD, T,ifi 7(20 (7in ED7,ON) or THE rLORGIL OU'LI)IN - Coot THIS STORM PANEL SKNI NOT RE INITALLEC AT I" r - )I*- 10 PAPELSOATIE FEMALE if) AND PANIELMATE PLUS ANCHORS- AS MANUFACTDRLD III, E;LCC CON:5TRUCIEDEF PRODUCES TfL`A`­, .-i-E c<,,i- (­­ / a- otu-Es) _ I/.-. L5c,W:,­ PON, - us L. Dr�IiCiN WIV LOADS 5LIA., �A LOCEEMNED 15 PER SECTION 109 Or TiiiE ABOVE 61ENTIONED CODE FOR A a11TC AND - 7/16'0 5/8' WOOD HUSPI-ING, AS, VISIA149,11ED ITT ALL POW. SCREW. 001-T & SlitcIALT"I CO $PLED A`REQL*E-^ IIP IHL ,.LTIR�ZACTKAN WHERE STORM PANEL WILL BE IRSIALLED, AND fOR A DWC1lOk%.T'f FACTOR iIO-DID5. IISIIG ASCE Ji� If, AFIL .K�l 1� fll�'Eli "A VAOMU. IA,SD 0 DESIGN PILESSIATE RADENGS TEADVI 0- SHEETS I - 11�j 17 & It 13 C 0 M1MAI DIATEACCO "ENETRII INTO WOCED at ;APCON ANCHURTS SHALL K I lo`"J' AAK.1 2* "OR FLCO PAINFLUATIL PEIA ANO PANEtJAN.E FILVAU IV IN TTEI IQ TEFENY FILE ARONTE C!fANVF­04. LILITUAFF DIESIGN WIND LOA35 CEICRIMINED PER ASETT ­6 SHALL DIE TORSI 11,%-LO TO AS '' SIGN FrNS1L_RF PATENT; BY MULTIPLYING THEM T, 06 IN CEDER TO COMPARE THESE A/ MAX (ASO ) C,2) ININFIVI THREADED FLINETRI OF _.G 5CRrW, 01TO III W= FTEAME UNIT 4i,ALJ_ BE 1 1/2- NO I.PJADEV TTESZI, P-171'surr RAIIEII INDIATCD ON F411EIS 3. 9 F4FEJ 1. A 17. 18 PU%ETRA"Oh INTO STUCCO SHALL BE CON5EVERED AS PAW OF TTI REOLMM IlEiREACILD PEWETTRIVION N C,­_,EP IV AR;,,. ,HAr Am,�i.rlw. uA Tills P E o AS TESTED ACRE N07 OVER S?KSSW. A 332 INI ASL ill A-LOWAIPE STRL'S FCR WIND CAL'S WAS ffin TJISE� IN III ANALYSIS FASYEENFRS `iPAI TOO WI HAS BEEN OFTERUNTO W C.J� WWVU MA 015-IM'.1 OF LAC SCREWS, �EIYC WOW SELALIL ON AS INDICATED FEE I'TiS CATIARING ACCIUKTANI All, 135 Z11I ,j,RU PAII . A,C,�'r FOR %APACT AN:) .No RESISTANCE PAS BEEN ITERIIIIED Al AC��'OPDMCE 141,i SECTION 16091 2 Qf C il� MINIMUM PENWITRADON OF WOW WJSEANC S,DYI RE t/T' 1/4' v-20 SGREWN, USE0 S�j K I. 1/7, LONG MIT13MUM T'If AIXTUILIL VFKT,VITTD CODE AS PER MODITCAN ICY' L&S OF $DUN FLORIDA RET-10" #"�401-01 M40 EIECEI AS SNOV,D STUCCO EXIST, AM I' MPOWU04 FOR WALL.$ MTN No STUCCO "I �VO �," 9� 1 -1-1. C 3X-OZ 5­AF-. -0 AVE-1 ILTTI- �AIY 54KTI- 1LORICA ROTTLATT #­�­ .. .o TT_ TAf­20' ME, 7AS-203 PW,'XP�S AND AS PFR ­CiJLAT;ONS PERFORMED LET ACCOADAMCC Ill SECTION 1604 06F 'HE C 5) IN CASE ITHAT PRI STONE, OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS TIT FOUND ON TEW E)QSTR*C riOR.C. ",CANG 1,x� WALL ANDI40ft SHALL BE LONG ENOUGH TO IWONCH THE EVER STRUCTURE SETINW, SUCEI PANELS ANCHORAGE SEI 91 AS MENTIONED IN C 1), C 2) A C 4) 2 A- AAIIUINW EXTAI TT5 RE W)61-16 &LCFY AND 1fAFrR (MIS' OTHERWISE AI ILO). Eff: TLETfrT 2 (D) ANECTEGE$ SKIN, RE INSTALLED FOLLO*P,IC ALI OF THE RECOMMENDATIONS AND EFVClIXLAI1OKS OF THE ANCHOR'S FANNUFArTUEER 5 Ai! A-Ift'l, SHEET METAL L'Sit, Al, CILOSOPIS SHALL 'W"t 3105-ml4 ALIOT 4 All _­TfL ',HIP MrAL HI SHALL lI SIMUCIVRAU OVA10Y SIM, ASTV A-453 GRADE 60 MINIMI C-60 GALVANIZED 6 I'MW - ALSO PE A,ST.-_D iiiCITICTII.TTAI 1.11-44i AT6I-TAX4 OCIIA4,C SILINT. ON TCC­ I '•+RBIA'. 6 (�.dVIT . THROUGH 1) FVCW THAT WAIDERS(D k(D SHALL KIM Of USED SITE. ok-,,L.NAjo, 4/r­ 922 EAT (-TER RIL-ED] 9 IT SEA'' OF THE RESPONS*kM OF THE (CONTRACTOR TO VERIFTY THE SOUNDNESS Of DE STRUCTURE THERE SHETY" IS To BE % All "�W, To IT$ STAI STffL 104 OR 316 A[Si SCRiCS OR CORROSION RESfSTAW COEATED CAR" STEEL AS PER ONE ATTACHED TO INSURE PROPER ANCHORAGE TEI SHUTr1VR SHALL ONLY K ATTACHED TO CONCRETE, 91LOCII OR INOOD STARTS OVILDIENZ T "Co 18 I - WI T 5U VELD SIRtME, 90 la, TCFESlLE STRENGTH AND STALL COMPLY W/ r(ORION &ALOWNG COO SECTION 10 rAC- AfOULLAA VORV P-47L IT- LV,IcIT,d OVITTY W', T, pC" SECT4,05i 1. 2. -1 51 4 -0 A,mm.� I., � . 1. - 5NEFIS k 5. 6 A 7 ArSEPECTNELY. SHALL HAVE A LrOMILE AND REACALY MSMS mAAETA4 IN0~ OR TUNANT To 6 K-�TIS TO BE AFM A- 507 GALYANO-D STEEL.. OR ASJ 304 SERIES STAINLESS STEEL., WITH 36 NA, MINIMETum YIELD STFEAI SECURE PANELS WITH 4MCABLE Pt[WORCEWEAr DURING PENICIDS Of HVIRRICANIE WAft" t AENCII_.P$ TO IIAL1. SHALL HE 1% F:�JL,TI I' THE INSUILIATION CONTRACTOR IS TO SE&/CAkSL*( At, SJ4VItLR COVIDNEW COOTS WHICH REMAIN IN COVITINVOUS CONTACT VAlm THE OUkDM TO PA[YENT WIRD/FMAY *VMLr5AON W TV W KTN; PQL= CQ1,KR[7[ - - I /. . I-- �,`,,HS AS N-VIALIL-0 a' I, . MT&Dt.. - I- , ­3,tiz PAT) 12, SICRIO IANCL 11"i"I'ATAXii S­ `;0.P11 Mi. IS"- ATAII . 1.3 DIViNIT.1; �_,,Tl -1 0111CIA4, MK, 4_,`K` _,:i,,,A,I - 1/1' LE , 1;P_ ZALX-Ild W�HCIRS. AS MANLIFACITARED FIT DFWALI INC PROVIDED EN THE JURADEC-04 WHERE PERMIT IS APPLIED TO - 1/4 . IF . 3/.' SOD:,] -SE' ANC -ORS. AS DISTRIBUTED 81 ML PONT SCREW, BUT & SPDCALEY Co "AL. 1'­X� ,I 1 3 (a) THIS PRODUCT EVAL:JAI DOCUMENT (P f o ) PREPARED 81, Tin ENGINEER IS DEAEW MD VOCS EICT PRO,IX WFORMI - #14 - ITT PANULMATE FEMALE 0 & PANTILMATE PLUS ANCHORS, AS MANCITAMIRED BY ELCO CONSTRUCII(I PROCAICIS FOR A SITE SPECIFIC PROI � c WHERE THE SITE CONDITIONS DEVIATE FIROM THE F E O . 1/4'0 �AMAC WOLIN ANCHORTF AS MMUXACYUREG BY PIEWI 44C �b� CONTRACTOR To IN RESPONSITILZ FOR THE SELOCTIC04, PURCHASE AND TiSEACLATION TECL6CAAIG UFT SAFM of TIMIS PROI A-') TALIALLAd EMBEDMENT 'W EATHCON ANCHC05 INTO POURED CONCRETE SHALL OF 1 3/4'. 2* rOR ELCO, LITMILLMArE AND EMISIU Olt THIS PE O. PNVWXD PIE/SHE DOES WT DEENAIL ffloill INS CONCF11QhS I% jAT,fU ON [195 DoLLNNNj . T /1' iI ZAAW NN--.N ANCHORS , CONSIDELICTION SAFETY At SITE IS THE OOWFACrOR*S RESTIONSIETTLIT, (0- THIS ITTIODUCT EVALUATION DOCUMENT WILL OF CONSIDERED WVAL;D IF MODIFIED A 7) CAJLK 44 A SCLr 7.1 ANCHOR', SHALL a[ EMBEDOWD 7/6" INTO THE POURED CONCRETE. NO EMBEDMENT INTO SIOCCO SHAT, K PERMITTED 1/4' P-20 SCRIM LTSED SHALL RE 1 I/2' LONG WMWLN SHOULD STUCCO EXIST, W SITE SPECIFIC PROJECTS SHILL BE PREPARED In ' A F-Lo"ICIA RE(OESTEREE, ENGINEER OR ARCHTFU 'ARCH Sir H mcultr TNT ATAD I' VIfAAi­ FiW ­­ IF11, HL) �II MI WI OF HFAI iIIMITINTS OR Mi. THREADED WRII */n HEAD, FiNCONIFT, OF RUCCLEED (I 0 . ` MR THE .ikI,*CT ANTE WHO - W REST F,`IiII I-F DFIT WI III HUTS PROPER USE OF THE P ED ENGINEER OF RECCAID, ACTING AS A CELFTWED DiGIFTEEN TO IK P ED ENGINEER. SHALL SUSAKI TO 'In LITER ITHE SITE SPECIFIC OPAWPICS FOR RCIA17110 AT) N 'A',E T-T PRI 5PFE, PREWt CIONECPM PAII PAVERS, ',TVCCD OR *000 BOAPIr, K FOU^ ON THE LXISINC WALL 09 I LOOP, A4C-111RI IIIWI TIF LOW. FNIOLA.i TO REACH ,HE NAN" SITR�'TURIE BEHIND SUCH PANELS (*) !"S PEA $W" INEAR I"L CATE Affo ONKI SLAG ME) JIGNADIEL M THE FIRO,L�Sbxill& A��HQRAGIE SHALL ENT AS WENTIOA& il IN A 1 1 MD IN A 2) CNIONCER OF RECORD EMT PREPARED IT I Lll�""i, "FTLII�l �,�" ­­ wEF L�_w I,,i ,I� 11 NA,KJ� - ACITLANNIL LAW. �, W L�.TED - . FLEFICILI LLIALIFLZ LOCAT,,00 AT ITITTIP. I - 'Hi'ARS AS MML OULDEX INC TAPICEN ANC LAClL%fD ITT PANE. SHUTTER IN ACCORDANCE WITH SECTION 1709 iti! 01 FLORIDA RKDRG CODE ONE LABEL - �/:" : "Elu. / ' . 7/R' CAL-11, Mif-HOORIS. A� A&MIXAC'. SIT OVINALT. INC SHALL K PLACED FOR ETTERY OPCNING LABELING TO COMPLY 11474 SECTION 17099.3 Or THE - -X� , ' - . -STRI lif ALL POINT SCPFTP. MIT AT SKOLAI CO 1/4' S ` ,FT MI,1TI k5 D -D FLORIDA BUILDING CCEE I . P&Wi MATE EMALE JU AAAU PANCILMATE W.VS MCII,I)AS AS .Aj1UrACT.,JPEV Ely ELCO CONSTRI,iCII P1120iIIIIIIIIII08 _ ;/:'VIV1 ,k*\ IT - �I' - 7AAW_ 140VIIIN MIEORS, AS MARUFACTyF?Er ITT DEWALT. %C __ A .,�',9t� Ai:. !17I II P� - ., -, V"VL`m EALFEILMINT ITT, T4W_.O,, MCI.-'m rLCO FAMELMATM AND ZXMAC simum mc"ORIWO THE ,\�GEAIN ,­.!�i FLORIDA BUILDING CODE (Non High Viii-Ily HWU ark, a " Ek,1,A TNII lxI,A,t, Fit � I-* .. �, �� - IY .'.I-'.' 92i 1;ALIL - & SOLD Sf! AhCT,iI S,,ALI BE EIII 719- ,NYC THE CONCRETE BLOCK DNIT No - O.xm,*,44 S - - - I 67' o t 1 i1il . ...E. STEEL STORM PNOU - 1, If SEDLI IlL ,;r,RkVTzQ ,YA' 9 -�O �CRDNS LSEC SHALL IF 1 12' LONG MINIMUM S,4OULD 'i to EXIST. * ­ 1���___�> ;_____Nc - I a \ \ GLMI PRO MD I MWALMLIV TOP WAI WITH 40 SDxco S1, STATE F . - - - / Urco PROTECTION PRODUCTS, U.C.-7VT 7i . __ I a ,J1 1-. 1:.Sf - Ffilf,,�ASI SJOPI DR JLRLVA- CONCRETE PANJELS, ,"'I OR WOOD BOARDS BE FOO At OR1 I I - -N 0AA /� T_ - . c� Quit- Afta Sr 11 � , f-� LTI WALL. ANCHORS SIVA, ITT LONG fAJUJrA TO REACH THE TANN STQUCIUkf 81H14113 SUCH . ,.­... zlks./'I', . - .. - - ali'll. III. WT` . 1:1. ___. - [_AN*__L ,_ (�)�-on? 20-175 .,.N - I -I % + AX-1 -.EAGF SeA,L III, AS WHICNED IN 9') MD AI 8 2) IV AL , .t­!__ �21 - - ___ __[ - '"I""'I #P#111 . IT --.. 0I sm"Sw%pubUt "E. A 'ILLS A. PC 11 1I I V to I . INSTALLATION DETAILS FOR REGULAR PANEL jf) I i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES � 95TING POURED CONCRETE OUSTING POURED OONGREITE " oY OCILiCNIC ftm. ITONCANCTE Wait. I lr�.,. AT: Y, I RECURRED.I CONCRIE"T MC.OAS I CONCRETE ARCHOPS , (SEE SCKDm ON 'SEE SCHEDULE ON , j,� - , SHEETS 0 THERIONG" 10) . %, I J�, , Elasow, POURED P.TSM 9 ,,,P000, To "i., rr , To) I / I � (:i�) CONCWE on I'll � - ,jj �:: 11 - " I f cowcam 11LOCK r4) ./...-ml- � ..... I - I I , ,/7' RIECIARIT) I " '/Z I ,I/4- � , 01/4- 1W - - , I - ., A III at I __ "a , ... *0 . - CONCRETE ANCHORS 1, i 11 IT � I ' ' , I'll : . (SEE scmaKA.E ON � - - I It i E.D. ; SHEETS 9 ThRom" 1 O)­'1771� I : I , I I � 1 .., ; 1 _�44:: i I I 1, ,l I'll I I'll, I I I ! ,I, - - _ -MI . - � - ow. ! - I I � A mol_a� I I - -, , Fig "� - I -, ,,, ; - I , � " I ; � ��) � � 0� I T I I I It I I :-,;,; I I I I I a , 4 - �.. I LO 11 - I I i 1. Ti -!_ is I VI 11 ,�'', I r .14 �_o , I '??:�w t il,tI. I) I I ARA ECAN I SEP I" '.. � , I %E ICHID L1 j I I I- 1. Niia il� � F � 11 11-1 I inall, TAINT -, A - ^ 1 I =III : I - ^L, XI ! ,.nm. �� I : 0. SHEET 3) III; =�� - I PANEL "IiRGD, "I ON SHEET 3) ; I �..,LI.j 11 I , � I (SEE SCHEDULE a , ,L* W_ III SLPAMTION I I 1, W. It I I f ON IM-ErT 3) a : I PAWL LENGTH a I I I PI UENCID4 A I* CLASS, I I I I (SAVE scmoutr. It � WNCRI.11 ANCHORS , " � 11 T, I I ME SCHEDULE : I (%a W"MAN-K 1 ON "f 3) Is" SCHE&JU ON ; 4 Or SHEET 3) I it ON SKV 3) FqpOuI 11 SKVS 9 10) � 'J" I " it ; ; - I I i ; I - 501; � It OF -I' GfS.11,4 : ,I- �!) I I MAX =1_11 I � j : I . . L1 2 , I I I I I I SCA , I ­ 111 I 'L 4 I I , I Of- c D i : r_iiIN� It � , , . ; MAU: f ��6- :�,-,-r c � , I ,,71�,,."�,"'�%,', I ', % � :� I I , . i i . �­A"_!�7*�, . I � 4 I _�,, I I I -0 . I ` ` I . F I -r- I �. I I E.D.­ , I I C.O. �� �,,• I f L'. 1�1,_11 I I , I - ­ I i I , , I i . I POURED i , I I I - , �� I 4 eUCAINI) " vll'�, I EXISTING I - -I t__ - I CONCRETE OR �_ �, I IT $0 -00 NI I - CONCRETE ANCHORS ,j I - -•,I It. C"A"111 "LOCK I i ,,I � I I Lj - ,m, I .-I " AEO."j, I I WE 3CEITTOTEL __ �� . IV, NW 19) _,:�._D_ I/ = �1 IT ,4= IQ, , � Swifts - f I .,�NAL, _*,2v2*ftI " _ ; A.TE,�ir I W/ * DEALT mew SOLID ,._�, - i- - , f I : FIG IMOLLA, - � clf� SIT 61.�T"./X_" ! 1 ARE N EXISTING POURED CONCRETE I ALTERNATE CONCRETE FXKTINEC POMPEII CONCRETE PAPICLIMATES APIC OR OONCP171 BLOCK AL-IDITS CONCRETE ANCHORS An USED REQUIRED 0" c0`,CiAC`lT WL-K AL! WE 504LME 01 STAGGERED W/ SIM I SHCE's 0 1"PIOUG, 10) (SEESIHEOULC Oft I SHEEIS 9 THROUGH 10) � WILD-" COUNTING NOUNTING NG ft" MOMASidEci mam I SECH10I1 SCLE ]Ijbii " SCALE 3/0-1- SCALE 316I "Ovol"I'm,AE . .......... .. "" . .. . . . . . . . . - i j �CE I . , FLORIDA BUILDING CODE (Non High Vol"Ify Nu lea" ZOM)l I i! I •* I ' Pon kjzm At & . F.P. . .44167 - I--- 24 GAGE GALVANIZED STEEL STORY PANEL TORTEN 11T. � 2. * : . .�I DISTANCE NQJL FOR CUMNATI * a. IT 1 lr--r.- GLOWL PROTECTION PRODUCTS, LLC. VA7/IM � f-D. -, EDa %? -i- STATE DO- L:.-,-- _ - / " - 11LIECOme � am I .�" . , SET 5 & BOTTOM MOUNI"INGS � S.EEr. 9 & 10) COMBINED IN ANY WAY 10 SUIT MY .. "'tOR " .., -.. �A-.:-. ...' .... �, _IPA. - . NSTA"I 175 :*� I .-a.mIm -am-L., ,licair claiiial-'sla.'. (-a-- NPAQ_ 51104rmwrm ,o -X .L__ _- T 74, ..­ I I INSTALLATION DETAILS FOR REGULAR PANELIAN19 WOO ­ . LED 4'.8' rwili,) IIXISTINC WOOD I I . ­ LOCATIONPLYCIA"I SEW RFOUIRCD STRLCTUIW - - . ADEQUACY OF EXTISTANG VNOOO BEAM TO BE C?�rODIP3)` - 11a - CC __ I REGISTERED ENCIMELEP , C4, ARCHE'll PRIOR TO SEL,CIER �� �I ,, INSTALLAY" WOOD ANCHORS ALTERNATE WOOD ANCHORS - I' MITI - (SEE SCHEDULE ON (SEE SOPIENAL ON _ �♦ , I 4IT, HES � NEAC, -EQ--Eo- IIVUPIP To � ON I 'I S,,, ED t I) I SHEEN Is) ! ,�_ I r�� -_.�'­' "� - - � - I I l"_ _101 " IN $. W V.1 r- 1 ,/2- . 1. ". r-),- I/.. 1, L I MAX.00D HEADER. I -, - L ! I /,. I --V,-, - I I REOUIRIED ,� I ,�,SYT-i 08 I AS � ! I I - � ! I '. .1'.�,-'I.-WE Z . IT , WOOD ANCHORS I i I 2' - ! 11 11 : (SU SC-ECTOLIT FAL - -� L I I MIT, I I SHIEEI I 1) I ,I (4 : E EPARATIC - GLASS ISM I I cl I) I ,I- I - I 11 11 : -_ - .1 i (�Jl [ I , I 1; I ION SHEEN 3) I mn A AT "' I I&A SORAFEATIONT TO CLASS I _ I .* ; : ,II � I ; I TOPIC-- Laam, 00 r-C, 7c No RAANCL LENGTH i T_ rAAf SCMEMU 3 I- A ON S.tm 3) I i %* MAX Z"'IIII PAW I uni'm .-.,? (SEE SCHEDULE 011151114C : ! I ON SHM 3) -I V, I I ; A I 1 ! 1 , I I I I : [ 'I ; _Ili k - i It I I 'OR 'L' : OT 'L" -01 , ; - ; OF 1, C4, LOX ". �im MAN I �4-,, � I I --A : I I ,, I i I 0 12 ilr Oc I No F,Aai 1127 ; I IIQ I 11 V==;1: = I .IP-nic. WOO MI ALLOWED I I J_j T I I E� p DO I , _ , . , 1 - IT, 4 Ile oz. tr 14 - - 2'Xfi' WOOD "____ 2.A' - PLATE.. , - CC MHORS - i - a , . HUOREWOOD WOOD ACNHCED (SIX SLS ON .- (SEE SCLIEDULE ON li.. I SLEET II) SHEET II� I. -I I - CER IN9 AND =9 MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/8. 1' .P.W.I.W.L. ?% WALE 5/11- I" ,ZPP, - - :.?<' ..O"".., 0 1- ­` If ... .,%cEN4.,.*% - 4' 1. * % N�LTE FOR COMBINATION Of �LCi'='Y�. I � . . 2 . NO. 44167 .. 1 TEL BUILDING CODE (Non Ifigh ValacTity Hurricane Z­ 1. INIVALLATION ARE ONLY VALID FOR MAX A.S_D z *: . z I w **! 70P & Elf'I'loM W,UNIINGS CAN RE . Qm KIM.. K. Fli". DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I ', ImANN, L, COMBINED IN ANY WAY TO S,Lj3 ANY AS ER SCHEDULES ON SHEET 3 _ STATE OF .:.:, I ' 24 GAGE GALVANIZED STEEL STORM PANEL - I' S It III INSTALLATION 2 FOR WIN WOOD FRAME CONSTRUCTION. VTOOO , �;� -. ' 'r. OR ."Itz - �__�, I I L I E C 0 ..." , GLOBAL PROTECTM CATE I �11. MEMBERS 10 BE SOUTHERN FINE N. 2, W/ SPECAFIC is,,,-� �'� - � PRODUCTS, Lm 11 jl � Z _ . , ntvslrY Of 0.55 OR rOUM__ " " m "WA I no S. 1. sh, - W all.. - - - NA - - A - - , , I i UNII-AN, �-ONQPI AI "11111-II5.3, I- 01,5`000-11191 20-175 WAE_ _1t_ig! .. �M..i,m--tea, , -I a) a) c- cn -0 cu - > 0 c- -I-I 0 2 .." n _0 2 0 ) Q_ a- = CU -0 . .- CD _&I 0 a) .&I cn 0 _11-I C (D =3 -0 ca 0 - cu -0 .- cn IC -2 = qD_a 0 CL = iIIII2 3: = .0 LL - cu 0 .-II CU 0 > . - . Lo (D ZZ L_ ,6� " CL -1-0 0- - � .I0 = . - cn < OCT I 8 Virtual Re Lew Assist, Inc Plans Review co for compliance with an Imp Ove 1he 2020 FBC 3 r,difiG. by Debra An e Kfahr PX23fl cn_11-PPIT " (1) CD (1) c- -+--a BIBBBBBIP CIO =) cu > 0 L_ CL < (1) _11-I-11, 0 C =3 -0 cu 0 OL - 0 c) " U) cu " m =3 W 2 < z M < _j a - SHEET NO. SH 1.3 Ezt/tB, EVIN//S A R$ - - - - --4s€E SECTPLP, EZI A ALTERATIVE Eirr ON SHEET 1e) - - - ARA wn no±E 7 s �'.15LE , 11T � 8 "w -ram -9 PAY i- 'h `•'it MV. �;-A A'AAtl Hd• I/ `. . i.'';T A u__. --NAA _Ah C I Till-JHFA?E: PA!,;� f TFANI' r ' N2lf.N?. 5, I F L4 -}IL' `t *VJ's !•TF A 4L-c a 141 N:' `T A RP 4 I I tIII I�e• I.i.+y 4'Il,.r HP__>.. .r Vl = L.FMt'- -m'-•k th R: a € A f,_ A 61 1 `e^ Lf '°aC h T..Y r EA CP# P PAAh B':- A' FITHEF C)% I VI„ !:tr^,',:RLAP` :'Sf� S,f:'')tiS AFf:"_{CAL,'.. E. �. LKl LANFL 1 l I )At, - , { .G L TAC: `rS•.I S,,I - H LrTL , r,•i:-vu F _ "INC- ,.F_,„ i t r# r}. }�� t t� t# t_t_ t T r� f_.r_ t-}-.T - 7 •'�i A F L1 Id Ill r iA.-- 1 H A R4rTE IrutW131 o.._N(. ',,N AI-i- A ME,rA+f : /° - i_�.!J__1_LJ_I1.LJJ-LL_,NJJLLJ!L 1LiJ J_LLJJ141.J-!_LAJJ_1'� - �n 1 I • IL ' N §, •Jrt ::H L .mow::11L,r1 € I c c u u • .+ Sill hrtr 4 • 9'w.'10; SE I' M• NSTAl A I L JNl V4. C •'.N WI.!•IL' ',. ANL w �wtu IIA L, - I.SEE EZI A A_'k1n A'M1: (21. (1V •TILT 18) f f ZTjtp, i EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL `'I SYSTEM (�) ,-,CAL! 3/32.- I' SECTION A -A SCAi.t S, iG",:./" '' � �•' Tit±./� FLORIDA BUtt-DIA10 CODE lli- Wiiuh VR1a i HurrlcanR 2­;1 . 44t 6% - `T''u •x. F. '� _ 24 CAGE GALVANIZED S+FES STOiN PANEL r`u. ,k STATE Q - °"' -:atf; '� 11 L 1 E, C G t N c GLOBAL PROTECTION PRODUCTS, LLC.. F. 4 F10ftt0', ,� 'm ,�w.+�ia; ww 20- 175 a,.v2.c� •w. Asi n . ,r w;,NI e,y„-•,•, MITI ENGINEERING ENGINEERING EXPRESI10 PRODUCT EVALUATION REPORT September 15.2020 Application Nunsier 17111591,-R2 EX Project Number 20.31 S43 Pro'dw Manufacloro All Amencan Shutters and Guess Manufacturer Address: 1540 Donna Road West Palm Beactl. FL 33409 Product Name a Description 24Da Galvarazed Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evskiathan Report is being issued in accordance will the requiremenls of the Florida Depertment of Business and Protessional Regulauon (Florda BulVatng CorrK""On) Rule Chapter' 61G20-3 305. F A.C.. for statewide acceptance per Method t(d) The product noted above has been tested and/or evaluated as summanzed herein to show compliance with the Florida Building Code Seventh Edntron (2020) and is for the purpose intended. at least equivalent to that required by the Code Ra-evaluation of Plus product shelf be Hequlrod following pemLaM Florida Building Code modifications or 1 wiB MIM Substantiating Data: • PRODUCT EVALUATION DOCUMENTS ` shoots 1-5. Harried Steel Storm Parole HVHZ B NOn-HVHZ . E k drawing •20-31 S43 titled `2 a Ga ( 1 ^9'49 prepared by Engineering Express, signed d waled by Frank Bernardo. P E is an Integra( pail of this Evaluation Report • TEST REPORTS Uniform stare structural performance has been tested in accordance with TAS 202 leaf standards Pat lost report($) BBT-ASG-17-001 by BFackwater Testing. Inc L.-ja -W Impact ro6iWoh- NHd cy.h. 1-4.9 p.,formanee nee w Bee. tarred i. OLlcordeHae h TAS 201 and TAS 203 test stardards per test Iepon(s) M07-ASG-17.001 by Blackwater Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the Product based on Conparative and/or rational analysis to quality the following design critene 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3, Mintmum Guess Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106. DEERFIELD BEACH. FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMSSfi E NGINEE RING EXPRESS coM ENGTNTFRINGF %PRESS. cam Vr rVY .x IME I u a`x# 1NET-'Y •C�t.' M� 4;, l cAR,a _ xwY E•d�� C it r:.' oAu yU�u rA-jr ^n x. Y. fT� W aAI 11 .V� . MA•i: H: et L'_9VGiNF>=RANG t'akt 2 of All ALmoricAn Shutters and Glass 24ga Gal.aniztd Steel Sturm Panels No 33% increase In aAwvetlle stress has been used in the design OF Mrs product. Separation from glazing is not required for alstallations outside M wild zone 4 and essential tax Les impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report($), and E1 accorufied for In the engineering design of this product Wind toad Resistance This Product has been designed to restst wkrd loerls as indicated In the span schedule(s) on tho respective Product Evaluation Document (ce engineering drawing) installation This Ivoducl shall be In ithaand in Miner cmilpRance with its respective Product Evaluation Document (I e engineering drEwring). a" with a6 Components noted therein. Product corrwnents shall be of the mat enal saecihed in that products resvee'ave Product Evaluation Document (i a erlgirlininng drawing) Limitations 8 Conditions of Use: Use of tin product shah be in sad accordance with the respective Product Evaluation DOcumem (I e engnncermll drawing) as noted heron. ads and shall be of a malarial AN supporting hOST slrucRlro$ shall be dMlignM ID resist all superimposed 1 o listed in this produel'R respective anchor schedule Host structure conditions which are not accounted lot I designed for on a site s basis a registered in It3IB product's respective anchor schedule sh+� be g pectic by egh protessiOnal ergineer. r nit installed shall be o e,9ed Rest cmresion. contamnaBpn. and AN components, which are perms rdy W against other such damage at art limes This product has been designed for use within and outside the High Velocity H urncane Zone (HVHZ) Resivelfulls. Frank Bennardo,P€ ENONTEERIN 3 EXPREse NPE.(KA6549 Cc" Auth 9885 rHe�e N • L I -, W �n4.. �[f.NY Trrs '4L1� ATL Ui ,Pr.' 'lie tIJC , _ �U, 1•' n - , sr-•i YA4U itf3WR S�RDN E �•C.��- slim ,r •7. a-. r'1 Y. II IMHJwInI3NM . 160 SW 12- AMFNUE SUITE 106. OEF1f1E10 BEACH, f10RID♦ )3442 (954) 354 0660 1 (066) 396-9999 TEAMAAENGr14EEPTNGExPATSS.CDM F.,IGI%eERIN O EKPRESS. CoM r' VA'1:Y GIs: rA 'ie•, rY a i1 I,c .r . H1s,l Cm8i6IROG1l NOUN 9DCT1(IR ai��UA I � as n rs`Mrnrfw 'M{:1 YK 16A VAWY W M e r'LY - AM T F 112 2000 E-Z_HANG STORM PA _L j' INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES F�ST1NG ^,ANCRETI DR CONCRTIE BLOCK '. uIFHaT G t2' C.C. '{ t F' Po,N wERD rFNX'4 w` dlv utV IA LAlTE:K M,CDR 6 12• D.0 9 '.>fr P�€Tp+a` LCY DGs r~ • F " Yi[. •- I/r aDX!$ • A L's • . p 1 , +1r Anew %w't ExrSM k M GLASS 1 r.• _ a :,� dt+_ N- $zrARATIUN 1C CLASS. 'l # e•A 41R1•AAP PCP N ! I 1 1 NVE.I - O` it BIT � t AN,I .EN- ♦ ; 5_`s . R� I Aux 9 -w..: Tn:rH t a T I •, rA a , 1 ! 6 I sin n AASS I 1 • M Mr. , `.. /r "P.. iOx.2• A To Li I � - 3 � a'•-SEPwRA'p�;F I 4 RYt'MPSCRCW 'Di R B i ;t4-A-20.2 , \ N r0 GLAsti_ e Q Gf -L• N 1 =VBSCkFI, I A e - 1 1 r 1 t __ _ � ,AA Flo r, 12 1. I 7 ' 1 A -a TAP; CW AMf,FMJR r ,_.. e t L- / P r,APCf J Ex"'INC P L'. 2'14 aY- - Aw CH a 12• C ( CONCRIIT OR 'LAZE tC41CREa �-=s' R EBVIRCD WALL MOUNTING SECTION Ell STALE }/S=!" WALL MOUNTING ALTERNATIVE EZTW SCALE 3/8=''." ' FLV HIDA BUILDING CODE (Nan Hugh Yalvc:ry H;: i•IGOnE 20ne T MU', I'LL LENC`r'I . J. 44167 NAII DI d- - 24 GAGE GALVANIZED STEEL 'STORM PAMLI oa.RH 3- 1. :N!jIALAAI`UN AxC \JNLI 1Hb1U FCIPt btAx A.S.U. @{-iGry PRESSURE RATING +/- 40..0 p I.1. AND 6'-r` MAX , a PANEL LENGTH rwc \ GLOBAL PROTECTION PRODUCTS. LLC.j 2. FOR r:EW WOOD FRAME ':.ON$TRUr_T!UN' WIxD9 . ,<` �� r�wr TT�:r A c R�cLMr+c car - �.•, MEMBERS TO BE SOUTHERN PINE No 2. W/ SOECIFIC C- STA DENSITY OF 0.55 OR ECNJAL.•.r.:-1 - .,NHC . _""=.t •. Li s r---- .IIA w (Lela P 2 IP&-Idf,;CA Ml65 1 ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE 3 .9 ' a N 11 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) DESIGN PRESSURES rY \ --- - J IS t*.,T® I DESIGN DESIGN NOTES: SCIEDULE5 WIDTH UNi]MITEb PCGITfVE AND NEGATIVE I�ESIC-N FRESSURESCALCtILATED r [ fOR USE WITH THIS SYSTEM SHALL BE OEfluo` INED PER U Al (PERF'. TO PANEL •SPAN)'-� SEPAPATE EnG OJF"Edt{NG IN ACCGRMN� WITH T'HE €;L4 � C' D%'EP,NING CCOE PRE56URE RE ,UIRENEIxT- AS W TO • MOUNT (COHN TrF, DETERMINID IN ACCARDAN Ill Vn H Asa 7 AND CHAPTER O T,PE AS PEr2'D)fAN'7F THE FLORI DA BUILDING CCOE SHALL BE LESS THAN u O SrSR�ICNSj OR E'�UAL TO `HE POGrrIVE OF NEGATIVE DESIGN C> :iFT IiN4_ L) >,.JKH :`RCSCVHE CAWALII Y VALUES Li`,I ELF HtkCIN IUIL AN, R1 X DOLTS WITH WAaHERED i AS- met., AS sW_M1VN NCIfte tl R / TS FXSTEPIED m OvERLAF5 6 Mi"AN I w tf FUSE l a 'y -• I APPROPRIATE SPAN TABLE) 9 GENERAL NOTES: V JJ qq uI I. THCS 5 E i,l -ATTON HXS BEEN CE57GNED AND SHALL E iAAAiCATFD [N tl A'COP.DNt WDR THEM UIREM�"TS Or THE FLCRIDA 6u6LDUIG CODE a W V ) TIM V,EW S419ME. EN ) (20:CP15E NSIDE MID Ou15i0E OR THEHUN2 PER IJjJ/JI tl0 Q �J II TAS 201,2 AND.J1T15T PRUTs;1LS C0"TRACTdf SHALL INVESIIWTE _ AND C�All TO ALL LOCAL BUILDING C.CIDE ♦NE MOMENTS W"ICH MAY i d 4W�U APPLY Pee GN EPETEPTA BEYOND AS STATED HELEnF MAY RE"e (n '7'4 •f r-NU 156' ALORIOMAL ITE-PE{1{TC SEALED Ei G[HEEILNG. J I � ' NO I 1+3 ' TNCREA6E {N Altt]:JAWLE sTP E55 HASH eBE1V L4SEd10N THE fKH DtSR+N OF TH16 EC TitM. E HE UCT111 wITH VIINCiR THIS RECORD FOR THE PROJECT SIJIEASTRUCEGP] w'TTH VIPFICil SUPPO -114C tGa IS ACI!s T SH IK. HE ESIC41 HJCH C r'H L M ]C OOk ONnF ALL SUVP PENN TIDING SNG CA NI TO fHI_ DESiCdI 'AHfGM aru1L RE' WAD3NPTED BY THE PISIL- IN ICAN NG TCR. -[PAPA'E'S(TE_5/[L1 FIC SEPtfC [NG1M1Lf RING AN.I Be Re•'�LI IF'.eD tPl Z 7 N ORDtP TO DINAR rIIDH LOAD6, .[PL[CTSdAS. fNw STNIr tDr1TA117[C a 9fiT-PiIM MOUNT _ N I i HEREIN CONTACT THIS ENGINEER FOk ALTERNATE SNu1CAlt'l LAT7CN5 AE AA�I (CCNN TYPE A5� { "Ar ell RFqutPEo t/T d RFQT a - S. 'H[ OH- D[TAIL IEI .iuN 15 Gf"tR1C AM. ODCS at 11-01 CG ry £ A.U..91 ^, ATION FCft A 5P a-1 GITL r�P. 511E C:.rI DfT[GNS 07-1- FROM LU a - :`w off n •N A E CONDlT30N5 lX:TA1LEG [RE.. UCEHSEC NG NE A 0. T R E 1 E OR EG6 E ED r MAY all Ai F APCH:'cu ll wVI H 1- C L. 5iC2;FtC C%ICUNENS Frxl. USE rn ( c u N IvrN ,n u•Herrr r.Y •7 TT Dn3 NcnD Is Duc aEO QM DESIGN RRf AwUPg NOTED HEREIN AAE PMEEH ,N MAxrHUM ,f�TE[, 1 TYPICAL VERTICAL MOUNT ELEVATION inEssua.Es DIVIDED BY A 1..E sAfRE TOR. E T ALL rASTEUERS TO BE j 8 ClOA GRGTQf SAL'GRADE 1 OWWI NOTED N T S. ELtVATIOM1 C'TM EA.I 9F PA EP5 SMALL BE CADMIUM PLA ED M OMf0.WEME Z ., 1 MRNLUM IN M ISTA TT AES- SE ANDS ALL HE ALUMINUM WITH 'ASSOCI TION. S FOP. ALUMINUM STAUCTLF Cu SECTION 1. 6Y THE LOCAL CO ASSOCIATION. (tlC . A LSIP [i.: N FSERA' SATE A4D/CJR LOCAL CObES. _ T,uPMIXBNT I.- 6 ALL S"' APAN SH 5 04M1wrT STEEL. I•G O=.F` `❑3 {C`PIN TYPE a 51DAM A4[LS SHALL CaNFOPM TO ASIMPt S15T0.UC111RA1 QUAL[tt If REQ'D) `, t5PAN Al9v t STEEL MOG-ANWC OATTMG WITH A MINIMUM Fr .:N61 N52 W yyyyl�iIliii \'[ Tkl v-'IfTiX7} IUM ALL AWMDIUN EXTRUSIONS SHALL E(6;G1rf AwmviuM ALWe, UU Ss NOT`G al. I'vilm l :3 TOP A NOT,OM OrTA15 5nG`hN IM+ a[ INT[NC nANGCO AS fRIL •Z DOTTOA, CONDITICR5 DICTATE PAIN LSMAYBEMWNTTDVERTTCALLVGR J HORIIONTALL, AS AFPUCABLE -J �M''l. JNT l l CONCPETE -Cini TEO ERE;Y SHALL NE E"6 rcueo TO Q tCr)NN if' "B-O LKEO I CPCRETE ONLY, NSTALL ALL CDNCRETE ANCHORS PER A-TI Af A`A w[CYr1MC OATIONT pp 13. THE WNTRACTOF, IS RESPONSIBLE') IMOLATE .A PROTECT ALL i �� 14EMSEPSFAO DI4 ISS IMILAUR19114L57- PRWENTELECT'ROLYSIS Z .. SI RR r ( -OBSTRUCTION 14. ENGINEER. STILL AFTOED HERE TC' YJ (DATES STRIA7URX-OE5IGN1 P rj t1 - iLOCATION MAY VARY{ 5111*1 OX L' USE CR -IS 111C1111 AT1UN ST CUM 1R 111, - AL a 1` J InIXMMIF]Ca 6 SA- HARMLESS TH I`. FNuT H FEP FOR ALL COST 5 (FA"fi!S aml u INCLUDING LEGAL It ES d AP P FLL•i'F FEES PFSULTaiv FROM MATERIAL i �•¢ _ y} TOP ht.UrA9R:fAl7^N l�l TEM aRKT JN z .OY TflE-Ti rN PRACz AErsoFYVND THAT i EJ { 11 ' w i (OCNN T+sE ae� no,is OF 'I'm PUN "R • `co N eB EE E 2t IAn CONN •0) i f. CKCEM AS C 4 AE%LY PTIONS AD Ii ER ETM, k10 ADDRIJNAL fEPIXICATItiPs OA AIf IRMAIIOFE ARE IN ND ET) ALTPRATIONS I.I.-I T MEf .A KINGS TDllMtlf* R APE NOT PERMITTED ANC r-Al1Oi f Tn H -A.rOn R SOTPJM MOUNT "L.--'hiy I1. PANELS SHALL BE PQIYANENTI T LABELED wnNA MIN THUM OF (1 LBEi I (SPAN BELOW i fEP FYli1Y ] D FEET C•ir w]NIM1f.. E iOLLCA .NG INFORMATID its j7 tt PE A5 RE9'D1 OB'3TFLC7MIN) ALl AMFRKU4HULLERS AN D OIAs'T, . [ _ I WEST PALM DE (' TONAL V. 20 STITCH I TAS 201. TAS 202 6 TAS 703 PAPPOWDAY THA"a" C.HEDAS RE4UIREU, \ Fu3RIOA PP DDurr APPAovwt NUNEER PP"s MAY BENT "M"ECT7I AMC BOLTS WITH lVASHEREO \ _ �_ to BE ANCHORS ARE USED WHICH SATISFY VANCINJTS FASTENED @ 20-31543 - SPANS ABOVE B BELOW Q[LS?IN A-TION. OVERLAPS 0 PET 'F'^IN NSf. twLl;.aIATFSPA.YTABIf) VISIT ECALC.I0F31643 ■ $rQ VERTICAL MOUNT ELEVATION­V.' " E .;T' 2 NOTCHED PANELS �� a M61@B,Ef164rEl71®MOolP89Ur ■ /T IIN 1 NT S E3EVATTON a• nAH. Nv w aPRE n. bs cl`JI 2 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE '4 GA!1."E PANEL' MU t rill N I AlLt,WAFLI ns AI Lt•N-H15 E.. ro,TAL rs ..F.E ATtft vAt -y Nr S AN! ,e UN.0 A&EVE .Aitt is}±. 3. ANU VI '-RAi= 7.4P IIOO,n if vol- 'Ib•„ •�k 1 t4 4TE,i :4 r, {-inn Pul ut : SPAN SCHEDULE NOTES: TERMlrs MIX [MUM ALL^'AA[Kf STEM PAMEJ AN SCHEDULE 15 ALCt--ABLE FOR U"- 5'.'ITH SITE E iOAI 4 ESS TOAN DR f H'U. L T-_I GA tiE DESICIN 1CADS= PANEL FASTEWERS APE sru; VSFO IN N3UT1 iiN V IT-r1 Ate, M.UNTjtjr EATRUS JNE TFAC STUODIEC AN'- ET USE 6 25- A E 'A TE tE I »ND U HEADERS (/N tuCPlaas B;.RD Or,I' NDrn,e rl11T,.ea-I -1Hf rs,Fre" nun., . GLASS SEPARATION_ NOTES: I ENTER SPAN SCHE'DUtf Wllal TN1'511 rF c#SIGN t 5>MINIMUM ALLOWABLE SPAN SCHEDULE f TOP MOUNT Y Y 7 wI'D IT 9: r `� ] H fJ [ 1S r C- A� 73 _3" H 2 `-. d _ it �" X '4 _ SA _ T- 9C i I' 7 S L N 4 r'" .9' M' 4' 4E- 30 ;t.- •f A i -- i�y� 5 5C - a s " I I r 'Lv �lr S' - 3 ii Wit' - -- J_- ,X' 2X •X-� . Llr 51r Y ,D ill 2r Xe' IU 53- 1Mw RN .'1 2) Z.T 70 _ tC 3" 30- 1," 33" 78- 2C" '6 5 `4 J ST d T 3T 95' OPTIONAL INTERIOR FASTENING DETAIL _ a✓ N. 3. OW Z LU �II e�JJ � 2Ta Z n n Q r Y t i OrAt u r Q 1 g P q)E gfa / ehG �tfF C _ 20 31543 DOPTIONAL EGRESS, PANEL DETAIL I-NTERIOR EASTEWfN4_,- HANK Db1PYaD0 PE . PKOS[s4a Ar i6e1 At • 111.250' Dow I'-'Q��, 2.75a' �2a 0�I]0' 1Ui a' z i 0 LAP I 0. �.L25• SAW, i .625" vn D LI5 c > tOA94' -DIC T-- 1p 12D" k; TVP. $ N ITr'G �� F3 T -0�) 0 094' i.- C67' 'i IN rr Rn� 1.910' 1930' n r`a.062' O.C63• �.._ ___...___1111 - ` 2. ? 77s� - D.ad1, 10:Lis 2.060 I� EVA i 2A20 250• -1 2.OD0 I- .� 2.000' 1-- T]'e Paz $.121• 1.1Ny •Fi•,S „W-%AW &am wrt_•V FcAocn_ �ArCli �3YJ SR11 �FLrE i V ,Cr V- C N 1.56 1.5604---ll.SdO' sic 7.790 MAN Dix0.)?6' 0.]I7'11 0.31 ,, 9:4 q1f 0.765"-y 55• 03 DB.I55' D176' 0 ''$SS 0.35%.�._ • 12.50D'PANEL COVERAGE •I �� O.l A OL 190'1'-I f - 0.d. tlil lX.e7S•IMMiLR[N p aR-.1 a eer•M`++"••" 6fXC OS 4�„I'1°0ITTraR l L- hslo�" .]as A-12.OQ0;,•.D Pr+n'Av I 6315• .1t RA I3S (/T 7rP. TYR 0-% 0.9sr4-4 �taD-duI7 TRACK C7' TRACK 0. ,•••r+ slier rrN ..N P ggs (3. 19D•�A E� �Z.r � Q A• DIA �_ -- DIACCT1011 n - :_[.• i XP •r AMQE -Tzal fE11TD1aED1 i i Ago• .•er- eu c,aww it N y 25• HaX. OVERLAP Crux �r1laNewaosiwEantR L� � ■p all aw I�.25' MAX. 3 a u •+ -%:•fM'i.C~ YET O - W `/ BUILA•OUT ',.x •A'Y' Tt� / \ vvu I rolxrl ,10urRr nr IwI /\ DISTANCE '.Y•Y, A f rnh na0m'rrrc Lev" \ - eP"O iGe loon' •f`Jl�c� J`.TA4� sd -$ � e / OVERLAP .-Nvww 3920'� w- ■■ 25• M. N T r• .St)0' F rr. M N I U r ' • _ 1.500' ,.1 •N H"x :. 14*MUI. MIN , P -..: �I A -, •L /'1 felNlA CLa61RE 0efN4_ _ 'Mid. ..]r ,. H}.. SMx i■`R e ! l`ll /.1 LMP RWNT (L06uRE 0e/Al . rx n f s i C• � 11 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS.: PAN1I- FASTENERS O 11 5- O C jl {, NNR memo ARCHON Ptt$6Ut[ TYPOPSF - NP lit W IP 61Pw:a NIP, -Ni, III I •- W CO101Err[ q r1YP[ a C. C. CS C C C2 CA C. 41 [i CB C. ue• , r rAu� u La.s' .a 14 160 a 0.9" 12 S" 14.9" ib 0' 7 S' 12 S' 16.0' 16.016 " 7 L2. S' 16 D• 160" a.6' 12.5' ib a" . L]A' 61 u S ia.o• u e - eo • .. _ .0 •L LZ.5' 16.0' 16W 7.S' 12.57' 16.0' e4)' 6o' 22.5' 16.0. 14.1 e0' 46 Al L1.r 16.01 160 69' 12 F. a0'• L•.1' 6 BIT 12 IT 160' U T` 6.0" r2 12S 16 r7'l4T 6D' 12.5 Is 0" 14.r' 6 e' 4T" 160•I D" a [ 1 YT- LMYFY AS lZ 3 19.V 10.0' 1 .I' IZ a la P" 821 ) 0- 12 - a17 D 10.0 ]0.A P3 NCOD Scafr 4 1 12 5' 1d.o' SI 1 fl112 T 16.0" IL7-L 3 C 13.5 16.0' 4.7' S d• 48 12,5" 16.0 SLO 7.0 225" 160" 9.61, Ss 32.5 16.D• R6' S.6" 52 12 L2. T• L2.S' MI a' 1.1 16.0 9.6' 6.1• IS 1.6• 12r 16 a" 16-0" e6 ].6' 9.6' S6' 12-T 12.r 160• eb' SA- 16.0• 9.6• 56- 1r4', D 33 t T 16 160 12. 16.0' I1.9' 12,T 1&0 0]2 A1 aL LL6 I-- I... 126 PA. 0.2 y 49 T s-1tl S2 L2 MCI'IIA- 12-VIid 0+19,1' 125" f6.0 Af' 125 16.0' Do's- 12 S 72 11.e 16o' 9.1' 13r f6.D" 40' S.1 13.e' S.3• 4.9' n4'.LCNr )] 12.5" 16.0• $.6' 7.2' 12 1S.5'" 12. Li.] 16.a- 7 D' 1.9" I1 T" 11 5" A It A 1- 625- 32-4' "" 4.1• An HHHI n nR.KI 41 li-S' 16.4- {P TO' cn AY.1" 4]• 4.q' CYE- 32.1• 17"- 40` AVFPeIe M H( 1y�W 92 [7-S' 11.1' 47 6 1_-3 i l' • O' 613 1T.1 AT" 4.0' 6-21- 12. Y' 41" 4.D. a zr 1-- 3" ♦ r' 4.W 621' 32.3' Y" 40• ANCHOR NOTES: L ANCMCM SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT MY PROVIDES MAXIMUM ALLOWABLE ANCHCR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES DIDICATED IN SPAN 5CHEU SAPP Y. 2 B7lR AWCdSCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUt:TU1N MATERIAL, 6 ANCHOR TYPE 515.ECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT $RAN GREATER THNN OR EQUAL TO SHUTTER SPAN.MEIE(T CONNECTION TYPE BASED 04 APPROPRIATE MOUNTING COBDMCN (SEE MOUNTING DETAILS ON SHEET 2 FOR ®ENr1 FICA TION OF CONNECTION TYPE). 3. 'PANEL FASTENERS' AM STUDS USED IN LYMOUNCTIOV WSTH ALL MOUNTING EXTRUSIONS ('F'-TPAQL" STUDDED ANGLE, ETC) LPM E.25.O C PANEL FASTENER SPACING TABLE VALUES FOR 1LL''N' AND %r-HEADERS (INCLUDING BUILDOUT 7CMMaf4S) • ANCHORS, SHALL I E aIStAUEi1 IN ACCORDANCE wTT" MANUFACTURERS' RECDMMENOATIO/LS,. 5. HOILOW BLOCK FDST STRUICTURI! SHALLA'.X CONFORM TO AST" C90 BL 6. MINIMUM EMBECNEM SHALL BE AS NOTED IN ANCHOA SCWDULF. 7. MPG UN EMBEDMENT AND EDGE OLMAPICE EXCLUDES STUCCO, ROAM, BFUCM, AND OTHER WALL H NLS HES WALL FINISHES SHALL BE UWTED TO 1/4' PAN( OR SHALL BE VERIFIED BY OTMERS TO AOEt2l14Tfly TRANSFER LOADS TO HOST STRUCf1RiE B. CONCh TE ANCHOR NOTED HEREIN SHALL BE EMBEDS TO UN-ESACITO CONCRETE ONLY. 9. WLNIPE M91INC LTTWCTURE T6 WOOD FI%AMNC, gYSTiN6 COMMCW PNV VAAV. FI$LD VfIUPY THAT FASTENERS ARE INTO ADEQUATE WOOD FR.VYNG MEMBERS, NOT PLYWOOD. FASTENING TO FLYWC,OD IS ACTABLE ONLY FOR SIDE CLOSURE PIECES. 1G. WHERE ANCHORS FASTEN TO NARAOW FACE OF S7VD FRAMING, FASTEEPER SIWL1.8E LQCATED IN CENTER OF NOMINAL 2- M 4- tNIN.) WOOD STUD `%- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SMALL BE -SOUTHERN PINE• G-0.55 OR GREATER DEIRSITY. LAG SCREW SHALL HAVE PIN LLIPS PAN MO OR HLnt NEC, it. REr•9✓ABLE ANO-K S ARE. OEWALT PAf•ELNATE, ALL FORR5 5OLILTSET a BRASS BUSHING 12. MACHINE SCREWS SHALL HAVE Vr MINIMUM ENGAGeMENT OF TKVADS INTO THE BASE ANO4OR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U,M O 13. MINIMUM EMBEDMENT AND WOE DUTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. L4. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ts. * OPRECT MLLNTING COPrDIfIONE1. L6 LINEAA INTFAPOI_AT3aN IS I••Tt PBLAGTTEO rCa L25E wTTI4 THE ANCHOR Sr'NEOIRES UST® ON 74ts SHEET. �AIIiRIia Al I n�A nW' W cn A♦ 2 Cu O a) }W 0 2 0- CD 0 2 C .� 0 -0 CO N 0 0 p C C C CU -0 E U O • n Cn O �[�[� O 2 CU .= -1-0 W �. Q LOO E z z W J ocr I � zozz Virtual Review As ist, inc. P ns Review complete and approved for c pliance with the 2020 FBC 7th Edit by Debra Anne Klal r PX2300 �J i^ cu 0- 0 CU O v I CU SHEET NO. SH 1,5 FOLD UP WEATHER RESISTIVE BARRIER & '• WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE �- DOOR ROUGH OPENING-� I �� WEATHER SRESISITIVE BARRIER i E SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelopeshall p g _ -a j U TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING _ 3/4"-1" BEAD OF CONSI R (0.6 cm : 30.5 Cm) include flashing as described in Section R703,4. O +� SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING Q [� 2 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. _ _ RETURN LIP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Q Q �_ CL'3 -� "AIL BRAND OR EQUAL wEATHEH = PROOF CAULKING CEMT. FIN. within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of y y p g 9 Y � N tla '� U (J) 4­0 WEATHER ' RESISITIVE BARRIER 1 ` ✓�- SELF -ADHERED FLASHING - i TOPS ' E BUILDING PAPER �� > draining to the exterior water that penetrates the exterior cladding. cu '� M .0 •� SEAL OF JOISTS t UNDER DECKING S F c LC R _ 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 other O O Q � SELF -ADHERED FLASHING .UB (SEE DETAIL WPp7} � - 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 PPe Y PP Y J PPe � ,0 � 0 :+-► ttf HEAD FLASHING TIE-IN INSTRUxTIONS: & `r ``F RIM JOIST 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 �+- Rf Co O 0 O '� v (DL fold temporarily secure weather 1. Cut, up resistive barrier above header to allow for I i I appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Q THESE DETAILS ARE GENERIC AND flashing installation ] .�Cl) CU t` ~ MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier Fold barrier back head , t .� 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 BE USED. weather resistive over individual layers shall be installed independently such that each Layer a separate continuous flashing in flashing and seal With tape provides plane and any (installed accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS`A FLANGED WINDOW �^� � WPM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A � /t /��� V �/ SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance 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. 318" CEMENT PLASTER EXTERIOR SHEATHING ,T.��/ ExTERic"�R sHL:.aTwNc 1d"-1"BEAD OF CONSTR. � � INSTALL SELF AE;tILREt) ADHESIVE TO BE APPLIED CINDER � FLASHING JAMB � HEAD THRESHOLD OF DOOR AND RETURN FLASHING. SEE UP JAMB 6" USE LIQUID NAIL BRAND / FLANGED wlNa� MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED FLASHING r--SELF-ADHERED FLASHING i R703.4 Flashing. Approved metal flashing, vinyl flashi self -adhered membranes and mechanical) attached flexible flashing shall be applied g. pp g, Y flashing, Y 9 PP shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME _,, REFERTO TECHNICAL - ; 5 � OR EQUAL WEATHER PROOF CAULKING �,/ (.SEE DETAIL. wP01I �'` % � SCORED used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL • WINDOW ° ° , : COMPATIBILITY • ° _ ° , _ RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER •.e 4 1) SEALANT AT ` SELF -ADHERED FLASHING ° ° _ `` ° -- SELF -ADHERED F ASHiNG. 18EFORE FOLL -SCORE RELEASE PAPER TOO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM G920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT .DINT '' . •, � � . -: WINDOW BUCK TO ' ° • ;�• EXTEND ""'""LLY E � r'- ADHESIVE AS sH N> contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the pe of sealant. Fluid -applied membranes used as PPtype PP OUTSIDE EDGE OF .: r; -: MASONRY WINDOW BUCK •`:, y. t . .: 2) SEALANT JOINT .' E �y _ ° ° , 1 BOTTOM OF THRESHOLD t flashingm exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s PIY rig PP g shall be installed at the following locations: 5) SEALANT FROM . , , INSIDE EDGE ( WINDOW FRAME * ;` 4 r .�•a WINDOW BUCK ti' ..: 3 _ ✓ SECTION -A (SEE DETAIL WP02) \ ACROSS WINDOW BUCK " AND EXTEND TO WINDOW FRAIME MASONRY ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish to the barrier Section 703.2 for ATTACHED PER CODE SELF -ADHERED FLASHING: • O I or water -resistive complying with subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance the 6) TOOLED SEALANT REQUIREMENTS - 2 with one or more of BEAD BRIDGING z following: F ADDING AND WINDOW AME° _ SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. NAILING FLANGE � 2 � SEAL TOPS OF JOISTS 4 � manufacturer's instructions, in accordance with the flashingmanufacturer's instructions. Where flashing Instructions or details are g not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or in such to direct to the the finish DO NOT FLASH OVER � sloped a manner as water surface of exterior wall or to the water resistive barrier for subsequent P q BOTTOM NAILING`' 8) UNDER DECKING (SEE DETAIL WP07) 2� w�� � (7� drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. SCS 06_05 GMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING � p ��^� V y V SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK , p `�O� V SELF -ADHERED FLASHING INSIDE , A,�nr+ V V U6 FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW CORNER 2, 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �._ / Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING --� 5. 5.Where exterior porches, decks or stairs attach to a wall or Floor assembly of wood -frame construction. Water Resistant Berner 6.6.At wall and roof intersections. 7.7.At buitt-In utters. 9 IAMB. SILL AND HEAD DETAIL APPROVEDHousET"waAP�cAD"EREDFLFSHI"� -;�"= / `�` - `�\ Lath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL nG% 8 STRLUCTALATH TWIN TRACK 2.5 -- �` Stucco FLASHING H I N A S G AND WATERPROOFING METHODS TO BE USED. ?02 2 • 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME --� . • t.. APPROVED FLASHING TAPE `� DOUBLE 3 2 • � � • SOCKET WITH TEED APPROVED SEALANT --' JOIST SINGLE WOOD BEAM ' •' ®•' •:AIANT •. Virtual Review Assist, Review completed fn Pl m 1Cement Plaster " fo co JOIST BELOW 1 SELF -ADHERED FLASHING 1 Foundation wall , rrnr rice with 7/$ Cement Plaster ASTMC926 with the ance led F approved SELF ADHERED FLASHING i ; _ • ' a. in accordance with ASTMC926 Felt backed metal v Debra Klahr Anne pX 7th oo Edition 3- MIN ` - lathe in accordance Felt backed metal _ SELF ADHERED SELF -ADHERED ADHERED � with TM 1 AS C 063 lathe in accordance FLASHING FLASHING J with ASTMC1063 Building Paper Building Paper 7/16" O.S.B. . ♦ /1 V SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING �%�� % PO SELF -ADHERED FLASHING OUTSIDE CORNER WP�$ FOUNDATION WEEP SCREED sheathing 7/16" O.S.B. , : Metal sheathings ,r EXTRUDED SHOULDER DECK JOIST Y 1t / Flashing • Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL ____ _ _ _ - STRIPOFSAF LEGEND Installed As Per Manufact. Specs. Maintain �..., PRODUCTS DETAILS TILE FINISH (/ SELF ADHERED FLASHING {SAF}-0---o---- A Stampede#� similar .:: Bottom of � ' c uk bottom `- H DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT y BARRIER Weep Screed joint Onh, Weep I ,r © � r WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK " rn > f (WRB) --- y- BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER - - / SELF FURRING (SF) LATH �v�� 1 t0 2" Above Roof Weep Screed i (� PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY Sheathing Installed As Per 1*+CU 1-4' PER PLAN 5F LATH SHEATHING,'OSEI'„ PLYWOOD. DENSGLASS - � I Manufact. Sped. _ Detail Instructions Refer to the number marked as # in each detail that corresponds to the P 1-0 PER PLAN �+ WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF Cement Plaster 1/2" Cementitious Decorative Finish (� L numbered items in the list of instructions below: F(ANGE As AN AIR aARRIER V in accordance with ASTMC926 . . All inside and • o° 0. - 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to farm water shedding SLOPE 8"CMU %I 3-Il2• INCH FLANGE -- �� over wood 2nd ,o floor ••.' .• • outside comer will ° need to be miter - laps �� 4" OR 8" CMU -- _ - I i • ' . cut and caulked all -� �.•� 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) _ _ • z z , ✓\/\"�-'� /�/�/ STRUCTURAL FRAMING ' •• ° • •°o• •o,. • butt joints need to • • becaulked O 4, Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT _- ... � a 11 _ =gar 1 - STRUCTURAL SHEATHING •••� ••. using Stampede _0 embedded in the adhesive layer) - for ease of installation and to . • .. w THIS GAP IS A RESULT OF or Sim. for /�� `.J minimize scoring cuts - A w a a PLASTER srGP � NATURAL SHRINKAGE STRIP OF SAF DO NOT SEAL. caulk all 5, Remove all release paper per standard installation instructions and --- - = Gn CONTINUOUS BACKER `r DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" . v ROD a SEALANT -- DRIP SCREED PLASTIC' e BOND BREAK WRB Minimum) SLOPED MUD BED-- \ --- • ' z ACCESSORY 6. Fold as shown by arrows - \ fr-1 wuJ sFLa0.TH 7. Angle of comer may vary, adjust folding of the flashing accordingly to1CID VINYL SHOWER PAN11 cn/fit Q W tight to comer v t Note: 8. Mechanically fasten as necessary _ _. .•. SLOPE _ • • • �' _ svl - !- f i _ �PL.ASTER STOP The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster w Q A CONTINUOUS BACKER ROD over Dock z 4 Q © d I E & SEALANT ``--CEMENTITIOUS FINISH 1st floor Z Q L S J SHEET NO. SHOWER SEAT \t1 P 1 1 SOFFIT/CANTILEVER WP 1 O WEEP SCREED DETAIL WP1 Y Y f 1 SCALE: NOT TO SCALE ■ I �P--5-28B L2nnar t6-*-cl A-b6o\A- Sj,uc"t SitS(.e )2=�9�F} 635�1 fen Ac ct