Loading...
HomeMy WebLinkAbout6231 Back Forty LpL ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC - CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM I SYMBOL LEGEND: ❑A = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB -PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD HEIGHT OF 7sW-Z STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1<---ELEV NUMBER 4 A15 2 SHEET NUMBER -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tt INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL 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. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNAR_ LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURALNOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS APR 0 8 2023 �'v a � Virtuai Review Assist, i . Y:qfiS R.eVIe1P1 complete-, 2 ,�4., dplirqaea --_ tW compliance with tlip 2029 'Iv ioh a Annie r,! ah, NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. r • i� ,a wt APR .2 5 2023 G7 Ln n, L N -Lo > o C "0 o W � 0 u N a�° M [ WE ` u p } g o � � Q S� o w C o E m T�� fib o a W W�Q 0W p Ld z� � z0 Q Q� <w9 Q�-O0UO2-�LLO < OOp> C)Ofoo°a U) Lu L O Z Z Y°Z d w q p aWa,ZWz°CL U) LL Qpw �'2U YQQ¢Q OQ o 0S<w O O CV LO LO MI � W O 4-0 -IM--+ O L Q it O O z(N O1.- (-5 Z) ti O M O Q U) M rl LL ti f- _M z < < 00 Z U Z w w0 J O O O - cM O O O O N - M O - N - O O N N O O O z O > r (V CM w � a iz N LL V g C1Oa �Co Z w CD L0 11�.. QZ zW U boo 0 Ow0 0 Z ara ~ WUJQ m = itLu ZO M oU) 0 z=o U gW= z" az �2 CS LAST PLOT DATE • . March 22, 2023 Z *-& O i COVER SHEET Q z z w J O N O N O FOUNDATION LEGEND: ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) ELEV 30'-0" 4'-0" 2'-5" T-10" 3'-9" 4'-4" 64" 2'_4" oA- 5 6 a X X X A X X X X X X X I C 3 --- _ o om 1 a o v I 1 i I 2 -v B I I M B I 1 1 S3 II I II 1 I II o I 1 0 I r � I 111 0' l >Cp l0 AV v �'� No gl 1 v 0 I QQ II aoW a,�I F- iII I 14 l --- -N-N z I 0 1 1 ------ - l r o-- �{ � n- - o -n I I 2 a J O (n I = N U I l Y Z I 7 N (n 11 ( W J� W it II iv 13 1 n 1 9 l II II 1 I I I I 1 I � Ili I l � I 10 II 11 - CV I II i II 11 I l II II p a> � 2'-2 3/8" ----- L=== ----- L- -----------� PLUMB. 1 6-31/4'-2'-6"- 1-- --r-r----•------------- — 8'-5 1/8" T-3 3/8' LAV LAV I r ELEC. CONDUIT SINK / ELEC CONDUIT o F ---- I o 04 Lo 19 O Lo l 1 1, II I I l 0 Ch I 11, I� �1I1 q zr)Q l 1 l 1 4 /----� l - �- I ---------------------__ ____-1 -------------- 14 1 I 6 9 o I i I 9'-2" Co —— — — — — — — — — — — — — — — — ---REF.---� II II II l o , 20'-6" 1 AV- C3 TUBI 1 17'-7"1 1 12 u W/CI ill 1 14'-10" I I l o LAV 1 1 i i-; 0 l u 1 II II II -T�----- --- -J ---------------------- m ------- ---- ------ i Iz o 1 10 11 ill 14 ii �uI o _ I K O I /H S3 ill I 1 � a l K 2' -0H" S3 Aj SHER o 1 y v ELEV in (_) 0 -4 1 7 C3 o _00I I,I m I d I it B 1 A g o T-5" t o 0 Co co W I-- N-------1---------- 3 p o Cr L-------- - N QQ9 Q 0 I o� 1 14 3 i I I o? A N q I 1'-4" T-0" 1'-8" 3'- Y 1'-0' -v I B I B 6'-0" 4'-8" C3 I I o 0 q I I 3 B Lo V-8" 16'-01,L V-8" 19'-4" _ 10'-8" 30'-0" FOUNDATION PLAN (ELEV A 1 /411 = 1'-01' 0 co ELEV 0'-3 1/2" _U- U� N o0 a - NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R E3 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS i m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING 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. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2 DP X 9 1/2 WIDE RECESS 2� 1 1/2" DP X 8" WIDE RECESS 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5O SINK - KITCHEN 6� REF WASHER 8� W/H 9 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C I MONO FTG 16 x 20 DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY APR 0 8 2023 I Virtual Review Assist, IrIL Mans Review compteted and approved for compliance with the 2020l?t 7th F�aitiiai ty i)eh-a Anna Klahr f'X:ts; i M N 0 N 0 N N M Lo 0 Co Lo ¢ z ' W O o W 0 z W L � ? o � 00m NV ��� 0 CoA, p 2 °a _ .N U z0 - a a V w Q W L Co E�2 m C) a Ow wpF W uj �Q 1 - l<9~zl z W W � w Q O Q= Q w V 0 2-, 0 Q U QOX'JZE30� O' �'~ ww_zg Q E- F- Ocn==Ozo=oomz:) 0 O O cn�IL W�in��<0=_j JQ Ow U) CL Z ¢~w g��Zgwp�v�Q ti o= o oaQa�¢ wQ O w O O z W L (D 0 QU)Mtf . � ti In W IZ cM Q>-Q00 z0� z J O o o � M o No0 Cl N N N N � _M N M_ O � O N ! N I o n o o I ' z N'^ w c o 0 0 0 I `t , > � c�i ri v Lo I I OVJ zW , -1-+ O)O LLI U o z z LD VU(j) a Lo-Lj 0 0Z> O rLLI o T— C) z a Q Lri = W LLI mft =� F- rl zOo . .. W Z O U zoo W L �Z" , / . UR ; U 0 0 W � Q: z Z w WC)N _j LAST PLOT DATE N O " • Z0 March 22, 2023 MONOLITHIC FOUNDATION PLAN A 0 o> N 0 in 30'-0" 13'-9" 6'-4" 3-1/2" SH 25 a HD AT 6'-8" EGRESS / 5068 SGD C9 2868 LO v � / H.B. r` i N OWNER'S SUITE N / 15'-8" X 1 V-11" ° 8'-0" CLG o / o�/Q// GREAT ROOM A S3 OV 14'-4" X 12'-6" VAULTED 6-0 5/8" T-9 1/2" j, 6'-3" / 12'-7 5/8" / o Y / N 2868 �,00 CD — — — —� 2.5/12 VAULT. 110 O. BATH I N 12" DP CLG CLG (5) SH TP W.I.0 I 8'-0" CLG iv TB 36" x 60" L U) SHOWER .6 00 PAN �0� 1 rn DRAIN ti DINING ' 10'-0" X 12'-6" co & VALVE VAULTED U-) CCN - = Co (n ¢ R&S = u_ o� Co 4'-2 5/8" T-3 1/2" N N v m CPT. _ co o o � TILE Q in N I' LO N z. i' KITCHEN BEDROOM #3 ' 111-11, X 101-11, . g i 12'-6" X 13'-6" a i' 8'-0" CLG w� N Q LEO u ii VAULTED N0 O ooZ°° w `— Z= io 2 it N C° ti C)o 2.5/1 2 w 1 g 'S = F w I— ---- y VAULT. 07 ¢ 0 0?Y ' CLG OW 1 V-6 1 /8" '0 2'-3 1 /2" DW 2668 ---- ___� 9 iv 2.0 , 4,_61, cD 10'-3 1 /8" 2668 '-3 1 /2" T-9 3/8" oo 7'-11 1/2" 4'-5 1 /4" co ' Qw Cl)8'-0" CLG ow 668 REF = CV CV BEDROOM #2 N N N 9'-10" X 11'-1" V— IE111 ClAir 5 SH 8'-0" CLG 5 oo TP TB H <' m 00 N BATH #2 0 I (n 8'-0" CLG T-2 3/4" 2'-9 1/2" 06 UM CD C7 N - Co oil I � � Y 2.5/12 ( PROTECTIVE INSULATED ° �/ VAULT. OW/H BOLLARD I — — — WALL CD S / CLG L — J 20 MIN. RATED M io DOOR W/ AHU PLATFORM 22-1/2" x 54" WEATHER LAUNDY ;� ATTIC ACCESSTRIP— 8'-0" CLG FOYER 4'4" X 12'-8" S3 ��p VAULTED 00 SHELVESIN -) LAUNDRY AT 60" A.F.F. HANSEN oo BOX to C) DRYER D W 3-1 o VENT 31, c%) o 4" PADDED 4'-5" v FRAME WALL SH 1/2 33 PORCH 12x12CMU 1 ______________ LINEOF '" — — — — — — GARAGE IN HD AT6-8 — VAULTED CLGCOLUMN � OPEN POSITION 1'-8" 4'-4" 3'-8" '-0' 011 4,_8„ q H.B. 16070 16-0" 1'-8" 19'-4" _ 10'-8" FLOOR PLAN (ELEVA 1 /411 = 1'-0" 30'-0" 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. 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.)* = 42" A.F.F. OR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p =FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) APR 0 8 2023 '\ p SSIS'. C \' �i2i,s N vl ew COr;i718fu" 2i i flfoven \. `fit C"ij lti PC° Vil;il th" %tr 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 j co 0 N ,. a � M LO 00 LO CW w o z Q N (DLO L •C'0o U N C)M0 �� in N M D con V -0 a — 2 C'w L co ¢ Q _ .N V w QN c W L �O E w •9) CL (D w �LLI vj w0� XO�_j ¢�¢wv ' �¢C0a�) Q <oLL°z2° on��oZ� —_wnEw ~Z ZnLu �0o Lu _1<<<—z ¢�LU?w a ¢2ILL 0w O❑Z ¢¢XQ ¢ LL ~ U_ i O O Z CN O� O Q F_ co O < J U') U) IL ti aLo cM Z C) w W J O O Mj I I i i I I i i I Y O M 0 CN 0 0 M CO O��olola O N LOW � W 0� C? (V C' ri st C) u'i I I I Y LO "It ' CO Cr Z Z Q z w C)go 0) "jam O 11_I U LU O O UVo7 O =z5; o�O O Z d oTL Lri = W Q m ~ I— ri zO= ■ ■ g Q gwwtY LL z W Z 1..` ZQ F pU _0 W z z z U1 w 0 LAST PLOT DATE N C1 • March 22, 2023 z� J FLOOR PLAN A I E I ROOF FRAMING PLAN (ELEV A. 1 /411 = 1'-011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 U V-0 5/16" 2'-0" 2'-0" 1l, TYPICAL T SETBACK CORNER -SET LABELING AND SPACING 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 MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 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 H10A'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 CUTBACK 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 HEEL= 4-1/16" PLUMB CUT APR 08"13 LABELED END MARK V Virtual Review Assist. n4ans Review comp0o'd and apP ro tior franca with the 2+ ?n , rt, ,t, car comp + X'3.; by ilehra HANGER CHART 4 = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less Spreader 60 degrees r �. .l or less 1 r� 1 /2 2/3 to 112 I line span approy. Ta line span appro.. REFER TO BCSI -131 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-61 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 = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & comiector 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# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF00 ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. I WALL KEY •%/%//%%%/. LOAD# DESCRIPTION INIT. DATE R/01 Created from BID B312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS Dinina rm. Kitchen Fo er & Entry 12/21 /2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE alts revision block for alts only. CARPENTER —� CONTRACTORS - --.- OF AMERICA 3900 AVENUE & N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAXI (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC: OTC LOT BLOCK DESIGNER PAGE DATE 08 06 2015 LAN# SCALE N321593L 1 /4 1 1=1' 0 c. - v cnn, a) Ln'; W L " o U M— m V) n AV E L W O 0 O B OO a Q •V) r U�. }< LU QN o E0 C -T� L m M N 0 N N N M 0 O 0 _0 Q Z w 0 0 w 0 z o i W 0 1- v zq L Q Q V �¢¢ Y�LLz0gfzLLVOL_jO J°oQ�� °o<° O OvXYOzO00mZaUaO zL O Z °a 0OZ0I> i5 IL �0 LL _ OW Lu¢¢ Oa � < LL ¢ O � LL a 0 Z W O� 0 1_7 cM O Q �0 M � 2 to ti 1— W z < 1.1J Ln a. M Q�000 Z U W W O (O O QD O o00 N O N M N 0 M 0 N M O O CF> O O �— 04 N O I i � N O 1 1 z 0 N LO Lo W � w > o .— 0 N 0 M 0 0 to I I co ZI- Q Z O w W inoo +�-+ O V UUN � o oho <C o Z � a_a � ¢ Lip = m w r� zo= .. � � rn QF-0 zoo Q UO gLUlx w,_ Z az z 0U 0 m z Z z w W J 0 > P"" LAST PLOT DATE N O O • March 22, 2023 z 0 J ROOF FRAMING PLANS A „,, ROOF PLAN (ELEV A 1 /4„ = 1'-0„ 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 CALL: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENT'ILATfNG 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 VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, BI WITH THE B LANCE 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 TRACEABILITY TO MANUFACTURER AND PRODUCT APR 0 8 2023 VA\- s Virtual Review Assist. Inc�� ''tans I«vlew completed and ar pr6yebl I- to-. �Imm�p;iance with the 2020 FK 7th Editior o,,, Pe.bi', Ani;o Y,i;;hr PX2? Ii wy > M 04 N u". N e M L00 Lo fi.e . ° ... a Z Uj p p W p z 0 � NBC 10 _W L N u �Co 1 C � M in `�' M I, 0 Q oo u = m :D Oo 2 rn LL 0 o Q -�Q '0 s V W 0"'1, W L cO E ULU UJ LLI (6WO E-Q cr Q~z� x >�UO~ of OJJ OJ U)Q d JZQ— U)=Q�nOxO�Ox00mOz¢ W LW�OQ0ZOWpaQJ =nOZ LL O W �_E-H �Y�Q OX O D OQQX Q LL Q O W 0 ZCN W O� �.= M O Q M � CL U) L.L z< It ) W �M F—�z Z U Z ?� LU W o J O d' I I I I I OO O � Cl) O N r NO N Co O N O N M O N N = ; O Z O O N'^ W o 0 0 0 0 / ^ vJ Z < Z O ZW O W U WOO VU(n Lo z0— pz5; pW� QO a. W Ln = Q UJ m�LU rqq;r-I zom ■ w <� O zcro >_ Z U LL aZLL Z �z F� U J 00� m z Z 01 w O r N O LAST PLOT DATE Z0 0 J RGOF PLAN A SHINGLE ROOF 7/8" STUCCO OVER PLYWOO 11/4"THKx6" STUCCO BAND SIMILAR 5/8" STUCCO OVER CMU ---�_ 12 5f FRONT ELEVATION A 1 /4„ = 1'-01 1 REAR ELEVATION A 1 /411 = 1'-011 STUCCO CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-0" T.O.M. NIGLE ROOF ELEV AT 84" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL PUAll = 1 I_r)1f FINISH LEVATION SHEATHING FACTURED TRUSS ,RIP EDGE INUM WRAP INUM SOFFIT 01012901II&Aa»C7 ELEVATION ROOF SHEATHING •e' i MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 '11a 1_7 = 1 ELEV AT 8'-0" T.O.M. T-0" 5/8" STUCCO OVER CMU 0o (o ELEV AT 0'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1ST FLOOR FF 3 RIGHT ELEVATION A 1 Aff= 11-011 r I I I I I I I I LEFT ELEVATION A 1 /411 = 1'-01' 12 5 _L _ ELEV AT 8'-0" T.O.M. 15/8" STUCCO OVER CMU v r` 3'-0" 00 ib ELEV AT 0'-0" 1ST FLOOR FF FOAM BAND 5/8" STUCCO FINISH NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO VARIES PER OPENING we I I 2" THICK 1" 2" 1-1/2" THICK N 3 1 /2" °' �J io 3" THICK VARIES PER OPENING BAND 8 ELaEVATION DETAILS 71 CMU COLUMN DETAIL 713/4 = 11-011 4" 10" N 4" 2 LB EPS 2" 1" BRACKET DETAIL 9 a = 1 1-ni, CV M co M N (V M co CV M 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: APR 0 8 2023 ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING a�. THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) a EGRESS NOTE: ¢ a,. 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 Virtual Review Assist, Tnc FLOOR LINE OF THAT PARTICULAR ROOM Flans Review completed and approved rcr compliance vsd. tile L 120 FP', 7t!i [ditior y Pehra Anne t,lanr Yy%:+_'P 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) ✓`t1',M - co N o N N N co LO 00 LLO W O w z Q W L L c ' u N 2 :) 9 O m Q u�� .N t V w Q� W L E00 a V, LLJ W NLQUL' 0j u�W Q�UH �T' xaz �Q ) JZ xOQ O �i�En00 0Zn� � av)'0§0000m W aWnZWn=Z=z�2 LL �QJ? ¢ U)O LL wwww Q�Q�25 OW W ZQ JCL Q OD oQQO� LL Q O LL if 0 Zw O� 0 L_ M Q Mr-- O u) LL ti Ln F-- 0� IZ cM Z U W W J0 O O O o O r 0 M 0 N 0 N M N r N M O 0)o o r N o I � N o i I ' z 0 N'^ Li , >w o r 0 N 0 M 0 4 o LO I I i LO 0`/ (n Q z OW w Zzz � 0 w00 �zj Zowo W-0- r Q C) f- Q W uj I- r-i z O = ■ LLI O zwo U CLZU- w Z az 0U 0� � W z A5 z z Lu w 0 N N LAST PLOT DATE • z 0 March 22, 2023 J EXTERIOR ELEVATIONS A I I i 1 11 1111 1 1 '1 I'll Y M —A/C DICONNECT WP GFI --1 PORCH i -------- - -----i ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1 '-0" 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 BETVV -EN 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 RESPONSIBLE 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 NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER PO #15 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS APR 0 8 2023 Virtual Review Assist, Inc Ptans Review completed and approvec for compliance with the 2020 FK* 7tn cLdionr �v DehrSj Anne'01;A! -PA2'2 h,0 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH — DOORJAMB DUPLEX OUTLET c%> TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL O Z 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 AT 12" - TOP PLUG IS HOT HORIZONTAL 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 0 STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" -64— 4 WAY SWITCH AT 36" —C 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 -(Tt)WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS VO 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL ti'- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR O SMOKE DETECTOR =U-18= UNDER CABINET 18" cS-182 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 FF24:R 24" VANITY LIGHTING 9-,—=36:F;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION _ffi&;I ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER THERMOSTAT IIH 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. 0n, 10 q c`'> - co U 0 ch } N M t� V -0-0 - M S o t 2 g .N sU w a� Q V ; c 7W L 00 E .5-) 00 V ^ a ) W yjW w w�0 a xO�_j LYELL oLo 0 LL Q U H aox x arn°xx0Zo�00mZz o 00 � 0 Z �nLLawinww�rn��¢p ¢�W0gH�Z�wo2v�Q 2 LL 0 Of p 0 0 0 X¢ wa o w O Z 04 OI­__ U ::) ti z M O Q co M � CL W 2(n�ti z < W < Lq F—of0-cM 00 Z U ~ 3: LUz W J O M O I I I I I 0 000 0 CD N N N N O O O o —0 .- N N o � � N o I I i I Z 0 NLoo LO iW a N o M 0 d' o Ui zz W vJ Qw O W 000 � z> L� ow o -0 z i— aka Q Lr)= W mew H2 ZOO . W � QH� Q O ZWO LL Z z d z �� C) 0 _o W z z z z w W J O N O LAST PLOT DATE • March 22, 2023 Z0 J ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 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 Y 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 RAID) 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 BI\LUSTERS 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-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 (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, 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 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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/s rinkler 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1 e - C ncrete overpopr and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +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 %". 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. APR 0 8 2023 V/ UsrttlaI Rsvievr Assist. Inc. flans Rmevr ceinp[eted and approved r IMPp Lance °vlith the 2020 FBC 7th Edition 0e11,a Anne K!alhr PY,236)0 r M 04 O 04 N - CV M y j LO e e Q it Z W 0 W Z Q N N L0 E > 10 _N o M Cq ai V) V d M u o Q O0 g C Q Q o • te -t a^ }� U L.L. Q N C ^V,,i 7W L ECo V °° C7 L1J w °W W W 2 0 0 H X J 0 Z 2 4 Z o'Z� LLU�LL Q Q V J�C)�QY �00<ZLLLL-z�_j°~QQ I- Cf 0 0C1)WW0Z0X00mZZ 0 _jOa�LU zYOZZLL0Lu() to Z EL <0Lu �II-P- Wo�0 < LL OQ o 0 oQz a LL O O Z N LLI W 5 ti �F--MCIO O Q�MIn G (/) L ti Lid I- 0� 0- cM Z V Z WLLJ O J O CD I r I I r I I O O p 04 co o0 N N 0 N 0 N ' C)0)O N N ' Z O N W o 0 0 0 o I I V/ > e- N M �Y 6 i r co ZF <Z W C)Z W W ZZ �--� O V WOO VU� L I.-. 0 Z j °LUQ Z a_O�a O=r^ W=W V H�� r-I z 0 0 U W aZLL Z Z U < 00� m Z SNO Z Z LU LJLJ N 0 r a CN LAST PLOT DATE Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATH?NG s —v I� ze i I � C I �� �* I r .. f , 1 16GA-1'.2" LONG C3r'4"-1'°CROWN) !�! 1� .4:1 STAPLES ,&, 6"' O.C. VERT BETWEEN f I - 16GAx1-1,'Z" LONG 13; 4"-1" STUDS (NOTED THUS:—) - OFFSET I I v I I CROkA'N STAPLES a 6" STAPLES BE7elEEN S7UDS AS SHOWN _ - _ Y - {_. 1- O C. VERT INTO STUDS (N07ED THUS: V METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 34"= 1'-i0" `DETA1 EKCEEDS 7-iE REQUIREMENTS FOR FRCP, 703.7.1 LATH - `'ONLY APPLIES TO LENNAR TPA JAX* 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 C — O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). '* SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX QPLYWOOD OR c7 7/16" OSB :+ + 4. 4- 4, 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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. + + + + + + + + + + + + + + + + + + + + + + + + + + ^++++ + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK - BOND BEAM U) W ........ ........... ..... c STD. 90° CONT. #5 CONT. #5 HOOK 7.7 77 BAR BAR OOC #5 CONT. FROM �Q CON TOUHIG HIGHEST IF BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # FLOOR 2ndDS Solid block all posts from STUU above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. -4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r + S- Boise Joist Blocking I Ica T (1 nrll nails at R" n r Q '/ Provide adequate bearing for each lapped joist. od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 9!�FD CC) .'A 1y" ROUND HOLE MAY 6"" 6""DO NOT CUT HOLES E 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° Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (it) 8 V-0" V-1" ''-2" V-2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" V-1" i' 2'" 1'-2" 1' 3" 1' 9" 2'-4 2'-11" 3'-7" 4" 2'" 4'-9" 5'-4" 16 1'-0" 1' 1" 1' 2" 1"-2" V-7"" 2'-5" 3'-2" 3%10" 4'-9" 5' 7" 6'-4„ 7`--" 20 V-0" V-1" v-2" V-2" 2'-0"' 3'-0" 4'-0" 4'.10" 5'-11'" 6"-11" 7'-11"' 8'-11" 24 V-0" V-1" V-2" V-3" 2'-5"' 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6"" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 5-8d 14" 2-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s� " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. ]-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. -,_Install tight to top flange. JC \ 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 botton I of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I —JOISTS BUCKETS 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 NITS / FITS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM /— I WALL d ° ° I ° ° .Ilk J d -1 11=ll1=—ll=1Vd!J74,'11, i a.° 11EEi 1111-1 I ° I— , 111- � 2-I �_� °FINI GRADE -I I I- I 1=1J 1=1 I I —III —III— I 1=111 � —III—III—I — 1-1 111—I 11 11=11-1 I 1=1T=1 I—IT—ITI— 11=T= I I —I—III I I —I I —I SLEEVE THRU STEMS e SEE PLAN FOR--'°• a . • . e •, FOUNDATION INFO ^ ° STEM FOUNDATION GRADE REINF. SEE PLAN ' (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE i I SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP - 2 #5's x 40 PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d a' ° ° -----� . d --.- -- a. ° SEE FND. PLN. SIZE & REINF. 01 APR 0 L i tial 8eview Assist. Inc. view c0lApieted and approved �,, <<�,;Ini?ancc v�ith the &28 F8C 7th Edition ° �lLhri ar;lte 1;iai,, pX230 co CV O _ CCV LO co - F "05 LLJ o W 0 z Q ^� Q) LO -0 W 6- q u \ ' 0 M 0 'D 7 ('0Chi LO �% -O -0 - 2 M 'L i p C: 2 0 S o �_2C 0�8 aQ U p^ •^Vli f' W QN C c, E� 7W� }VLF V V CL �LI c W0H �plQoV :a0LL0 �QZZ2o 0uYOzO2n��000 z U uO O O Z ILLW�� Q~w011¢-�5 IzaLuU�Q LL °oW o oQzq�a LLQ 0 �aIL i< 0 Z cV OW O 0 I..:c QU)MLO wLLIt lf') F— � a- cM Z V LU W -J r I i I I ! ! O O N O N co N C) N C) N O N O N O M e- N cM O C) C) O e- N C)i I N O Z O NtY ' n w C)O .- N CDO cM d O I I CO z U) z W C)¢ Z _ 1--1W MO _ 000 U U (n ".ice Lo^ 0 z j_ O � o Z a—n< Q CD= W=Q UJ (7 H~2 H O Z O = • � LLI � a�0 � z�0 �i/ CO>. O aZu- Z z � OU O Z SN1 Q z w WC14 P%ft o LAST PLOT DATE Z 0 STRUCTURAL DETAILS f (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W, m'P') 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 ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" N.O. 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 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PER _ MUNICIPALITY. ``' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 04 00 6 MIL VAPOR I Il I BARRIER COMP. SOIL IIII A I I I= r (COMPACTED TO 95% — I 11 =1 I=1 I I I— NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 111 I I 111—III—I I I I I ASTM D1557) 4" to 6" BELOW GRADE ASTM D1557)—/ (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB _N 14" PAVERS rO.H.D. RECESS z / SIN J.. ;III=1 -1I( ---�:. III- I1=I IIIIIIIIIIII 4" I� I —III —II SEE A/S3 OR J/S6 - � II I I ICI � I I li I IT- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / l'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rj-,T� 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 —\ CHAIRS (TYP.) -III—III—III—I m D �-1I1=T-1II 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & =� @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 r WWF OR FIBERMESH "' ° D II 1—I- -—II- -� 1 8" l 1`4, .r...91 I 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB &BLOCK cli 0 CV ELEV. 0'-0" A.F.F. A' a A. ° a . a', •.. °' d.. a .. ' ° q a' a ELEV.-0'-31/2" 4.4 A.F.F. p e , . a 2x4 CONT. w I•. 1°' a. Q e . ° • � ° Q � GARAGE DEPTH VARIES 4 ° a 4. . GARAGE SLAB AT STEP rB'� SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH ---11 - 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" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION 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"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 2 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH00 CONT. �3 1/2" MIN. D ° _ z � fiI=III=IIIr'I'31/2"(min.)-4" � 31/2"(min.)-4" —I _III=III III=III=III=III III —III I I '- (2)#S �I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALL C "SHEAR WALL"CL a. /)Lu SCALE: 3/4"=1'-0" gCr o MIN. '8"OR 1/2" HIGH STRENGTH ------- TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 1.N.0.) (OR %" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL ) BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ,P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2) 10d NAILS U.N.O. 18110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS "°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) ELT: 1/2"x12"TITEN HD @ 24" I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN D 24" O.C.) 31MILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS NOTED, THIS REFERS TO THE TEP, SIZE OF FOUNDATION AND EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE dCLUDE THE WALL 6 x 6 W1.4 x W1.4 ,TTACHMENTS 2" WWF OR FIBERMESH 31/2" MIN. 1 III=II I=III-'� 1/2"(min.)-4" 31 t2"(min.) - 4" =1 � 1=1 � I =1 I I I I 1=1 I I- ' =1 11=1 I I I I I 1=1 11=1 11=1I I III —III I' (2)#SCONT. �1 14„I U.N.O. MIN. TYPICAL BEARING WALL @STEP KocC SCALE:3l4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C Qos_ 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C �M INSULATION PER FBC AND ENERGY \ , `oN °°s 8" C.M.U. FORM SUBMITTED WITH PERMIT \� 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION � #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR K.O. BLOCK 5l8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REI, NFORCING N FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ;. PER MFR INSTRUCTIONS ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR j GRADE fV �• D D' Z #3 & #4 LAP SPLICE GRADE 40 Fy=40ksi � D � 2 [GRADE 60 MIN. Fy= 60ksi] a ° D FINISH GRADE co25" MIN. LAP [30" MIN. LAP] u Z °O 6 MIL VAPOR BARRIER -III a0 #5 REINFORCING BAR R 1 7/8" � D I —III —III —III —III —III �_ I III II—III=III—III—III N z T D D ° III —III —III —III —III —III- z � _ #5 LAP SPLICE '° o° I —III —III —III —III —III —I I� I I I I . III —III —III —I I I1=, I g ° III=III=III=III=III=III= N III D ° ' • I I=1 � I=1 � I I � I—,I_I 36"MIN. LAP [36" MIN. LAP] r��,4. COMP. SOIL. (COMPACTED TO —I I 95% MODIFIED PROCTOR ASTM =1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557) 11=I 11-1=1 I I-1' 4" 1'-4" III —III —III, ,III-1 I I-1 11= 11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 -(1) #5 REBAR wl OPT. I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S304 4- BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M —,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,. " I 00 I —III —I I � : � �• :', 1=4 � 11= g I—ITI SEE A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. VV P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" • J CONT. BEAD SEALANT • ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. a`.� .• Id . _6� Al GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CUNT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.400 N ' WWF OR FIBERMESH , N Cl) 6 MIL VAPOR BARRIER '— = — ' 1L 1L 11 =III=I I=1I I f „IT_I „I I 1 ,III, 4 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE V D J ` � I I ''�I I I�I I I II I I —I D•° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. 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 w SEE PLAN FOR STRUCTURAL � w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, •E D 11=III=III=1T_I= III II1=T=1II—' :- (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S300 (70 A VAR I E5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I .°. III-1 � 1=11 f N IIIII � "'€ SEE A/S3/J/S6 g" 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" S34. Lu 0 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 � GRAD d ° M �� o w n er 'III —III a I I=1 I(=1� Z w _ OD Cl) CC FOOTING w -III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- � PAD REINFORCEMENT BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SCALE: N.T.S. S3 04 00 LID _APR 0 8 2pZ3 ;. ' a k'iriul Review Assist, Inc. 'saris kcvsew cep„Meted and approved .�:'��, 'sFaih tine 2020 rl<iC nth Edition s.;e,: aspire Klan, Pn23utl 0. 00 u Lco O 6fn ,0 Lo —ZOM F. 00 0 M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO �3 1/2" MIN. D ° _ z � fiI=III=IIIr'I'31/2"(min.)-4" � 31/2"(min.)-4" —I _III=III III=III=III=III III —III I I '- (2)#S �I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALL C "SHEAR WALL"CL a. /)Lu SCALE: 3/4"=1'-0" gCr o MIN. '8"OR 1/2" HIGH STRENGTH ------- TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 1.N.0.) (OR %" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL ) BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ,P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2) 10d NAILS U.N.O. 18110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS "°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) ELT: 1/2"x12"TITEN HD @ 24" I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN D 24" O.C.) 31MILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS NOTED, THIS REFERS TO THE TEP, SIZE OF FOUNDATION AND EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE dCLUDE THE WALL 6 x 6 W1.4 x W1.4 ,TTACHMENTS 2" WWF OR FIBERMESH 31/2" MIN. 1 III=II I=III-'� 1/2"(min.)-4" 31 t2"(min.) - 4" =1 � 1=1 � I =1 I I I I 1=1 I I- ' =1 11=1 I I I I I 1=1 11=1 11=1I I III —III I' (2)#SCONT. �1 14„I U.N.O. MIN. TYPICAL BEARING WALL @STEP KocC SCALE:3l4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C Qos_ 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C �M INSULATION PER FBC AND ENERGY \ , `oN °°s 8" C.M.U. FORM SUBMITTED WITH PERMIT \� 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION � #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR K.O. BLOCK 5l8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REI, NFORCING N FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ;. PER MFR INSTRUCTIONS ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR j GRADE fV �• D D' Z #3 & #4 LAP SPLICE GRADE 40 Fy=40ksi � D � 2 [GRADE 60 MIN. Fy= 60ksi] a ° D FINISH GRADE co25" MIN. LAP [30" MIN. LAP] u Z °O 6 MIL VAPOR BARRIER -III a0 #5 REINFORCING BAR R 1 7/8" � D I —III —III —III —III —III �_ I III II—III=III—III—III N z T D D ° III —III —III —III —III —III- z � _ #5 LAP SPLICE '° o° I —III —III —III —III —III —I I� I I I I . III —III —III —I I I1=, I g ° III=III=III=III=III=III= N III D ° ' • I I=1 � I=1 � I I � I—,I_I 36"MIN. LAP [36" MIN. LAP] r��,4. COMP. SOIL. (COMPACTED TO —I I 95% MODIFIED PROCTOR ASTM =1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557) 11=I 11-1=1 I I-1' 4" 1'-4" III —III —III, ,III-1 I I-1 11= 11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 -(1) #5 REBAR wl OPT. I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S304 4- BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M —,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,. " I 00 I —III —I I � : � �• :', 1=4 � 11= g I—ITI SEE A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. VV P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" • J CONT. BEAD SEALANT • ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. a`.� .• Id . _6� Al GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CUNT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.400 N ' WWF OR FIBERMESH , N Cl) 6 MIL VAPOR BARRIER '— = — ' 1L 1L 11 =III=I I=1I I f „IT_I „I I 1 ,III, 4 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE V D J ` � I I ''�I I I�I I I II I I —I D•° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. 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 w SEE PLAN FOR STRUCTURAL � w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, •E D 11=III=III=1T_I= III II1=T=1II—' :- (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S300 (70 A VAR I E5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I .°. III-1 � 1=11 f N IIIII � "'€ SEE A/S3/J/S6 g" 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" S34. Lu 0 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 � GRAD d ° M �� o w n er 'III —III a I I=1 I(=1� Z w _ OD Cl) CC FOOTING w -III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- � PAD REINFORCEMENT BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SCALE: N.T.S. S3 04 00 LID _APR 0 8 2pZ3 ;. ' a k'iriul Review Assist, Inc. 'saris kcvsew cep„Meted and approved .�:'��, 'sFaih tine 2020 rl<iC nth Edition s.;e,: aspire Klan, Pn23utl 0. 00 u Lco O 6fn ,0 Lo —ZOM F. 00 0 M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO COMP. SOIL. (COMPACTED TO —I I 95% MODIFIED PROCTOR ASTM =1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557) 11=I 11-1=1 I I-1' 4" 1'-4" III —III —III, ,III-1 I I-1 11= 11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 -(1) #5 REBAR wl OPT. I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S304 4- BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M —,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,. " I 00 I —III —I I � : � �• :', 1=4 � 11= g I—ITI SEE A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. VV P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" • J CONT. BEAD SEALANT • ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. a`.� .• Id . _6� Al GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CUNT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.400 N ' WWF OR FIBERMESH , N Cl) 6 MIL VAPOR BARRIER '— = — ' 1L 1L 11 =III=I I=1I I f „IT_I „I I 1 ,III, 4 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE V D J ` � I I ''�I I I�I I I II I I —I D•° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. 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 w SEE PLAN FOR STRUCTURAL � w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, •E D 11=III=III=1T_I= III II1=T=1II—' :- (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S300 (70 A VAR I E5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I .°. III-1 � 1=11 f N IIIII � "'€ SEE A/S3/J/S6 g" 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" S34. Lu 0 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 � GRAD d ° M �� o w n er 'III —III a I I=1 I(=1� Z w _ OD Cl) CC FOOTING w -III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- � PAD REINFORCEMENT BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SCALE: N.T.S. S3 04 00 LID _APR 0 8 2pZ3 ;. ' a k'iriul Review Assist, Inc. 'saris kcvsew cep„Meted and approved .�:'��, 'sFaih tine 2020 rl<iC nth Edition s.;e,: aspire Klan, Pn23utl 0. 00 u Lco O 6fn ,0 Lo —ZOM F. 00 0 M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO � w COLUMN SIZE AND BASE o w CONNECTION INFO. M SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, •E D 11=III=III=1T_I= III II1=T=1II—' :- (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S300 (70 A VAR I E5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I .°. III-1 � 1=11 f N IIIII � "'€ SEE A/S3/J/S6 g" 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" S34. Lu 0 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 � GRAD d ° M �� o w n er 'III —III a I I=1 I(=1� Z w _ OD Cl) CC FOOTING w -III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- � PAD REINFORCEMENT BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SCALE: N.T.S. S3 04 00 LID _APR 0 8 2pZ3 ;. ' a k'iriul Review Assist, Inc. 'saris kcvsew cep„Meted and approved .�:'��, 'sFaih tine 2020 rl<iC nth Edition s.;e,: aspire Klan, Pn23utl 0. 00 u Lco O 6fn ,0 Lo —ZOM F. 00 0 M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, •E D 11=III=III=1T_I= III II1=T=1II—' :- (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S300 (70 A VAR I E5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH I .°. III-1 � 1=11 f N IIIII � "'€ SEE A/S3/J/S6 g" 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" S34. Lu 0 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' 00 � GRAD d ° M �� o w n er 'III —III a I I=1 I(=1� Z w _ OD Cl) CC FOOTING w -III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- � PAD REINFORCEMENT BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTC. DETAIL N SCALE: N.T.S. S3 04 00 LID _APR 0 8 2pZ3 ;. ' a k'iriul Review Assist, Inc. 'saris kcvsew cep„Meted and approved .�:'��, 'sFaih tine 2020 rl<iC nth Edition s.;e,: aspire Klan, Pn23utl 0. 00 u Lco O 6fn ,0 Lo —ZOM F. 00 0 M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO M N ^� N w 0 z Q � � U 2o •^N^`` w �W (n WQ­ W �¢ � � ���zw Z W ��� J�O�x�wUO� J0 Q Q U �po¢z��.oz2�o''¢a � H [= pwEL xWoZowo_o�mZ= � OO �pn.�cnWW�cnw�¢p�J Z ¢�QOW¢�ZWZO�Uoa LL pw UHF LL MWz ¢ ¢ oQ o 0 oQ g �¢w O Z CV OW >_ (n O � W � Z U � z� W WO J O g g g I I I ON N N N o 0 0 0 N N N � MN � M O N I N I I ' z 0 Nw o 0 0 0 o g Z I-- Qz O Z W W �00 O U UVU) O o�Q � Z a�a Q O = w=a V � m~O W Q O zoo C� Z U az� �z OU � O � Z ¢ z z w ui J O 0 r' LAST PLOT DATE � Z O STRUCTURAL DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (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 -OUBLE 2x TOP 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN PLATE N VARIES 2x BOTTOM PLATE W/ (1) 1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. SL� 12 SEE ELEV. �(TYp) SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX i_// 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) 1 Od TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 WALL CLEAN -OUT K"A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■■�!'��!i �■E�i� _4I0 • • .•. •• � • • � _ • • • • • _'Ili! In = ■■ill III■■ �lill IIII� ■■III MEN �IIlI IIII� ■■III. lii■■ MIIII IIlI� ■■lii MEN �'IIII IIII� NOTES: 0 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. ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WID-rH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1l2"X9 1l2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - \0NE" w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ., GARAGE FLOOR xx TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B EE 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" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR FULL 8 8 16 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (nP•) 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 ❑ ❑ ❑ x x SIMPSONSP2 w/ 10d NAILAT WALL NAILS AT EACH STUD Ct- DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) WALL ❑ El ❑ O/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1Odxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD - MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. - -- (SEE SCHEDULE) AND FILLED W/ GROUT Ef 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE d a ' THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° d DOOR STOP PSPN516Z w/ (12) 16d NAILS e. d MOLDING TOP 2 ROWS 10d @ 3' O.C. (14 2 x 6 P.T. /� GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR4,9,SPLICE STAGGERED J-BOLT TRACK BRACKET SFFA�O N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ ( 1 Od x 1 1/2" AT EA STUD (USE SP6 F 2x6 WALL, USE S FOR 2x8 WALL) 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 6) (2) 2x HEADER SEE PLAN INTERIOR HEADER: P8R S4 • (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P 11 0. SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a r • 1Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS T076PPLATE 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 C SIMPSON SP4 SP2 �-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS LINTEL SP4 SP4 SIMPSON SP4 d SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U �z a 2x TOP PLATE N 2-16d 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 j SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. 2&NUT OXIED A.T.R. i&NUT ROOF TRUSS ABOVE /- 2X BLOCKING d I I a 2X8 P.T. BOTTOM P TE C B 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING - 2X8 WALL ABOVE ENTRY "1K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM d 2X8 P.T. BOTTOM PLATE 5/8 x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 APR 0 8 2023 H a� k-hial'eview Assist, Inc. !a^s ""'mew corn.pleted and approved j iii°?Il�S Ce !till iiie 2020 F8C 7th Edition; liy Debra /;rise VIanr PX2360 5� M - -- ,-.A t j N N M tr •� 00 LO t .. ' ?� a Lu Of 0 z a L. � o 0 M c y =01cc } v) M N nU -0 N � E - t co O W O S oa:8 ooQ U "o 0) a a 0 �� L 2 Lu Ld w �W H W W O a z L.L U Q ¢ oX� �'0,JOa QaJ zLLLO-z2OZaaOn LU fr0�0z0X00mz U Lu O O Z�_U-uj _j0a>zYOZzoa lW�CY L<_Ju < OQ o o¢Q a 0 U. O O Z W 0 I-_ U) ::) t` z 0 M O QU)Mu� U) U- 't In- C'M �a2T_ O ZUI�— w W -1Q 0 E O O N o O N 0 N o M N O NQ C') co O C> o —0N — N o I � �— N o 1 1 ' Z O NW Lo � O — o N 0 Cl) 0 ITIn o I i I I W (� z Z Qz C)zw � O W U w0_O UU� LO 0 oz>_ 0�< Q C Z = ��a Of Ln V T-I 00 Z = ■ w O <�0 zwo CD Z f, v gZ� L- • az U m Z z z LLJ ui O LAST PLOT DATE 0 . . z O STRUCTURAL DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2; 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-? IF >9" SEE 10/S6 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 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND Zx4 CROSS BRACE WEB LENGTH &NOTCH AT ' & (2)10d TOE NAILS @ ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT wJ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '* BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOMJ7 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 10/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 1/2" x 8" "J" BOLT @ 48" O.C.IT THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 5 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 X-BRACING, AND TOP CV M ch SEE STRUCTURAL CHORD BLOCKING ix N NOTES AND NAILING INFORMATION � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 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 (SPACE AS SHOWN FOR 3- PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 1 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED WI (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 1 Od MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL ` 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �- MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. (� NON -LOAD BEARING LOCATIOf� (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4„xl 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w C3 w 0 v o v 0 v w o m - < 0 O ' 0 d w — — — — o o — — — — o Oi o Q w 0 z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. c+� SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION APR 0 8 2023 Virf lal Review; Assist, Inc Ia�iS kfEVIeW CO" !lfJ,°d and approved ;?r ;•r3rlpliance a� M the 2629 0c' 7t11 Edition CM N 0 N a N p 00 4 Lo ., Q� Q t 2 O w ly- z Q to 0 LO � W L '= o u M N ti �� II,.N M r N V -0 iD � m L M B o°o o� Q i U _ z3 ^ .N Lu Q.N 2 V O�oE"m.5 V' LLI w LW F W C6 W 2 � o u0� F- I-- QryV O?woQLLUO Qo� ��U)oOJQQ D<dXJZX onOo'�oZLLow-oomZ�u Z� OZn w wV5 I��O<QS�w ¢ a0WQ Q LL QQQ 0w O LL O O Z N 0� � CD F.: M O C) Q Lo CL u) I� I— cM Z 0 Z� W WO J O (D I I I I I I I I I I O O O O O ♦- IN M O N N O N N r' M M O 0 O O � N O ' i N O i ' I Z O N Lu w Lo N cM '-i L6 I I 00 N � Z Q Z W O Z O LJ.I V c o O U V C/) O Ow_> �— 0 z wE9 z. = w=< (� m~w I- O zo2 ui QI_-� p zwo C� Q U JwE z Z z m m L) Oo�- Z z z w ui O 04 O LAST PLOT DATE .. STRUCTURAL DETAILS I I I ■ I I � � I. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL 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 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFE;to 2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 X 4 1, 3-1/4" LONG X 3/16"0 P.T."0 FURRING 3/16lx4 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" URRING TAPCON. INTO STAGGERED @ 16"x.. TAPCON @ 16" O.C. & 4" 2X8 ElX8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" �° TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. lx4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x O.C.& TAPCON @ H & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & .C. END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.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 1/4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (a) 10d NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. Qs") — SECTION A -A 8" ,1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) Z-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BTWN,_, NAILS AT EA. END 2 MIN. ( ) VERT. BRACES WHEN HGT. OFPROVIDE TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 START OF ARC 4' MAX. RAD. PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 FIE". I L//9 +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS IS 2 PLY INSTALL SIMPSON LGT2 wl (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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS PROVIDE 2x CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 DR) AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT " PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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 I) 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. 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" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. ° D .-►—�T D D ° I—III-1 I I —III ;, I I f-1 I I_1T-1 I I—_T- I-11 511 I —III—I I I— ° ° I—III-1 IT GRADE o ,1111111- N p M z r �D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S ■1\LriTil�7ltr�l•713I�Cylr.�iililri . FILLED CELL INSTALLATION SCALE: N.T.S. EE AP -H ='LAN AND PFF-F; 7R3 DF iIGN j ;.yFr IN I F HILL(_''.''! tx SUB FASCIA ALUM DRIP EDGC E :'a V;ALL T, FIE I ALLIM FASCIA PF k. Pt AN7 I I 1-. Rltul FAINTED ENED PC I - `v. iTE FFI r 1 ' J -� NT VENTEC= �_=;uJLIC� �F,"IT IJT 2y: t ".nILEC € � . E_ _ar-h,lh _i NAILED TO DP °I K[N1 N,,ll 1 F .'=;U F''IFFY a'1THFF. v . 12,.,NALS 7'rF. ,i,: ! 5U: DER = ii?F77 N.1,4TERIAL SPAN i:_:APACITIES BASED S .. a.aN TI�E DI.. �.,9+al+l 4'kE SI �,1= PE+�IF�EL.� Fi R .�>P.1Pc_�NENT'_+ AM[) CLADDING , L +�.TED IN THE 7ESI N .f2 TERIA C'N SHEET SN F )L F I IA','11=N I A I ALL iNtk Al_ HA AL11`'.1 INa_ FL# if ,"4 k5 G aC 1 T APPRC',,'4 i F C-HAN`JEL F;A ;TENEC' a �_': s=IlLiv,, T NAIL .Ll4? =a!IA Y, 2,:4' rt , K r' h.IIN EI.15EDWENT Ira _ T x 1 4' ttiT,t_ ;�dCJ ST LE d) 24 h1AX. +:j"[_,. IN DIAL l:*4� Fill TTEF,N I =B FA IA 'A', 1 ; �: i A. ;, 1 k .4 +_.R0 %I I APL d'. r=A:;F.-11400`.`F SF01 STRUCTURAL SOFFIT C'AN ""'N" I d I :+ 1J'' 1 N; I ALL I11U :- AN BLt )CKIN� PFIk THE '-.c iFF IT F!_ PA 'INSTA_-LAT� . aN CRITFRIA 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 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + IFNG�y PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP d a + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION K"M_� SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 1Od x 1 SEE SHEET D2 AND 1/2" NAILS TO STUDS & (1) - FLOOR PLAN FOR 5/8" DIA. ALL THREAD ROD MORE INFO EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE _ RETROFIT FOR MIc MSTAM STRAP 4r:AI P. �/d H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT a ° a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN �' :y . • e t' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" I _$fINISH FLO ° >� p #5 BAR CENTERED W/ g s H o IN TOP o _ , Ig KNOCKOUT / c� ElCHAIR BLOCK MONO FOOTING — D SIZE AND REINF. PER PLAN I = ° AND SECTION DETAILS —I CLEAN FILL DIRT 6 z STANDARD o #5 BAR IN ' 90' HOOK N FILLED CELL - ®a - �. 0 �. u.• 0 0 a' a• 7 7 a- n• R e- �• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY I I EXISTING FOOTING RETROFIT FILLED CELL DETAIL -i"_i O 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. APR 0 8 2021" virtLrat Revievi Assist, Ir:c =.ar,s RL_:aicl?/ colnwteted and approved anc0 7th Ltlition - " co CV �, 4 N 04 N N M L01, 00 A. L '%t35 41 o 0 z �E 0 00 N M Il Ln V :) u m ai m � �A1,, E � r o W ::) 0 2 o mimm —O �S o Q U�� �Q (^n` V W Q N W L CD �co w o - � w� w wm�0 � z� Xs2J<03x,)WUQ.J0 OfW 0 ~ ~ Z au) w0fw4zOLL w00mZ=¢U d F5 W W x¢ _0 Q<<0LL¢-oZwWO62opCL LL 00[C �Qzg 0 LL¢ w i� O Z 04 OW �— U ti 0 F— M O <U)CMILL Lu Lid F— � 0- M Ofa'2T­ ZUF- Wz� J J I I I I I I I I I ON N N N o N 0 (`{ 0 N 0 N O o O � N o I I N o I I ; ' z O N W z Qz O zw 6""' 0 U _ UUm L 0 :Dzj 0�� O Z aka L W = a m�uJ rl ZOX LJ_I < � 0 Q 0 zoo �■ - � (.0" U a z z �z � 0U 0 co z z z J w 04 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETRO FIT I I I 1 141 ' 1 111 11 __L_ 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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. 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. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 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 + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 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 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 44S7'-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12.OB 8F16 OB 8F20 OB SF24-OB 8F28-0B BF32 OB 8F8.1B 8F12-1B 81`16.113 8F20-1B BF24-IB 8F28.113 SF32-16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-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 7 8672 10294 11809 5'-4' (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 in 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 1 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8461 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705 37 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 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 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") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 1 783 1370 1902 1 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 NR300 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 CAST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B SRF10.OB 8RF14 OB 8RF18 OB 8RF22.OB 8RF26 OB 8RF30-0B 8RF6.1B 8RF10-1B 8RF14.1B 8RF18-1B 8RF22.1B 8RF26.113 8RF307 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 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 34 191119 931119 5'-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 1 7915 9479 110893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776t3129 743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 129 4091 3146 526 999 1568 E2253 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^xr-*SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-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 89 164" (184") 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 A" PRECAST w/ 2" RECESS DOOR U-LINTELS C�Rrn 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 5'-10" (70") PRECAST 382 381 687 5'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-*"rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12-1T 8F16.1T 8F201T 8F24-1T 8F28.1T SF321T 8F8-2T BF12.2T 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 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 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 1 2290 2949 1 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 12 210 11 2511 10 3039 10 3508 9 727 1166 1 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 151015 1749 15 494 1 599 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 41815 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 14 723 041 881 14 105214 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 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 g 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75312 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 CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF101T 8RF14.1T 8RF18.1T 8RF22-1T 8RF261T 8RF30.1T 8RF6-2T 8RF10.2T 8RF14.2T 8RF18-2T BRF22-2T 8RF26.2T 8RF30.2T 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 5'-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 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 % ° > D > D > D c C c c o c c 8F16-1 B/0T 8F161 B/1 T 8RF14-1 B/0T 8F8�-1 B 00 e � 4 S_ > D O ° e � d >" D 0 ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-1/2" CLEAR �0 C.M.U. to c) x G 0- ° 2tn0mN L6W a #5REBAR AT o��sOOW a ° BOTTOM MIN. (1) �Qpa�Z REQ'D QLL- J--1J °z U Q w 16 GAUGE 22 w w r j ° POWERS STEEL LIDr z BOXED 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. Z = C� zx iD C C #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 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) I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP CF LINTEL PLAN PER ELEVATION A 1/411 /4„ = 1'-011 F _L) APR 0 8 2023 4 �y ?Irtual Review Assist, Inc. Plans Review cu ;: tey and approved + romphance VL'!t!1 t(ie tOL� �k'. I - Edition M N O ' N - LO co LID _... I z W O O 0 z 4 V) O LO N E '0 0 W L o Q cry c^ v cc N U, Q O co %)W �� Acy) Oo co sssa 0 LL o C Q su ��Q . - N^` i7 :It V Lu Q� �O E � .m �I-a � w LuHw J W 20 Q zO Lu � zLLIWW f)i 0LLO� OwJ�0?wU .0u)xm0z0w00mzZ Jax O a z J 0 JLLwOZOQQQ U (� Z -'0EL>zy0ZZLL0W� a LL Q0wO2 1- w2)20 00� 5 : OQz0 Q < ILL Q O F- LL. O Z LU O� 0 F_:M O < W m U) LL ti z I- T (M W C 00 < < Z U W W J� O d' 0 O Z O N Wcr W u, > co QZ W O W z zz coo +� O U U U �zLoO 0 LLI �- C) Z a_a Q = W LU O - � FLU F- r-I � O zom W - < Fa: ILOQ gWw z Z a mz m� Q pU ow W Z z W W J O LAST PLOT DATE 04 O • March 22, 2023 Z O STRUCTURAL DETAIL ELEV. A (LEFT) 1 II 1 I 1 1 1 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 P UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U O)#5L (2)#5U DETAIL 'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 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'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" 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 14f4 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 64" 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 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'4' 1014" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 Y-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) 7116 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No, 4 174" 16'-0" PRESTRESSED (2) No.3 (2)7/i6strand + A.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 N.R. R 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. S 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 i. •. ar. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION -FLAW LINTS/ QUANTITY OF#5 BAR AT 5-SOLO LIN- r LOWER LINTEL CAVIT" [8x1I6-P-1L/1IU] NOMINA: WIDTH) H `QUANTITY OF x5 BAR A NONIINAL 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 O)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'Y DETAIL'K' 2'-10" V-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 10000 1007 10000 10000 4'-0" 2'-8" 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 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9J53 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 5402 5641 6-6" 5-2" 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 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (21 No.4 2831 2831 2651 2811 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4" 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' 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-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. 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 129: 1291 775 1270 2 No. 1T-4" 16'-0" PRESTRESSED (2) No.3 2 O 7116 strand 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 834 834 390 763 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED O No. 3 2 (2) No 5 642 642 306 599 '•l�r •,ter '•l�r• DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL Qu ANTRYO1#5 BAR AT S-SC, DLINTEL LOWER INTEL CAVITY [8xl6-P-1 L/l U] NOMINAi WIDTH) H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT' L'PER LINTEL CAVITY 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) L #5 1 U I L SOLID #5 (2) U (1) L DETAIL DE' DETAIL'DF DETAIL'DE&'DF' DETAIL'DG' 31-8" 74" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0- 2-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2 2'-1a' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 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 1 )93 2290 2085 2085 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9' 8" H8'-4' 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1 1000 686 903 q. DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAN INTEL% Q AN-F.O #J BAR A- S -SQLID LM1 E_ -I r LOWER JNTEL CAVITY [8x1j 6-P-1L/1U] NOMINAL WIDTHJ LQUANTI!Y OF#5 BAR NOMINAL HEIGHT LP PR!IIV''Ei CA VITY 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' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4' 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 j 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 1 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 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 71-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'4" 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" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 121 No. 4 1186 1186 1014 1251 11'-4` 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 85A 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" 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) 7116 strand + 1207 1207 605 938 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No. 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 836 836 426 763 No. 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 655 655 340 645 No. 20'-0" 18'-8'' PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 2V-4" 20'-0'' PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No. 22'-0" 20'-8'' PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No 5 399 399 217 412 :41i: ,40: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTTY OF 15 BAR AT S-SOLID LINT EL -1 r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINPL WIDTH `O:;ANTITY OF#5BAR I NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 811 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" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 1 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 9313 10000 10000 10000 4'-8" 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" 1 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" 64' PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" &-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 34" 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 1 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" 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 + 1948 1948 1093 1591 2 No. 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 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.4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2 084 1084 615 1095 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1008 008 573 1048 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0' 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. 5 740 740 393 772 •i �1PY '.1.1. PiAv DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATJAT P PLAIN JNTEL/ QUANTITY OF S SOLID_INTEL LOWERLINTEL8xl 6-P-1 L 1 UNOMINAL WIDTHLQJANNOMINAL HEIGHT UPPER 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: 3000 PSI GROUT - (PLACED IN FIELD) 2" 00 1 7 5/8" TOP LEG BARS: (SEE SCHEDULE) f7/32" ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN STIRRUPS AT 4'-0" cc OR WELDED) TOM BARS SCHEDULE 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: NOES: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE OF STEEL- 1.5" 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BEARING REQUIRED AT EA. END - 4" 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR REINF. STEEL -ASTM A615 AGGREGATE,"T011"SLUMP 2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION BA 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF PRECAST CONCRETE 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: F'M 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 R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 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. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" CH (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32' STIRRUPS AT 4'-0" cc 00 M (TIED OR WELDED) S2LO r` BOTTOM BARS SEE SCHEDULE CH 7 5/8 NI . 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 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 (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 �0000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 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" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'4' PRECAST (2) D4.5 WIRE 2 No.4 8629 1 10000 6741 10000 7-6" 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 1141 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" 1 V-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 14'4' 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 2199 2199 1219 1846 2 No. 17'-4" 6-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 9'-4" 8'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.S 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) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 strand (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 5 898 898 481 947 .•�1 .r {• r1 .•?tv1 ;; .� TYPE DESIGNATION •��,'� `•rr .� `'¢f P- PLALN LNTEv QUANTITY OF #5 BAR AT ,•1 S-SOLID LINTEL rLOWER-INTELCAVITY [8xl6-P-1 L/1 U] ;f NOMINAL WIDTH QUANTITY OF #5 BAR AT NOMINA, HEIGHT UPPER LINTEL CAVITY LJCl/11L U UCIMIL r UC IMIL l.I CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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 #5111U(0)L #5 111 U 1 L SOLID #5(2)U(1)L DETAIL 'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 1DODO 10000 4'-G 2-8" 24 PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4' 3'-0" 7-8 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 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 6-4" 6-0` PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 TYPE DESIGNATION P_c_7r INS QUANr C ,BA.RAT S-SOLID IN-E_ r_GW'ERJN -A`irr, [8xl I6-P-1 L/1 U] NCMINALWIDTHJ J La ANFYOF#5BARAF NOMINAL 1EIG17 L. ER LINTEL CAVIF� 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 #5 (1) 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" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10D00 4-0' 2'-8" 2-4' PRECAST (2) D4,5 WIRE (2) No.3 6054 10000 8442 10000 4-2" 2'-10'' 2-6' PRECAST (2) 4. D 5 WIRE (2) No.3 i 5413 10000 7552 10000 4-4- 3'-0" 2-8' PRECAST (2) D4.5 WIRE (2) No.3 4897 1000C 6836 10000 4'-8' 3'-4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 44" 4-0' PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 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) 04.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION -Ir [8x16-P-1/I1J] V UNIT '1450' - 1 ST FLOOR PLAN ELEV A 1 /8" = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" 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(1)L SOLID #5 (1) U (0) L #5 1 U 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" 74" 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" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 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'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) DA.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 F 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM EAR 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 U 1' L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2-4- 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1 10000 10000 4HO" 2'-8' 2'4' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0' 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8' 1'4" 5'-0' 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 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION [8x16-P-IL/IU] J J L; TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL � r LOWER LINTEL CAVITY [8x l 6-P-1 L/ 1I U] NOMINAL WIDTH) j `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY APR 0 8 2023 f•„'� II h - a Ir- y 'y 1/'riJ-:fit 8v , ,- I� IJ ASSIS"i jr c `mow Ct�`?i71.'i2 �!��1ndtile aAprovef U'rh Edit SAFE W ORKIBN,GL NTELS L LOADS (PLF) Length Type PLAIN 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 5-4" 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 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 1914" Prestressed N.R. 184 20-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecommenoea +J M N N ,�... F$ N N 0 a (''ati ` a T ti �. It W G� i a O W of 0 z Q SIN` W N L0 - L 0 u Moo' M 4__(N Vi -0U -0- w 2 M A) E 'C r co) W O 2LL_ O 0 Q 'LO j U W k QN N C 7W V 00 r L p E� L 5I�a 4 W W (n w0� 1-Q x¢t'zX z Q V Q �- QCYX�Zp �O��Op� 0Q ILL-_Z20,I-QQ Otn�x0ZOOf00coZZ w J0 U Cf Vi Z FT YOzzLLQw00iL �0M�Z wz Q0wOgla-� iYo2QOQ o X p Z) 0 Q Z a Q LL o 1 LL • O Z N Lu O � z 0 F_ M Q W M O LO (/) Nt vJ LL I` W fNN- W CL M Z U LLl O J O [ a s { a I i O NO N O N O M N O N � O N M N - N N M r O C)� O N O a [ •N a I a I o N ^ ' U) j o O N O M o 4I o L6 I a I LO qj I co a- QZ C)Z W Cn `f_j O W U coo_ LLI UUU) L O �Z5; a Lu O Z a. W a. ^ L l = W ♦- T W V �~� h T� ZON �! Q gm Ww Ey Z 7 G� Z a toZ pU ow m W Z S12 o fz Lu w J 0 N LAST PLOT DATE O Z 4_0 STRUCTURAL DETAILS _j ELEV. A (LEFT) I ' II 1' 111 111 1 1111 11 1tf _ xgawgwff Mounting Brad wits 1 1 Cs.T:Ir�P 4-1'2 r4-1 .!'A2-l.' tr Back Cross Support „,- 11ar1.a1,71"` a'I.iO till 1NI rartclaf„•i Sditet'lerle �-"•�' / Il R1gtt Bracket ( 6 o.iu -) Bolts i'2'I"'ia. A325%aal� (TYp.) r #145elf-I?rillino SCrC1.1 1 NC t)trlt BL:LLJrT rir7itr-9t 3 in frrint U.rrlrh Pf: �� F-ront Cross Support Se11 t.�ckin A 11's !May be ii Lv WY i Left Bracket (16 Gauge; - 4 14 Parll-GTI/inch S(rt-tw^, "I Wit Fi at k r&~, 9 kC•rr;sGt:tn)ortIII All( 1..'III80 :lira tr•.kia iTyiii A s .us^ .i' < f(ur kL.Fn<-13rx J ') 12�,11a rcii FLAetf414raer flrurwu�+a Ail4J''sF apon «•t-11 ,.I A-llinnaJ f_a +Ili AJIFIl t FLAIN22-Ira QM I)FA Vilna pkrwif t,W, r m7hmetr:r 212C 41e1,'I.nt 4 a is rv_ Category: Sr i n SinCaiegpry P . A., r1a nT' };:a,7 d4 d a.rJl' Or ,e.. Tfi. a g, Csrpllartx Methud. cr9k,ance Rr � r�rn. 9 FraMa R egl5larto Nrl.nut a s LlCGI`r:-) i t arv3a r I.#5BT3FR Rdduclt Pi l:<e reified En;.Anrer s.a s armuct lunar. twnbr or wren ^ Esm_mrentlAttlelrnsaaslo _ 4mcnV.n!Ltry tl 4s�51" , 9nAnVtn, M,YYI f9 i •_5_r; 4". nart,.ient Ak da= m1 Ss. 5: , .�rr.rtvent natxo an aa. 2A n )1,an4'rn}I,tr.<kl a9V.S='"- A Ask"A III FL 0,176791 codil ..7M li raa,wfe,tu_ Fr.,ynn 027 Dto,,, Mtlatl Pt, idNjofy. Rxf it S,RC4..cltrty: IIIII RpdanO C,.fpg nt'. 110"I, ffe E-a:at , r:,ort tram a FF :ya kegst retl AtcrtFrCi �, a Lhbr.,4M Fb,rtr F:97ass:unal ta"',eer F Lan 717Ruis Prl,&tc!s }ge C h.dct Mw1N. MUFDe, ur r/zfnt Peae, Mete, iucfrrg Syslern) =loni:W DepeRmert of Busress & Profess tine! ReguMon Btikling Codes arc Standards Product Approval Application Detail n'a S-ILa4: tnd'roel & tkarlse V3adas4 ek rfC'L�74Tw liw nl ;!Yi, ill -a, F�nct,.f, F,9od and venea>,ry, V.n1 [.;a, F tbm r R,itend V.".b nVIM n:si.- I:.OJVM1 nsub , 1op.'3 'va+l 161 gage nsa Flmd'✓en' WcW AV lasul.fed Flory) Kent to ss,gua Gang. [Tour rk"d Vai 13Aa No 1'.aTrcJna AaA ylaax lilikiff131..4. F5Ctmprova' "4YF•7 4141111 Qlrn AIiL ce Auarawd rot ii fAW-9- df�IIFr hlyal . ..�: n1.. n23 Yes vr.. 114. tY-,:-t LC14tF!. 're5f NSA �rnna:r rd, a N:A ,r7u>rx l^_Il Y.s ^l'_-] WA 1 Florida Department of Business & Professional Regulation Building Codes and StanGafi Product Approval Application Detail 5ft :N Enun.a a Qt3L. Validated th, -, 9Un3ft Tray P Pnr n LCL`.:t ESi+.le,• c. c 3SS., S', -E-4T_1 ,all 'ratealdee.r,r rain A44- pal, pa tyll.; sal. vie -III rsub,miliy EEC A-,- � Ow' ___3 xnJrY2321; t+sf3!}^O.f It!rl ;:s1�J %CWo.eJ Quay Asitsar<e Abo o.ed to u,r Appdaferd" Use Vvw 0,001. Higgs t Desrrbi on xM 4d txpirl,lal Gil Ill gj Cu°sfd. Ny112 &tFigitla rai citC 774E CAC. 1..655 Dili71X :,W, .r_ FloidaDeeartmentofBusiness &Profession Reguktlan Far -tat Burdint; Codes and Standards - _ --- - - ---- Product Approval Appi lCatton Detail -- _--__. '----------_--'- ---_�.� ---_-_ ( t 2At PALIhMAM W IM laman lfrair dried Eaa�aAn a t+c_ �a valida.d e, Viefeat.a 2AMIU29 Fac caw sal Abuire qua Rv-,ii 2e:N7 Tnerm. Tru tier'Kl et- Sire derr<iYtn Lye don FF E (i K1%J PE nER+e+2n , inw•r.eo C O.I Exterior ❑- r8oliatS�'8:S PE.4340f Ili g7=r-IM,. a,AKaegorY: S,ingtta Eit'-'ha Dw Avae rib- privid Jxpn®,h__,ru•. Cantrib" [. Maros: EVa.ii Rii w 1 a �3n nmo. Regd.red a'dl,teu cx s _< Ia r FGfC 1pny Errg,, r FL02D4E 4t5 Firi Amore ` ler U�I1'i;%a fzt-r Use II utw S.a Y hoduct YmIYI IAatia or_ Atanre Podrt "ut HIM guta..dr 1 F#VHY 3-41AH yt i e.Them,e•"f'ru P't Dar-Ckes'c ii51loutI rwral Ii it aqud'. Imr^ad$rt,]I v.,We 1':,'.+Si Ff'0.➢aH no rats rate firm Danp':,ste Edge Ft- ii s,r,yr (i flmaw,nq'q''-4,tp9Tg % annpuraDOn D merrne.rru .Ili\.-;;rs9>.c.nos»wm-51.r Ira.. r„rl ea.slraaa,d-1 n.tlaquc! c,.arr 1,t,, 1,J-.<?:L no r9s Ire roc. L ar,,P to EdRe Fealyass !irgle Lb IN 34.11e1I t MSArntll2utsr.sng ,oil certgormmv Tr,.;r1c,. 71U F,IU 11ass.: an83Rr.c , Fla, rY:mne; rtrial4ESPitY lrn; dsq.s�. :::�e'7,e •:/1a :v:. r, ire lies *r, r-A ,i_rr,Da•ite Edirne. Fbatba9s Dwti Coo -.Xin e, rnlho.r[ srrNnes snswrgHYJl9wroG rJr •Jr CX. <�J rrnRp,ir,ammtJ ti'nrrmli.0 Gib.'-Ctrs.at and 53n nNr. SIH, N0111N 3ZAN.0 sQ1a.F1i1tXC5CVOi oJaWe ,s,:; n?d H:u ai ris rw'A C014 a Edge FlbmyliT9 Singe D­'".- Hog: X Imliguran->`n: 5 111 T,, F oa.Crarsc and `ae:db. cla, aomha aae]a,o agta,Yryrea.#,a : ,N". 1d 11In-. Is, .as its wA tJMYWfr[r,E4Je FIDNt�9c ,::npeC win �,y,4ie. r I tr,g10utt,e,rr,3 XG', v a CYC. 6 r Therm. Tru Flbe (71asak an, semhI star fear. s1 VAN 0 BqutR ec Co iP.nrie Edge Flbwjass LR±i:tar Crt ern. all .riS, wx.r1 60rINn Ilnv.ingltxa,srng, ;car ,r r3i:X., m}J'a Mi.ns1 g, '!Ie.^*,F T-t C.bar _r_sa :nd u'n A. !a• uTn a 8a398aaao..Frera#acV .r-<ix3ob =-. •I.• '•�. re'= •e !;f' --rrnp„v,e EdQ. emelyya es ?nQI. �' -:hs. plJuts'.,rtp'Xtarlp.rs*;`5 _ n. rnrrmF Tru Fiber:=bss;: ind Smople-:ill_ Nam a166039 A aq.d irrcadit-).:lazed L-ci,,l itu Edge Rbery4S3 _`ogle L_e�r'u rn Safi to 4) IIOr:rinyCnY6rit'V¢ XO. J Ix" t-t l ­ & r Tnnns:a 11',u b J,.rP:asaw: and 3,acll 7e,' NpTtn.l w&a 16 aqua YY1pa•slWucd .,�wa•w1 1 ,r'.'I,;+.q ",'t'f N;: 'Y'es +'n ry.9 �ar,iauvee Ede. Floi.ghssrrwt L w cur wltM1 t sxoNtt.4 tlns,anG'Cx.M,'w.na , N r D'AF, :migurar a�4r I, I tien„STr��t- r.,e"s."C,. r,_,tr e: .irery SLae ;F'Gbq'ot t,Y it _Y ..['tit 1_.. ��5 `b es vn nyn Carrr_snr EN. Fib ja_''_ilo, cxx , ns., 9. ?JISYIIp.X[Cnt;p a,iCri. ! LTnar1,..--"ru f'httCl�^x, arx7 srha,4'i i:ar Na*v J ba3'�aora arrreda� axM I;,�.I; ... ki re-, rt5 -� rETge Flbn}�s� .iy�e ti won carng� t . Lo'u F'10 tare ssM: .: srvur.I 'i ell I'i'T Ii::Ii:°9 rilrlo9a'fC.Q1Dut0'a,tA. te+ Yell 'ill. la m lk xd6nfNlJfNadll 1.io:Ced "I" pmPOaM"c' FitH3as: gnde Vc•E n n4rcwrrg ,•�,. 14 n Tn.r••,-s. r• f.5e :'...-c n�<,n. crYr---.. Name .,AA3:._ b'9,4+Far ir�Y �Is✓Ire ._. !'1 `,l tL . r.. h'Wu \P"i.k0 0P anp,rwe EIJI FILe1 Sat.. 5n[]A,I .. wdh Gend U/eided Gp-5xrklRa. ss, ,nRn .}-)rime r'Q,XO Jcir 'fir, o TtwM,ri Ili 1"'I.er :,PiultF illc C rloolll'•Iaf Nrf„ a * 1'&J Pax agent, 6T4au iA,,.d 12111P':"i'I:np h1:, "f.1 "Via DJan rg pcilree Errt Ff.,"­ veinal Oraia �1m vrfnai 3 nlrtl Mkr�dea b �.l.ate:: r ns.,r g Jl S�,ite YJt c! fixX:) tq`ep 40i TS: ,5 „ nem,a r -bar i--:i. v and .SrnbID1-.'•t a: NM1ndhEa iy4apla YYlpatlM1q,Ipt '-re}rat ,�-�-'J-'fi rio ec rrs •Y� cmgorils E�yc Fros+gb:s goys :lOu'wd^ ,Adxn Jpw ilefblsl Orts.nnp,C Las„ g YO r:A i Y Thenna-Tna Finn-4HiPC dip=d `.•+'r',sYriS`a: Nmnny 6aA3a8 agan.k,pr tl lty,a �r..:pe 2-..:026 13, ''ri rrs Fi;A CanpdaRe Fbze FIDKyss1 I_)nl the L'TR w'in •x win, lx.l l3M'etl Mdtlrd 7Pen Ss"�1.a i r,.sulnyr'iYarylnp, XY a f'XX,-' :Pmnipu r,flfn: Florida Dapartrrie tt of Su i,ess & arcfcssional Rewl anon Budding Codes anic ilavii Product Approval Application Detail CN& 611tr 21 om 211111: Di Palliarro A" runyasgn Ma 'aclura y^gy@g Ertartam i cicarw Ya,idAW far V I skim,-1 W FOC Alb li �i,w 81:Au, Ren:ro-, T~J - F1sT a,0aWief JN,s Rpsy.� rearm -`Dark G::'_-CLR Agana -Date PJ.CO VA: II'l ylo:U IG'; 6^.C�i 1"I:u n;;I :a p•O.ed cz.gay E,,_ D . ,9d t; 4W 0110 , 5, 115-: t9J &-cat.ge-yurle ' stng Frnr Dots Ass... a 74'409'sh{3r laafi,dusmese cdmp,aanc.Mrhua C-lace ., V.. a Living tin fLraS' Raa�rcA:ctF rAiii Asa urmnle &ULV d Tar Unr 6mm2d Lw Use 1gd'`1 t1�f$.AJ sail V hudlcx M«kW Iiur,Dw a it- Prakrel N..1aaare C.Vr k E,rplr k l Die D, KVW oulvde NVNZ Rasl,itara Prmur. S ooc. We, 1, I...,w Aisle ImI J,m}1 aarS„ q,cli s Cmi 04:'V2a21 1, '+es .ee WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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. EX TERi O R DOORS A. SWINGING The rim aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112026 Therim aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205, 03 +38. 7,f-38.7 psf 4.114/2026 Pella Corporation FL2646 C. SECTIONAL Mayne -Dalton Series 8000/8100 8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000,8100;8200 #1123 (16X7) FL8248.10 +30.0!-3&.5 psf 12/3112023 Wayne -Dalton Series 8000118100.8200 #1124 (16X7) FL8248.11 +34.4,1-38.3 psf 12/31.12023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537A N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60. 0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 NIA 7,130/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 61122/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-55.0 psf 2116/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation - Series 10 Slidirg 'vVinaow - FL12811 111 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 PGT Series 5520 FL243e5 11111 4130/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7115/2024 Pella Corporation 10 Series Flange =ixeo FL16280 Rri 512512031 D. iv1ULLION 11/ll Windows and Doors Series 5764 FL15353.2 N'A 12/31/2024 PGT Series 5500 FL261.1 Ni'A 5/1'16/2026 E. OTHER 3. PANEL WALL A. SIDING flames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N,A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 FL15272.2 +75.0 75.0 psi 12J31I2023 Alpha Aluminum, Inc. ,Solid and Vented Aluminum Soffit FL16544 R5 +54.2,1? psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimersional FL10124.1 111 12116'2025 B. UNDERLAYMENTS Tarnko (for Shingle Roof) 151b Felt Uncerlayment FL12328 N A 6/29/2023 Plyiglass USA, Inc, (for Tile Roof) POLYSI CK TU NIAX FL5259 NfA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Ni Comp. Off Ridge Vents FL16918.1 - FL16918.4 Nl`A 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N,,A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1012025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 Ni`A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIIA 12/3112025 F. METAL ROOF Drexel Metals, inc. DMC 100NS, DMC 150SS. DMC 175S. DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 i�'A 12131/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NJA 12/31/2023 fie STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Si -Tie Simpson Stron g -_� see chart _ B. TRUSS PLATES ITV/ Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N`A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. L\)L, PSL, LSL FL6527.1 - FL6527.5 NJ'A 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 N1A 91111/2023 Commercial Concrete Droducts. Inc, High Strength Corcrete Lintels FL1774 N.`A 5/25/2024 I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products. the following information roust be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE a v v Florida Department of 8tis,ness& Professional Regulal,on Cl) Fo -J--r Buikiinc ;odes and Standards cscz:: > Product Approval Application Detail 7D FLa NIII70 R3 � Q © O um Entity all Bile SuY i3Q Care pliimna RM Lm 4411i £gffidi4 Elwlgar a Ldtenae vatttlatra By 041IMM4 FBC AooroW ADMVIN statu RA-+Ismn ?C Therms tn• i.r•+dcr F :xhmdt- P E. R", J ii res P E G7173r.' X '07m 2f:cLo CT'%'9t?L_G 1uV1^J,'Lt:p .gFprored Catagory. Eatcrrr nci, s I&[;j S'41'S2d PE-434u9 ;8137 TS. c555 CIO [ S.DCatagory Sw'rsal, ny Eaarr-w Door Arse,-bArs s(asoersnnr4tnernshu ea �•l�V • (f� Coldpllanca Malaod: Evaluation Revor 'tom a rn (D -0 (••� �[ Plaids ReglAcred Arpr(iX1 or d LlCeri Ford, FrdFaarapndl Engine\y FL_ 1k210 O-R3 ProtlliO ctil 0 O • L eAea11N Asl. ranee Aocrmved for Use A.Garo Sad Far Use � � � /-1 5-10 Product Model, Nem Derar Name Pric rC..notion Cantrac#F:xoerad'on Fete ,n LTyhi,Z 13a�ge HYH: Pcaisrarrt Praseaare /m'{� c) �•�L'•[ a Thermal Tru Fiber Gust,+[ and Smto-Star othNo-naI a&li 0 8•quot LnpaCI&Q.Ol i Mlle 12f31 ilex < Ye& Y_ ter P&'4 'L V (D "a�J 1.��, C V rpoaite Edge Fiberglass 3r gk Pour \`-J © > Nntwar,g+Cirtsn,ng X ca4i9ursti :! W -0 b P-Ina-T!u how Class+- and Sma7rh-`tat• Normal 68".8 a.luor lTpac'Bquc�1, Cpaque 12n17:C%2 Ypa Yez r<, rg'i • - t,J C.crr,i Ege Flharylass sr pie El r i �/1 i1 L v L �Imll` s? tlrrsn,InAy�utsrnng..i0. CX ur 0XLJ v / �inJ +�CL [long ixaaanal • L v) 9 c T!leir--Tru Fa I and Srn,cth-Ear Nam dal Sase„9 E &au}L 1,blIa&quo:. Opaque t 21311N1_1 Yea -tom 'fes talk CU IR C.or,>r>aste Ecae Fite,01ass Doti E) r with or � � . V.amduSiaeltlraitrar'ngfrauta,'ri ,V,XorOxxC1 _. nngwaitior i 4 OThefma•7 ru FlFPer•Giaisw' Afiti Smro."Ith:_[:1r N�m1nd1,93JF;9;d 8,glwx.,iriipdc[&qunl Opaque IzI3I rTi YES 'tE.i:- 'Vt,yj NA GtufnprJ.Rte FNe Fit ergl.� Sa,gie Prx,r rrnswmr 'Dutwirli X wrtilir E, r.) eTF,el- 7,u F'r- Clacsc II Sl Jotngua. N.-mvnat 8&#108u7ud lrrKmd3a:+w. Opaque 121:.1 r1r27 Yes Y_ Vea W; 'I:orrgvYste E Yle Fite%IiII- Siiigie Char -th S.-Ili II-,t1xI0ut m2- Q. OX c,r OXo ^wiing Urart'i rl I TnLY T.:.r FlFierL�Sit ,nd _.rrrl ttr.Jir NCrrttnal bat`i,03gtx'2.Irrcp3�3quat 'pied- 12131Yes tt3 res raft, C. mpcli Ecge F,bergla_ (i be Dots VArh or nsthout SdG41MU (Ire W1YIg%L),4tg/,s .. XX or GXxO m fg urabansi 7 I 'nwtrnxa.l'lu F', Cna'.(:iasc,A; atilt L;nrxrm-.5v'riR Nor'1rna17?, ,8 aalro{,IrnrnuelSqu»ot, �r_;41vro Y ar3'1r232-2 Yes Yea Yiy W4 C.nmKimanP E':%3gn Fins rglasa 5e•,gk, Culler 11nss1PrsglCutsnr,ig, X canrigurationi 3 t, Tncrnra-'I lu FI 40 F Glee c ana SrrWtt,-Glen Nutrenal d #,V b kwlX Imwa&qucrt !Ttai I'.131 tX112 Yw Yd+s Yn r^t'4 C?mf,c,W* Ewe Fubergrasa S.,gM Door.•., 9,i61ie(s) prmwnq�irtewang. <C. ox or oxo ­Sgl.rabon5l a 7nfl .i.r U Flux aFr c. ant; Sr.x,oth-%all Norrr.nal MWII aq1✓ctir Imps .&qi Cila•rt 1i131 f2C_C Yet, Y.±__ -a clmre Ecg@ F Ibe rglaaa Daablr cli iii ^Y vatholif Scerles limNingf-3abli Axor oXxO -onfigu,ii i 10 1 Tireirm"}% Fulxu -Classic and 5mccillr7rir Norr'I:InaY 3aq'3'wO Rqut lm,pactSquot Glszc+rt 12131 r2n22 Ni WA L'arn('+raate Edge Fl twrtgi-I. 6; r 9k' a" luna..r•glc.ta,,,r,�, X canf,gura„pn) ,1 6,Trrarnlfe. Tru F 1i Gl6ic and Fn,nlh 14,r NOn,InaI A3a3g�3quoClYnpaaLga Ut. d_1a22A 71_,i r„tl YAS I fry- WA rnrnt'ce E:lge F bP=gl,sa Dim, wirr, -bdel4r+sj (Iruwin J ng Y1), OX or GXG car1:Q UI atlOny 1: I. T:^,crrrca-T,u Fbe1-ObalRc a A Sn, th-Stnr I;.-rial Uri C BeAul,Llrnpad$quot. OIa,W 1-1112-0_a Yes fret 1,11A i:ornpxvte ESee Flterg:ass D-bii, C:ac #I' L r .Alin ti It SdeiAles. nsx.ngfG„t�anrtg XX o, �',XXO cat f Q -rafionsi m Tha,rni.-ry F,twf Catili ails 5n•r;nth-EErI' N r dal Fi3a3: G 3qu�.,rnpdetar4U.6.. 1-pay,w r Z1:;1 .T.1,T2 r'e, -r'e6 '1'ec WA � rnFvrslte Fage Floecglaan s,rrlQki rX.Ynr ,+Atn. bqutrt;rdat-lo.pdaaquol, S"s1tllpe3r;a1 ,wniy Julam'nss. XO, O% all dice [wide uvatlon s; ItTrearn'1a I,, F, t-XA;aaC Ant,&mini 6b., l=,riai mili &quot"I'lle [flat, JpagUr f2,r'31 r`oll21 Yes Yea Yea WA Compdsta Edge Flbsrglacs CJouble, Dcccr 'vth 3quot,r,bn-11ToaclGaucl 5rfelrtes Ilnewtrgr0utsw rQ, OXXO ConfgvatiCr,j a Tnerma 1,. F ChII ssc and :.rnnuth-.Dian !9omina19GN3ii C! Sauor In:P5ci6quot Opaque Yes Yes Yra NIA C. Ipoelle Edge Fiberglass Smgle Oacr vfth iiquot,rk»I'rpaclaq.ot. SKlelnr{sl ,tnsvang+0ulswrrg; XO 1'iX 3t OJL'1 ^mtigur�wYna} Id p7haima-:ire FrberLEa%.: anti crilootn-5tUr Nominal8d#3r7G 3qu IRnpLCtaquo4(DoaglYR f:;C'ytf,?Ct:.' 1-e, Yal, ales K'A r;'ompoalta Edge Fiberglaas Ckwlmle Clcx .0, frd{unrNorelrrplidil uoi SKIT (Ill wirgrr'aulE rig, OX.vtn uollflqurati i 17 ,T Tiw.[n !,I, Frlxx- Cla.lG A++:f `'Y,ry.An-4tar m, al HRa3v88,q,xl,Ntsn-: P91-Nirg,4y C,PII I'1i 1Yee Yea No WA "ampositc Eder F.aerglaas Sri C'k-r :InsxlrsgrOutsanng X ef>rit9�,aton, I N r TlrernYa-T r F�Ge,.0 alert R--U v-cvrn.5or: No,nmV d&t 3;, 8 &I &..NO, i,pvrtSqun Ills Y_ Nu WA Eft F:hergrasa Rrngk ikA wilt 5del[Ma1 prw4n;uts.Mnq. XG, OX u GAT• r-t,rrfigural-i 19 -,. Tlx:rma-Truf•ikr-Ctael: and vn)tt'1>•Sta, rlornlnarfg7y37 i?&quy Fdan lntpa,7!S.q'ur Cpa,)ue IL,i12022 (aa `res NO WA ;scmposne Edge F,barglaSa 10"i Cibdr.Atn or 1r4twO SICKA s 1Pne-NAligf0L7(Si,W% Xx or clk)( ., t:onf gp i;I XJ t Tpan'ma-T.0 F,ber-'C liai arul dnxr,Xh Stal Nr mr:e.l9&rf3:'C, Squot:tJor1-Yvnpav78quh'. C'pbGue 12r311202•2 Yc:+ 'raa tau WA C-onpWit Edge Fiberglass S,nle Eoor lna`aafagPf],Itar+irtg; x rnnfiqurar..n 21 . Therms-Tru F,w ClassK and �mcbM Star P4arnlnal?+&rr£7.DaquaCN0n lmpaa[R,gtax. opaque 12131 f2022 vas Yes N. WA CArnlxrl8 EdI Flblarglds5 $Ingle Di it Path 9del`I 1rteatng'Guts-9 XO, Ox a C'XG ._ r. Therrrw-71 F-1--l.- and Srnmti No m.I S8C3,13.IG aquottkm. IrrpacAii Opuq'.re r 2r31 r_=2 Yea es rat NIA Corrlposlte Ecii Fiberglaras DOuble 0ii with O, Vntnour SiteYrrR IIRD+rIa 'OidSvnrtg'. XX rx OkXt.! 'o0gu7anertsi 23 w, Ttiarnw Tr,, Fltrcr-C7aaail and 5nax,10i Ncini 9ER3Ei,8 &4v ANw'r-Ir'r'pad&quad; Glazed 121'31= s "ea Y_hfo ?VA, _0'nr'i Edge FIW; S.Vie Lwr (InsranglOulsiswy2, Xa3rFgwaom) N zThe,,-Tru Firer-Clili Arld:vr:tiGeh St.,' N-.at 63it398£rqusi,flicrr lrr4iaa8Vuot. Glazed 12r1T121222 vex Yr_, i.r, NIA Cdnpoyte El Fibergi35s Seigle DW, IMh eJddre(s) ilnswingfuJEs.fn9 XO OX a OXC a.rrfguraDOnsj Theron-7, r:bel-,'I A5 _ and Sr•Xy,IhS,2r G,aIM 17r31r02J Ye6 Yq r'a,, WA -laoslte Foge fzlnerg Wa Double r xr ,41h n, ,rllnraut Soeatc-a i1riaWng,rrWRavfing, XAor DXXIG evnhgirmt s] 1E x..T'irenrn.Tru Flber.ClaAsic &nd :3mcwth-Stan Ncmmunar 8441&quottJo'+ Inrafart&quct; Glared 12131f2L12. �i as Yes No A far pirrttle Edge Flbl rgnasl 9ngle Door flnsl.r°wgdOuisrmg XcmlPoguaoon7 27 car TFrlrria-Tru Ftio'-i.'+nr-c anal :irl'txXh Star N.rY,a,al 8&4 0&quotPJrmlrrpaaRpuo4 Glared 12r11::n;:2 Yee re5 "ompparte Edge F,bergill- Sngle Uoo, wA SIr3sltNa} {n,.w nafiCtlt ,r Tg, X) C.Y a OXO cotfigura' i 22 zt T'r•-rma Ti, Fp-r ac.c rs7 3rr,;yxn Stcr Nomaral 4&f+3</.+Squc ^1= ,. IrrpatSarci f.,tazef! 1:r3':2C22 Yes Y" tar: WA :;umraFdta Edge F-oarp,as� CxiuLle'btir rim o• .,ntnvut Sdehreb ;Ir>gvnngl,C'a, vnng, fX x C,1tx(" ^L ?gr,rra7lons; ,• _ 11r1.101. 3U&J18 Colak..ns•n ^„27 NI loft iMc- Car.gay: E.it Czc,as 3avCarrgory:.9lidlmq EA,_- lcc. Ar, 10irs C,,v laic. Method E.L ei F apan it e Flaide R'mpl4are d Mal el...,r ens.d Fllx.7e rtyHriS]2.R1 Prod.cla Prot.t9rtntal Fnbinea 6-0 W-6, a it, t SE21E: 42,_I Al UTAINUM S,ai _ 5F'.IE54.0 Al I?AINUM sc!47 SF RIES 410 Al_ JWNIJM EC,D REINf .•R�:cO 4 'ItA 'i 421., Al LPAINUM �r C R-ErNFORC61r) .. 5£ 1111420 AL UMINUM �_Z RE11IFC R•XE tLa'i2494M s9.t rfla aYmutactureY R.nAslp" der., N.'ayne.[]aran, a taMSAor=af ,_.ern-d II 'I; drI1'DRd Cih+r Cdagory'. Enemas Mat BrrM:a40oM 5erslmal Es[er,a Ckw1 As:emtJ !••: Canpllalc. Maine Fvkuahm R-port ban a F Ia14a P,.a,sre' hAny,r.:,.-x X'."�r•v1 Flonrte Pr ilec,& n.l Engneer F u6748-LI20 +R leas ,Pr.gdict YaNL Number a Nana 3 6ollo Sn1.717A:^C.741105 at12 71 gnIYVbinp;p2nJr al 1.`4 r3.ttll l a17 e1 TTX= 'lat7.a7t1 Mwrufaaum FeweleN,n 2U $4 ::drnee LtlVMi o,^dI AAIJ3 I>,.; C,It.Q171y Ebi4ntsr CArnarr aubc.I.Wry E later Dec Canl­ts Carpllrc..leri _.ref _lam Atli v L whg f LA11537+i1 Praauas Jffi,t Rmuc! Mom'. raxnaa Name 1 937 "a7 72. , "97, *_ a-:d 54" `.3rsgb err] Peas d CtV5 FtA171ea-Rat Gum Tr p! rye yogi MenuTacturer, Rem 9ar, t,'_9 M1 'Nlndcws aro: Ines Category:'Nndiii SULCa.Gbry: -ni Naep Compliance Method: C-Ndt•:fildw Main: a Lrrin2 §EqA PrpaltR JgrxJ•L tMr,ka a Name a 11315 SH Florida LJePa Bient of Codes SWc;SS d ProfStanis al Regulation`nr "compliance Product Approval Application Detail -,D V1rte<3f v 7 19 C l ens Review cod evi Assisteted . 1.Rc P•r .ti,= with and a hY fie the 202,0 F7 ,, t', oved "cd IJ �X2 je)� LIOrr antler NC ann:naa beans Yee (&Lt BAla Dat Prod- Qe Ya ffi stwnmed IK Ani pparc,"g 6".n19t.rgt' <U.:e RCII I tna, St C:t^ 144 X,eh PE i, 3bi 33M-F-82S,i IM3;r-iii a`nic`.!C ,J '"Wl 2P:U "1.147 S:\' 12:15"n:3 AFtrO.Fl ,rt bnnlxt gcrQtmn.q :an 011aetY AieU:aC4 P4o,11W D.9a1dMu1 CQNIIN12:H lsoY dial Gas AGawedfa Lta• Areamli 70f Ins. 0 In Mi i/� Outytlr iLVr6i moshtm Peswrs Ali 420 ALUMINLIM `s�D ,.Xc. ^LC4 NO Yes 10 !qip I413144q-it.."Aquot N_`l.4REINFIDII SERIES 420 AL1JMINUAI $.^•D 1'X XO.0 ,J1t.7021 Nn 'no-: ny NIA 961.prtl;,Iicil a rn014.RENPQRCIEEI SERIES43e ALUMIr91JM5GOREINFORCEOGXC• 'rrq 12/311 rasa i»&ara.,sud&nua. np lap lirA bE:R1E:E1420 ALUMENUM-6 iai It9EOP�CED DX. I.21: TJLYii rlc Yr_- N'r NIA. w0 X%•9r:!AadCa xyp4ge.<. �E71ES 42q ALUM NU-Al':aCiO R@'INFDNGED XF F' a&3nY"C24 No YG rio NfA 74:16aIPJt. t acsa.a. Fonda Department of 8wirTess & Professional Regulatlorr Builrlirlg Corlas and Staroadis Product Approval AppllcatJon Detail F. I I,rl I Rr W, EDa.Ot.�f Sit 2" Data liandmn go EasYAeraLasnu yadatse By ssubmM 4 > Awney Ap"vid owryne Y,Rrnusn JannE px:.- Jefli A+nilin- P'f, FI°y;y;�'d,*IJ b9,27a.1'IN,1 1lY7i'311-WC '2116J0:l) AL4+n'+eJ:J rl9.W 7F9 A121 PE 51737 IIa)41 F.. -...Zap dxaxn,.sY.�wamedwtun : Product Vgili a O i P f YS nL AAsa Oh .1r3 Aax re I CAs::n !fi 9 1+r r+." .,1 '. r lu Yre V<s e31 (1r351Cq evaM[bin Ian rat nN RrRdiale S.Cm M 48A' n t h t� n dA39 ax Nam ,5 Aa. Was �, !} I „1 1 .,1 f`�02:• W Yss Y F $ ev C W 3 50 IV relic rn lop ✓ nl drttC" `tall 1561 Me, w ?h -.4di W% h46m i '-A,; n.] 12:7a Zl2l lie `n Vet ='A atIFTP. ?d e.-.eae n Inc M rn'Hiecla to S"M Florida Department of Business & Professional Regulation Building Codes and Standards ¢, Product Approval Application Detail Gbintedensf as Licea llyaidil d ell T-I Rli IJL LL- tray N-A%., P.E IE41 49' 2613 rp.';4)`r47-Oaac tat, .9sayAea.e.blay. Fo Do 2" patNDstaa validated Fnr ,_,^far^. Apar-9 asty, IZIOTO10 I:AII'Mall n2l21r7cM Asci p.ytp, qsw wine, AllM-lid fa Use Alwrov.d rat ii units[; 0.10 PIRII ]swill- Celesta -• Mkm LU yn RYnL2awRLAM gam+ P,,- '1.0. CA— and 01-etr a -ate entl Fairs d I2f311, Pala Yea 'f es Yes WA ridlrYr metal dwr5.. Florida laepurtmerlt of Business & Professional Reguletor Pair t ti _ Building Codes and Sffindards Product Approval Application Detail Es a- od. Dr. GR. P«aarn Oct. 6a."ffi Litairealar311gC5 y4Ndded ov Y r5c Amaral g aSNSia Bent &111nger Arrr can Ar hrt al a, -seven Y, ii PF 11l1'f:7):C, t to 7rMel,' 1,;, r'M:ti h;a.w..1 I-17) 355.3300 bill-facT1.•x, ^, ii - . rill !, 645, beilinaMC711ta'ae con• ai�,ar Arturan ., Agialpi fa u" 6mmatiliprum implicit pirai tT aft DH Madan carird Emaratlon L4Me M NYEE a ad k NVHzRiesbunt lialrenti 5WZ Fill Flange Frame lGA._Y,, Sli iiiii i fJ,gjB.nvj;?,Inn Yes Nat .:tva;•(I Leriirtated Gi91 (n (D E V l O 0 T O L� CL O Yr� LU Q W Z Q J r SHEET NO. PA 1.0� I — I I I I I I ' i 1 11 1 1 11 1 11 ill III 1,11TWyliIi I I I r 11 1 1 1 11 f 11 1111111111 111, 1111 1 11 1 1 1 11 1 1 , I i , 11 1 1 tad "I' III I I I , 1 11 1 " 71W liff"WVEvr I'', I I Florida Regulatioi (n Departirnerl of BusirItfilis & Professorial �q. r, •no I 1i Doplarlm" mt flasini & Frete",lonal Hog�,Nooir Florida Ueportnier-, of Business & Professional Reguti Pi 0, Florida Department of Business A Professional Regulation 7C3 > Building Codes and Standards Nllld;,n COCOS and Standards Builicling Codes a StarnArds `t,4z"' Building Codes and Stainiclards rWM2 t 2? C) Product Approval Application Detail Product Approval ApplicationDetail Product Approval Application Delail Product Approval Application Detail%— CL = 7C3 (L) P "5141,A14 FLARM614t7 (3) 0 —0 QL 21a Entity or 2811. 291 Calls, Pending! 21111 gritity rri cane aa- E'Ay at Caf , Nic Date pffiginst Ras us 211A gettemod- 2" Trip,Ygesion MhntlIaLW3LE TrW-T-r Coplacil Engineer & License Vilificlated by,,' 1-1--di r- i J F E Sulamri F5C Approval 8 12c, i 3.12-?2- ApploNitto still Wit YKVPL lllfiil�'-K C, itw 1"It'r-Lkili YJIM!11� VA.AAWJ ubxt-e.j VzUti -vo, yl�w 1i co".0 frooli1for a �Kgo- aarraler id, V45y.1m 516-tNid I Assainii ADMosleed R4m voqq�w lillana0aai cdi Ending, A Llidams, WAdtd IN vadalled subrodl I'sclaamoorial A, Unrold U) Un-7" PF-43", 76' �-,nS Y. 7ri -4 -�n -Sl� %; L U1, -d- ri�' A. n. * �', - " k -I �A lal J, -1, pc I 'C","'026 o-di�JX R-sion 2020 M, wlld-- D-1 I sifli Arcot-ral st-ii, M Mn oc 11/221202a I, -22nio-,O -'I -M Category &alrior Ddidirs 11 ", A--n- c4l"Niolry- War i�r� 171 '1; 285 .33K M-ril- A-b- r! I 317-A45- M er "Cat"I RXed C.mpli— llmh�d Cartkor 1& 1. or� L.*.q b.!Neqo*No-1- U F bride Regiviered Ar.hrl a brii F k: Il.rN :I.1qP It,-. Alli 111 1 , i 1 1 L C) ".4111 Ervg,npy fl-,"n5"a 10— FLOM 5111111414 Redacts F L020d6I -R7 Products 4.sv rareAAsuujaJj_�jj&a A-11,d 'a ji hirzi I 1AW :,w k�awani Am --Iod I it s Agoorrij 'go Use nomi D1111" auwmLawwjcm AUROOdLaum APKUZ19.WLUN XDAIQI 2aAW11 0 0 L J&,III:VA%jijM1Ct 11211111121111I fix LUse =122111Ir �I I MUMA 1)"tuc ft. oalt fills"a in NJ !4 Lii C L-'grarl.iel ra lllk4ilnl A ,ANSI Iii tidal I .- W Pronv,,' ur Fpraidur oars vi uiso, fi Nvru 92—tMt P--, INA PrI ModeL hm4w w NI Iasi F19OLK, Darsorliollo C&nkliall 94kilillon 1XI It, HVHZ QvIl" Hyru Resistant PiNisiI 0 S-# Product Model. Humber or Name Pfeil Oct oft"0110", Contract Extoorartion Date ;R Hi Outage HvH7 Resistant! PerMSkIM � .,. L1­- , jr-,­­ r 1 156115 wmesa s 040111f.1023 12�31 111=0 No Yt-5 I,il' 14, A, > Cornoi Edge F,berlilam Sargi Goo:lrswr,qt&erIrrg Xronifira,ratrarij, -0 2 "iiFiber�. - T,MCld S,,&-Ah St,, Nore.ral 6&0�08 III IN- rripu&irI 0"q�t 12 111 zaz: N. re, ILL '.1A Ln E 0 Edge Fiberglass Gargle In:-,r -oropowl. S4"Ws) (Irsaingii()Vt"nq KO OX a OXC aareq„ra hone) 3 c 7 hofrri F A-e CIaiale and StninewStar Nominal 69*39;8 &qkrtN6o-;ror*ct&quot. risque I FzberghaComposite Edge Uoole Door -Alh or N o NA !E CU � figlivabi 4 1 Tl,.!— Ti, F.bw Clai,w and Srnorrl, Star Nominal 73dl3*0 Cpi 121311211 Nc yes 1.3a Ni4 Composite Edge Files.glass, Single D- 5 e 1 ni,rrna, TN Foac Clan a- Serni Star reavii-qAxiviivrig. x conliquiatoor,) Nerni 7SAI JNi Noo-lrr-pagfouot rpAq- "A Edge Fill SieQ]. Clow wrath 5ldeste(s) )"0. OX or OXC t Tt'0111,l Fiter Lla� and Slim 511 oacritlwabli lNorel 61iffir!:9.041,quactioni WA QDai r'ja yet WA Florida Department of Susrrw,�� & Professional ReguIatior, Florkta Cepartment of Business & Professional Re lotion li I I Floats Department of Bush"s & Professional Regulabor P— 1 d1 Cr P.giw Edge Bui GIN Codes and Stan Building Cxxiars and Standards Building Cocies and Standards dNsWNY0uW*ngi XxwNf'2ur31:roi 7 g T oelrmsTra Faber-Clsi -d t�x�dh Mar I"oonad OP*Qwe 12131=z 140 Yea No i Product Approval Applicall1on Detail Product Approval Application Detail Product Approval Applical Detill CxinN;io%ne Edge liberglass, smile Door wth 9delrt?(si tinsNNingiouts-rog, =. OX r OXO oar"I'gursi a n Thrornnif-Trij Fflo-CidiAra, ,d Sm-r.fi iAlair "" 15,11 &qUotNori roparAriiiiiiror Opaque I J-1 2 ll rkr rVA FLXZ434l 11-91135"5 CarrKwal, Edge Fitargiass, Double LJaNerr wln or OW. [IA. �ddlf 14U 29A Elk, �*adiina ERW W a" 2M ca. IsMirdi ads Wriout Sidelit" C'AXC T- V-- A L,;-. Nrd i'lliall jig VaCdArni SIANeolti FEr A-ri A,-,d st.l- a_- veliji fearedLFI a, C-gri.1 Coalvl" A Lkli vabitalled Of yaldi !ilfroaledl PIIIC AmNoyal A-9 nta version manufwwrw canlaet roakim & L-ft� Valkil all, Validated SL&Mvttd W Ancrevall ,roved Stan* weliqui,%,orl The,- Tod r�be, Caii S", Nbrolisal FAW39.8 GLai 'jo 4iA Aflarni 21,:Wl PG1 "r -Ni 0- 0 -Eq Ar'-1 v �P-r-d C E. - F�� I-T P I 'r �9�- 1 0 20 12, 'Tr. 21 _Vni Afferrai 2M �I lodurares, jars R..osli Mari Wide I ---LR Midarri I VAL 11ftrB20 1 illi'm2o 0�.Krsrte Edge Fibe-Qlai Siegla Clan, cs PC '-si, Category'. 'auri (241)W.(1100 (766) 3t5-2511061 X IlLticali I'lli )oN&oa,,aNQlN0IncLse&C 10 ThOIN`2J(I,Ftbe -lasor a,,n Snirri Star B&I Jisquou4"'Impdi'Grazer N." yft ran 'VA r"L,k cr Lii Coeo,lani,* alloalIxt L"­'­ so;-,t k- a co"llwawNAMW' :Wri i or Lodno an, C-,nptdvw Edge Fllbagl- ningle, Door nAr. rl,- Sdalrelsil AD OX or QXO 11 1 T,Ir,--7rd Fri arc Sri Size oonh9r.rarnors) Norrisal GiLar7-d 1231 n-M yr, rag NiA (kortor A�jr. A�. Adam r�.d !a Aji A--41. -1 01a?csa.Quality Assunal A-andfilarlijam Awladeed Im Um broad 21*M z Edge Fibi DwINI 17,r�or onh or sere NA W III Wait, o, Manor Isrodast C.-or-A Exri,A Cli I, I -Wz CKA.W6 li li ModoL Milgrim a Nam Product DtWiltm III "*.Z outside Rtdgm irePaulo, AXwCrAV; Largr M.- 1",4 1 a'V r - 'A- Asai, 1, use AmevW la Use I never, $&*Wl 1. NIDWn andwd,'Pors Akitailhid. 161111 OV26rQ0 Yon Ye' Yen, NJA Wrisgiaral sai �tu.t N." r-ao, W- D-Wali 'JVrIZ OL'td. IIVHZ Fasm" poassai i Thermi Tiber Classic and Sni Star Nomirial Clllieea %1:1" Q0-2 r-40 Y" No NA 2 1 T 4 as vos Y., NiA C.orriposelle Edge Fiberglass single Door fltarrfegfOdrts,Aoli A oonf ratiori 12 on I#,--.T,. F,b-1 xi S-tISI., I 7&M,O &q-tNr I oi Gkidid 1. No, yors "i ik1A C��'pc4ft Edge Fila"larm single Goo, wem S,diii jrii-ingXNalai XO OX c, 0X0 whgidrsmi 14 n Thenind,Fiber-Ckassc and Errooth Star Norri Grawd I . ri 1 I.Y-2 No yes 140 NiA z Coniposite Edge Fiberaitaii single Door xaorwilv'strori i,rj n Th.-Tind Fiber Class, and Smooth -Star fbrori 8&fi%08qwtt4on-lrNPa0&q-.,ot Gwed 12i31:2-M2 ye,, '41 NiA L�vnposite Edge Filarglass Songi. Door with XD 07 , rjx0 Florida Clepartmer, of Bu%ress & �Irofc^.s cria Regulation Florioa Department Business & PI Regutabor Iraq, I Fiords Department of Business & Professional Regulation F.P. I or A 16cunhgura 8duli arquar.tio.] ropai Gh.z�tl 12131!20t2 INU yiis to, NiA BLatcling Codab, urau StjodjtdS 31, ding Codes.1rd StMordtirCIS Building Codes and Standards C-OW0 Erg. Fiberglass ()OU" 00a onK 01 rr&- Sd.ktrs flnvoa s";vbl XX aI)Xxir" Product Approval Application Delaril Ifir oduct Approval Appile ation Detail Product Approval Application Ottiall who.rari 17 q t'lo-rai 118 &4dictirlo-Impai Cpaauc t,nt31, 2 No yi 11 IN?,; Q"P1io-wr Edge Milli &i Door th Furia'a-16 EL01 UII nA14*441 T sr,:,ann (in�rii;00vavi DIX ccnfqurat�) S r-herr•na-TruFiber Ciin;- arid -2!th Sus, M*39.8 &quat,N.n-lni Opaque YA W.Qm!�tii 1: C49 Eni 2" 2W1 Dialarlamill- 218s Eraft, or 2d, 21, Daia, ftrndlrm 2dr Corm-* Edge rdairgl- S,egii, lk--Oh .,ad Trans- lin- Trod Visa- Maadissai Janes Ha, C-A Wr an d LdcrasC verudisdord IN �­d I 'I A,j­" 0-1-14 1, Itasua'and 5,11ii-liad I 3C A-- A -A :51jr., 1 rL VNI, 7 1 r, 1: - zf2k Yen- R-- 20 NALWAkil'i 1 asell is Lcerae jiul I Nis Th-, 1. "ckn I "'tn -1 t R it"U I E Yd-liam &,&-&ad 611 N`1�1 j. V2 I 12122, CCIano2l AM. -I Z= Vestigial R.',isiri -10 OAF cortam Enallarasar is CelinaVAkbdated III IMWMd gaillarifitirind Mi W slith Rmior tills -en John W KjIti PE ;2tl9=? 1211 f@CA-,,,d Asigicivad 12r�022 02107rm-n AI I P COX of rvoxo oarang"rAwa) Norr,irdal 61110 &q,.,t N- -1 irry000geri opaq- I I N. 141 Ii,1A cagi Ini'd'ei '�^51 14" AiU nc� lirl", cali.W.Y! �e i 4'0i, �-2�ju� "I 4�11 A C.4regory, Roarre 650) 766 3,111 PE-%156 f93417726224 5 C-Povile Edge Fiberglass �inqle Dii vAth "C"WIT. Itall r�,N" 'li- -'-pi "', SuiloCANiecry kaphiik Sovi vi-igge-ir, mi XD.:�XttCxo oompflar, 0 Nforrad FralliiIi l4i t- R-pi I. 111 Contnuaus HAW and Sill R-i-jrj tn-; L.-r- F e ne Fren4a Rey,.ferrsdacnnect ara L-aa r1crios t Th-Trdi 2Nj SnNnoi Star Nn-rdal IdIaliff!,,13 &quneNo,-Ij.,nr&nI Opi Na YAS, W Gnqii 19 Pol-v .. I Fp- Corrpoarto Edge Uilberillaw Siogir Uk- rN S I iraelife;a) 1`6411,13162-M Prwdii, FLA gjzj-'U ftliglims r.Loritirri 4.ad and ';Or oavhgvvr ,) N. NOA -L - Atigi 't. Aw"Y.419ril Aff P29 zi-oz Qij,a*N Anisi Alqr"nj rw V, 6W'gyrj inn use know Destari QWRXAUNNO AMUftdi.19-Vier ilagmilsIALM NEW" pli 21 d I herrina- Tri Fiber Gamic and Srrlocoth aw Nominal M03" BAW Non-IrInloadliell Clazed 1.-`f3V2Qz2 No fes U91 f!tQ2LK I "Wal Illinois lit RM Nglal lainicusiduri III nqtz IM1,10211 likilublato, L'3xll I 1.1� N, U.4.0, ft-*� 0.1" Pill" CNNK' - 1?rj1L1-:f1R.1 r- a, i 314ard. v.Z st-larair"i P,-,. ago far down Model. lisarribef or Hj= al-i De"'Wi in tivKz W** H it"Wilant Meow* C.o,repinate Edge Fiberglass Sviot 3�r ,". 5de'lla,"Q (3'swrwotsioing •0. O v 7 QXC -'-,4.,s Lap 1--, men N/A ,. -"T*-J-- i,nk .-Olif ,JrIISI is i1llrl No INA 1 W Asidi R-1 Shr,g- 10 d- F6Cw,-HVtC Fildpgas, mmfwwd "I larrNeal 5-tab and Nn Y" NA Head And Sill L. SM+",0 110--, ev .0-1 , '.1 1440 No , Tbe,rm Tfu Floe, -Clamp; and -��14-6tar Glazer! 12,`3 1 r L11112 GO r,4 ,err 1." 31 3 No WA -ornprsdt Edge Fiberiltass !E-iri Dry. mtrr. 4 1 - I'll, I ', 131 rIn eta F. W. S061I 0n9Wnqr0UtSMrv, XG, DA a,OX0 rLIA C ontimioii FIaad And SM cernnguratNi w Tln-arT,v Fiber Cljarak and Srror*�Suir ni e&*Y,.o No Ye, Cor,,vorste Edge Pbei-iiii 0or:N P.-I with Ni Sd.tdai (I -nW0.tsi X. A>cY, a XMY, Ni- co"Pos4e, Edge F'Iteiglar:,a D.0, P,ar" 'Aoh vo't"d )(Y' KXX roe XMN ooriri&uafi-� ThAf-TnFiber jCIssss6"Snvooth-Ctar 12", 1 No Yes 'jo WA cal,nnost. Edga Fibaegla" Dae, Pft-ftmth V.'tAn Sid-ratil VirswingrOutio.-raq XX XKX a XX)0( Florida Department of Business 5 rNofeascrat. Recrulaton i 3T Iloodu Uepartmerit of Business 8 Wolifessional Reguliallon P" 1 Florida (]apartment of Business E FiciFessional Regulation paii df, oonrrguraurna) Building Code. --,d Sta -ldialids Madding Codes and Standards Bondi nig Coo" and Standards W-.A21 2F. z T1remrrsi-1,, F.Iaer -Ciii .,,it Si,INoott,-54oi, No-1 BU39 D I No, ,roag&criot Glazed 1213112t[= No Y- N, luz, Edge FrWirgaiiv GraP, Pai-e. Mth VPW XX xyP Product Approval Appitc at4on Di Product Approval Application Detail Product Approval Application Detall ""orgi,rahors) 21, za ri-wredi F.be,-Uasm and 5rool Star rJorninal M" 8 &Quot Clii I L1311 NO ye. r­ NA U-Plisrte Eril Fbeq d- 4inglt -k-, vrr In WI r, FIL1112)28yt9 (Iria.,Qici.m.,ro YO ox or OX() all&E"oft•o," belt re km D" St" Dart lin"Idna Me S291 Date or 2n zb T rne. n.-T,, Freer -Gamic aJ --roLth Star ountIi No--$ 5!1111 Glazd 12131r<<2 NO 'e, vorl ft-ewiunrr C;,*W E,airrrrt8 LkNinIst vAdvd Qr Vkivi 3011d FacAoli saial-owl 21-11a 1- vabdii butimitlildl i 9C A-,,Y* Aii aim- lvp. Varna- burnOh ,rw Censer aLleanlyNiddabe tie Stailc4iid glisellitad Ai Aaa:revr Ai 81- C,ornp-SE dge .Fiber lam Cot" Coo, Adn 1 07 TAJAKO Si r-aift L� I li4tr H'Y-t Ii Kli�*31 �L =4 Nil. kl�ir�-.2� i 1:1-092C j 1 ?1-1 1,,. wo,.,lora A Y.:r, PE D'N,, I DgIJ Apon-Ill Rri m2a Flmda Mai Praduth lot I.:10e, Joe., Jarneai doodad P F sle"Aar, M 14!i I 051^_1/20X 1 D, AW-4 1 1, 6?A 6644 PF 12 C :812:i 2VJ4-fi PE 41:1 7 k4lA Catagai Realms t900)711 CeUCA Fingro-rai I'171 11 r-6i484 rk-frig A .... - .. itiarkilp-troo I zd. ThCri Fib-Cla- aid S-%Nj(II 5Xar NorNeirl SUMC Y- r 4'r f, R.ral t-- A " I k e- r, N niAgal Pan 'for. iiarq 51soin, Coni �W Edge Viborg Dix'each 14#W 0 C.Mil-Mft R'lodn- . sdI (Iftwe. gloodt-9 XC' OX or OXO moltafi-s E'g- 33 zd -l).rra-Trij Fiber Cl�, and Sri Star 1 "p", eY 21" yr.. "k NIA OXAG No. -Vidl W!•I &W."d rIor f Or, sal" I -da ?" z, Tlw� li,u F,b.,-0asidt and -1-1n Slar Numeral 1&4Kg'o Sna PM 12,31 T- tqIA la'od�t M.&I, Wal Z Pr9ami Drsykad- !�t EgirAl Q* o !ANZ o,trilat "M R-14g-W P -1-� QW'1YAqIiYrarrt Ampftd 1'. Iji Andrvidl for Vis, III Doikop ML.&M or 11- Quality Aslarai jam"ind for Us, Ali avoid rot V" Iffil P-didii 111,-�ton comadi Fjogal DA, In HVHZ Nauru" pnrasii Edge Glared Frt-glass I-,g* TA%Ile- PPV j1rJ11ra0--41iWH,) ria-de."'!.frr, :'. , , F.": '.\'z "1 11 4 1 � %'n I ".d.1 Disorki 11 rlVHZ 111i laill.tard Ifervirrours, ii lir) Almi Ril Weir for Cot,,had rotir fWinarreri 12r,1,1"4 Y4, No NiA cl:oir "th or -1toid I Will 2 Sidebtals; di'&dt- u `x T% --ihdd" '1-: -k -V :"::f r,"m L.It 02" Qdor-ro -girodblo-V X OX )(0 a, OX, -69di jadic-'-N, V.1' X ?"A .[a3";rdn1 -IN (r,,,!,oI NA WA 4 11.W. I W -0 Nl� ,IIN b1II NIA WA Florida Dcoartneryl of Durs-noss & ProfC53icnal R0;jI0jj6rr Flonca Depa-brent of Business & Professional Regulation Florida Department of Ekistress A professional Regulation sage I at, Florida Department of Business and Professional Regulatian BAIdliag codes and Standards SL,:d,)g Codes Ali &arca i lar4: o &ildirl Codes and Standards Building Codes and Standards 115l2022 Product Appiuval Application Detail Product Approval Applitabon Detail Product Approval Application Detail Product Approval Application Detail Yjassin I hillskusaim L uAras-iLL=t 141gailidul" �kj 1- L 6Llirl. P Q-' r, I . . . . . . . . . . . . ........... ;-Im. Dt* Dail, Nil ow. 2&0= LOL-kaLmit MU-W X45-, A''i 11B. rt'� 7.- Y-Nn Fi4o.on 2r•lyl F-1 Qn'.Neg C-I Up*- & L-,�t V,*hW,,J enr INtIo A�rvc C'ai �S-' �i V'fil- voll4as" SlAirlill I NJ I r� r 1?nj'X li A-ci A,,,,M 311 Ar"a-1 Tie! Verallita W"- Aj �� 'i PhotilliCoOn P-I LLk:. looiLg-1 fts a" tual-alff I Listings ydwskgLft Vadisto &AaM Tim Rotinso, AAaW AL rig N. P E Joi Wr Kliri PE 119/111 11�4)!KrQlb Oak ONO FKA" Adlero I LW V.10XI Sarvir (D F11-111116259i EnW o 21MR Da 911k PW& =tuis C4.9i ki-,'Arl; , PE 4 �A' Caiqr R-Ai Ii--- L i:� caa.Q.Wz;h0,r,% �i EaC1751 S PC�4101 Val2100 Manufacturer Contact Revision 2120 POUGLASS USA MauryAlpert, fMineer Va I Waited @y License John W Wlidatqd Sybmitted efa4bg A22ERZ24 ApPI M2&2020 1012212020 FBC I 21150CY20 5'ed: am - Q-i.g '.1 Cumnl-- madi rase Ii ren, TPr, k-1, T,'- Wei W rin croon Parols M Category: Rocifling SO-54�-33133OSrnalpLrt@pol.yglass.corr, Robert Nreminert Knezervich PE MY& Entin", Subcategory: Undarlayrnents- PE-S)168 (9fA) 772-3224 11MV20210 LLLtLVjjM FUSLI Er,-- 1;g4livAssurrivii Arial 'or Il hnaal:�LMI& IMW Dinsky PL01501"A ft-k� Com p I lan ce MeO od: Awt--Lw-,1 ��2a it, 2V Qri :',,r I:', ar Eggs "?m ivuull, Fill UselA, Adialwariesp Anaryund for 1j" AmovW Nor k1m olomi Division F7- EvalLarbon Reporttrom ftdd1dt O-irdt- C.11*w E�14'01 ti 9 -v-1 W'.aa -Wz ji�4vl'oi 'r -, NI QWMA"ZA*KA=20 QLWWLIM lSt ftumn a Florida Registered r-1,4i, '� �"� - �'.. ,, ',- ! �' !� -71: �' - 14- �)' ;M:W-W Strait �-Aii "I! �A'kf ':,o I ...... WA N/A 10 Gas. G-inwna,a sti St.". Pa"."Wek, Car, i Ciiir,ii d 30 vi,I Pai o4a" J 12131rVI Yes Yes r'es rLA Arch.rrea or a Licensed Ficri Professional )i firiltil WY Arai to L �A I U-i CA I r-r" NIA NiA 'ArA 24 Gage, ia'ai -A'. alari, pone~fH7 h-dr- 0,01i 9" S- ;aoi leaned 12CICV1 W Yea Y" NIA =3 Engineer SA . "Ialal S;*- Z WA I, NJ. a na 1110 Ilc*' 10 V-1. humuane va"a"W (D L-F-,A9iiIj 11 Tr' yo, NIA N/A FLa6259i Products Quillb, Assurance ARAE2jtaf2LUft ArAlj2XjAj2I kB= Deft U) 8-0 Product Mn", Nurrattar or Hama Product Deal ration Contract Er&alig In WAZ Date Outside H ROSMNI lardissuras I Polyglass Roof Underlarywarnts Reding underlayment- I W I rx-" No Yes WA fWAI-61-2 5 1 Powas'r Roar unoemay1wits (4vHz) Poll roof jrNiteraymorrits for I In F X IMIW23 Yes No WA NIA HVHZ Widictiona, > 2 Polyguss&. Root UnOtellayrarents (rion-WHZ) PoNlass roof dinder4i II liar use in 12/212M No FSC non-i-VHZ jurisdictional Yes WA -14i 5 Florida OeodMleft BIL.sini Professorial RegulationI 0 Of Florida Depam-Donof Business Professional Ro"ton Nor N4- Florida DepaAm" ofBidsoni & Professional RegulationCo 1 Polyglass Roof Underlayliver's, ("Y"Z) Folygamssnadichorn, roor underlaymen" for use in HC 1 2y2y2ll Yes HvH7 Na WA N!"'N Bdiloi,,q Codes a-d Swiri BuIlrding I and Standards Building Codes ancl Standards Ir=21 L- 0- 2 Folt;Varp; Root Undeftyiniii (rori Poegri roof Urride,13yindrairs, for use In 12l23r2023 Irto FRC -N�%(112 jurisilk-6- ye. lQA •WAJ-= 5 Product Approval Application Detail Product Approval Applicaticiri Di Product Approval Application Detard > 1 Polyglass Roof Underkyrroi (HVKZrp Pollglass roof undellayrrents for use in 1W I Z23i2023 Yes HVPZ Vadsoborrs No WA I'VA a< 2 Parydii Roof Undedayrrents, -,Non-HVKZp Pollograss roof Lmdeflaym ents, for use n 12t23=13 No 'Yes WA -NW-6225 ErI or DqW 291 Dow loorldirliq Na IfIr,dria tut QPA ONO Car, P"Idrao "a Foe norl-r-vI1Z juarsdKiltoonal r- Version Marafacture, C' FnAlfteer is Li- valmePitsell Validated Svbrdtj li Aporl Appro-ol St�lu% Im vii literweadviar C1s0&3 LMEw Lisailin Vas aiii varilchiltoa smer nee 15L Asaoi Aaarvind Mika illm yeatiar, Wimildech- iga= Enislariar A L- Validation a, validated lumirm Fw9'Alanariarval &2=M Sund, I Polyglav, Rai Undielayni HVII-LIP Polygla" mof vr4erlaymer" for uw in F3C 1=20213 Yes 140 rQA Fi ro m X At Arni W� �iorddii .,tl r,:aN, li � o Barb- �eorik I IF- it; P F- T,r,,- 8-- �p I � F 10 e K K 1 1 1 101"IX-1) 1211 '1 --',1 ij'-no �il tril'.1 1,- 11-C t.111. -o' -C � Ilp- M W"', 1101 zl� '11121��"D I 'Ir., Z., I I A� srx"I' Ali R-- WX C onamai C,iii Podwri,led Rt.1 GM, 'garri Gmeorbirt, Jan. Hivy lZilir?U-0 �' W2020 U111i diag FI Ai 2 Polydast Root Underlaynents (rion-tilie-Z HvInZ iflimidichons Porbigrass roof indertayments, for use ir, i2i`234=3 NO Yes WA Category: 51Aters SLbC~ry St,- Pan" 0I) 712,931 m �bbRAILI-earri CaNuirpare 3,AC4.W,,y. I-, 0211 n K. 3377 i 4(1 5 1 - 14 1 C4oirticitrai Canw,ral Sullocusgarn Pro(idols Irillwi is a R�ft of PC 341N�R MZIU-5111 FOC non4-VHZ jurisdiamons Corrip"ancelfarbloo li Regraiii Awhrbet ol a Li­5id', Fli R-- t- L'4"' i Tn-oft C"llani M*Mod: Ewsuarion Report laden Fyor�-,nal En .3 a 0 Flan 700*3 Products Carey Aswanca AEL--d for U- Aw-d for use ho"i oraim S_eq is Prodl Lct Model Number or tlenre, Quift Assil,ang, Apic Novell 1�ir li Arforooegilgir'; 'i Dry a Product L?"cript.irr, Cortract hNip-laUvr, Veto in rVHZ Qgt$49 H�-U flassi Prvar,,�, lillif prqds,cT M 29 a', II irnot, 0" Woo :T,,V qC:C,6ki­ -,", - N,-P IH Xi,,p JsnALeK-zW1A0 11112-o2' I,41,J I- in "i - W14 Ima V- 111"191 W �A WA QI al-arara, A-arrad 1, U- kno-ad For U- brosad Deleon, n 24ra Call Staeg Sio- 1 249. C: al,,.Ndred St-. Tk i I !'�Irl-4 rJ'A NIA InA siroclixt Model Number or Hym Pfedo alternation In Hym "Mile HYa PASIUM pres"M 1. 1 S'A�' Air— 0, �T_ 6 �,bX­ Wal -1-til i rj: 'Ir2rlj I IN /A N?A I N 'A I 0i Fni 4 Coararri C-Nt� Peer in Iniii And pleflIesli coaln,`f i QV-wQ2' No Yes PIA N/A (D 0 co < & Pmfe-i Rd Florida Department of Boviriess & ProfessiIii RegriJo:ion Bui di rig Codes and Star -eta ticis -x, 2 ,r lonca 0apartirrai ef Lkmr,;Is sea n DWIcling Codes and Standards I FiondO L)episirlmory- of 8usM0S3 & Professional fiegaii EuIldri Codes and Standa,dis Fear 1 02 `0=1 F— Product Approval Application Detail Producl Approval Applitcation DeUrr _�� Product Approval Application Detail APR 0 8 O � /LaI1tt-R1s' ELM9i7T"Ali f19}.4"�.":i:R� /// LU cord� Pori & Li- valao.4 my 2AS Vaki 2a &A., III oat fta" PSCAM" Be ftp,-d SI vai 1111-14iirl- milt? y'�aaeo kn"aliNinar a Ueel yal4alli III pal- 24k 1-41alid f L< A-10 %aapg- --c- I", Wan'd-si CrM or "�oiNkNrro llroIr- & 6ioara. vy 4WW a, R& 20 Vai $,bmtidl use Isarldrao II Aorit-iral 2al ADM .V Virtual Review Assist, 7 4 MIT.. 1,, Ift-, I--, 9-1� jr., Sii 1--r- 7'a- tar- Cllv�--- I C105-w-oz, Appl-A I 5"o Wd I '�!e- M k1- P-L "II-7x 1 11� -11 Plans inc Cabogroarr Gbridt-1 CoNnr-.- t9S71M%-&1%5 Calaeoi Fir,dvl K'4- 3 4, t, Caine- r �e 4L ING ":'i III "'i-I 4',A Review COMPleNd and (D SNA,Cafioiry� Truss PInl- Complaarol Matti Lai Rql r-ri -m 'M! I f. IJ 'J14:1,ri Sukc.,W�ry. Z:,g-d l-i Cotopaxi Method E'AiwA Rii nser A siobcaoca'y I appr W comp lance with the 2020 FIRC oiled by Debra 7th Edition rILXWV*11 ftodud, Anne Klahr PX2300 iiijer1l4tris it Alsill'ans. Aoor-d for Uss A-,*I%W 1, Liam "-I oi -1 AridiIrrili 11, gst Azy.yec I� Jr. id� C-4di. ale AMA ft"�t sl�kll. Haiti I N-, �Wiodroifl Q�-III t 1, qY1L: 0.;I R^A' Iii I iiiodurt IWA flambe or N- WIWI,) ftd..1 Dir-d- C.1ti EmArratien Dot 11, >s 4,91 Ntftglh prase ori or niece in HYW r", oalsidir f�ii Y" Iterrialiant NA larvi IPA rssN1- L1,L � --d % on- L-1 r I I I Qr_ No ":. "I', Nil I now 111,-Ni lik-L, a, N,- glialli AiNuil M"'llixt SIG=a I in 4 VIz Juip, doted I% Jig Oaffsk1b ov-z lorroad ""'tant Darla P—same a- 1194 s,9- lob sireoult, I'd- ".'ne'riv pkil, yes Y., NIA F-4- P� 7abel Aniol [A I F-d It -id L-k-1 0,11 1 14� I', N, k, ir,�A i"' '�'N WA C "'W" N. Nl� 4 Min I AKII 169, AIt-wara.. IM74 189. Nor, it,"KM wloe�hai �q.W I- Y- 'In' YEN NA SA NiA 71 'im I 5I`1rINai .1"Imai I-- SHEET NO. 5 W, 20-cs '23 9. "W" -N, W. 4 Y- Yn' ,A NiA �-O -rai 'ar- V72l) gas rm" Wolno-W, W I March 6, 2023 PA 1 1 ■ ' Florida Deparliamaitt of BudrAms & Pttnlaasional RepLlation mage 1.12 Florida Departr"t of &niness R Professional FtegLdation .K. • a i awida Department of 3usinaas 6 PruftsslDm! Pegani Pea.' art Florida Deparmm al BLdnasa d PloJspakmW F% laUan ape, st BtYlliffirtp CDdM and Stwid" •narxas Buffing Codas and Sterrlmda 0 14'7a+7 Building Codes and Smr+dards anA`awo Building Codes wall Standards sneJa72 Pmduat AWavai AlWa lion DeW I'mi Apr oval Application Dam Pmliutt AW001 Application 04*9 We4ltCt AWal Apo"Non DOW FLO"N 4aq FLd1MYAl FtJeaIARiR rRV 2mb LaYte Osfm Do gabl!aa 4tfa Cede ARM gom Del Dab.Paaflee Qal CNagf E2P11!e ar Daae gala Ddr Peax4ti fare 926 El er go no Deb Peas ams Ill 1y_eyi" Mom**", fey.ar8, tleaau v01160011 of 41i FYCA"q.S1 •A!r_owd # Tfaa Wre4r _ m t 4--1 tufts. l 7Jle�.+a 1a041e"i Vi9604 41106- o FacAliel Ape'" vans f!P %* -Allet Areell #i eer #U"eve W*-tPl WR1410100 felilailimf Fk AAV". Appel 99" BW ' Numbsis" ! KNE"WiLL-Imem wwsw #00fto MAEFVw Am Adefflei 2140 Paer col"W"i Joe FWydM sell W'ndoff"DOw Js.mp L. BLOW PF 6 C7114atZ TV147C211 Ormw2C20 Approwa AMriaxt 2= Pais CW0001i Jae FWytlon BwY& W,,WW an!lkrw fF �Pt U_C C"14+20X IT,r^.42t20 O'r22,2U' Apprwc-c Alirma" lt0;i7R Paula CowmiMl Jds Nelsen Sell Window"Dow "Yemen N;gkna,.r. Pill a 07�14120Z CTj1*2020 DlrZtaox Apples Martegvr 20M Pose COMO&%, Joe meow atom WamM Sd%mdkr T.F. lyre,PF.LLC 07MU2070 07"4W20 oyrdam 20 Approwa 4:0te9wy: tim"C a 111"We0n MW%OaeawAN*t*Wn COUCKF10940/g Caa,a7c Wmors tbaM93r' Mamumaa+Aammolm (ba1)a.1a454a5 camel WnaCe•t tROb,-W malu'Se'l AmOWabn CRUCK F-#,Wtrg Camel VAIA,+e kbraan PF-41193 (W)W54456 4"Caeeer+- 84" Huns (841) 8214W W (961) sat 410V subcala0a7• ame Ftaa W-.l w-- 4m aADami, P I1ro AA 1 S a2' 4P0Rf (aa"49`09'r SebCtiaawF FOad M41) a21.a088 C4ewFYNam Milker C.rllgadr Alekw Ull Cinps.a. *~OrilagOPn park W Jstrg oeaeercd2Gappr7+e16pe Cetto' ItMlhol Wall Niel 0,'uayng Ill P-vA,aon Paw POme DefowoAtowDmomo Atmm 'e tom -P. tan funWalRaBNI - Al¢dhlkawalkwramil nlr 40,00m Proke0apal Fr1gYNt0 !L.! Pre&msel r.Mual0me. Q,Wib Aeyng t+roduatD.aadedaa eaetrwsxakwframm Ampre"d in Aar Use f awi.d 1n 0a21lilaM2 M uma blow aseell ILA -Paull Mai htlrPal NrmAervN«oe 204kBaRl m C«e1:la[r.-aal •Or 81mL> OUL.9" aDAMMUL m04H2 tllAa ouride WLNO Pmeewy dal Prahma all 14geOrathim Prw.aa.an«uen fe�fi aenmadt�YAa a 9'.41Y3 Aaomalhr gas C.1am.NWa raO PAMI.e1 Aaaee await! FiSttNtS4M Pledgee QENUmrm! ANOMMforen ADKWN nifs iamb !� 1 BMNa'0'70 Nor P�wfOnr'w10a s'tia Nrrp Writ etpta Nvq Waranr I'tr' a7Pl mrt7QQ7 � Yea Nr -90La0 ` Pea. 10 srrMe Bn* Yfun9 Wnmi 3e'. AT V1rryl wr.hwa� Bn�e 1e,ng W.a:Oa r6�7tP2C2T r{o v. `b ' 40'JC � Bane 'f:n0 wry4laq «a1y0•w (e0' X 74') tp,15=2 vo Yee ref 12" Pna,w Vaal I'mil w Nevi � 4�eas.e Faekttlaw Delp ti NV12 911 NNNz �+ ►� 2 Berme -= Hah Pena MWWD M'Vw Hur9 VOM ISW Pertweane9 "il Muro Fran OW1r1077 ND Yea 'b -4*80 2 Paal 10 Sense s-" Nu:7; W-0. Ss.' x a0' 1Arry, Nbnhlpul ant 4I g Wmoa 071OW1022 "80 Yee 14, +t5.-•tg 2 60" ^G110 WW raetl - Ki OW x W') 070a72C22 vo Yel hb +2" 10 aeMf Ferpe Fbaa 10 LNnM Vr Faep Raw Whittle, 'An lie Ab WA coweab (77 x abt W) 3 P.m to Sri" M^pa 1&rA W now W . Sir Wy vs.' -pad Sr'BM F4n0 Wardvt 3"`tW2C22 NC Yes ND -6"M 3 71rra 'G20 Very1 F'.Ird WFxbr 16C' x 6Cry O:r"87077 40 Ya W -61311 3 some RO S'rar moo "save N1ng T„O«CDnpape(iar r 7PI wbam 40 Yea NC •-40PAO A POW 10 Sill almoe Wl VA-00e 48' [ 7a' Wy WmMrcAlx S" &"Wa00« O71C912cn vo Yes 16 -0111-50 4 alas 1040 Si Nu'10 Nal 84VO Hiroo Trt"Cnnpea.(10l . alai W7300" No Yee No -3636 3 Pe410 90W Sn* N.'g W-mmr OBl22r2022 YO Y. '•b `3CY-sS 5 eenm `= 8'.re r ""I WN1 154g1! Hung tatr C WPOMb (BL3' x Ill 1:1511 WC27 No YM No -36J6 9 Pep 10 sal arrAAa Hrr# W Maw 36' r 73' My No.4, W 8'1& 1Lr11 Wm«e C7AC90o22 Is. Yoa No .(,alto Aagral rs Use Ambal lim, UM �p gaaiaa - 6 Sara <o'20 9,44 l ig aryl akge Nuns TW n owit"ab (Tl x owl owler2C27 No Yea "b T Pt1a la Owl" Sr* P" W"me 52-'.e' a 3C' VYgl NOn_rrpeg &" rwg Wheal •.0:1712027 No Y. IS, -641IX0 mi Pnden mal beer W Nana Neded De.sdldfin m irl culml BUM" ftW T awW t070 $Ingi Nurg Wrrl atglt Kura T„PFa (10a'a49S') No Yea N+ -3633 6e^a'CrA Wql leis ah+ap+(9P x7B`] 07na1202A v0 Yd W •2&+9A a 070argle Nurg 110170t7 Wry Hung WeOW tee' a mIt712027 Yea ro +391 F 1 ��(. 2 SBrY. •at?o WgArz Nrbwt+oYxe11 lRfl111 A 4. YYu No �2911D 9 swr6il Sarm'070stil Nu^{t 911GWVie aryl W-. Hung Witaxe 4p aa&w-) 11. No Y. Nb -36A3$ gmwbLABLW ! AaQ�LLaa Aa�un � � 9 Sol" Iwo Vki FW0 VA-dTu(OV x 90i Trib 20Ya vo YON W .50,40 10 sanm'ar20 ssn9r Hurt/ W11,112C27 Veryl s.lgLe Nura YaOa+amia a>a.t<7'f m11ar2027 amm, No Yen N0 -31Naa ffiI Pealat lMdN. ttuaAe wNiee -. �. k1 NYM2 guts. i got""*t PSafa�lrt 11 Bww lWn Ore: Hunq M" eoWge Hw+q Ws11e(4111 WIT0027 No Yee me Ns. .39,3E 13a136 PWo TO Ew1M ti a Hung Wndoe 36- �190' NmV Nel"rexaOt B�yrr �g W MM O&'22OW3 No Yee ?la -40.10 12 $win Iwo %,Vile Nurg %W sores. Hurg VAVC. 1W a7Pi oWma27 40 Yee 13 08r2311 N0 Vas 40 -mk-A 2 Pape 10 Sreba all 14l W n0k. W. 90' tan71 81rae P4r v W1 W(TW2C29 No Ym Pal 46.43 n4 Berae low 9r!r Nxre Swiss. `0" BI Nu-V VlaV 8eals Hw1g hen Caroosb frT a 43.3•"1 VMyr Nrng 7rrn a' x 33 Oa71120i7 No Yea No '3 3 Pau lO tievaa 6npl. Hung W nooi 54' . ay' "u'" Non-, U." tom' VArWw' f+rxC9/2C23� 40 YW rhr *BOJ-INS is Swiss..1.rW 9 aralr Nine Gle OW00eat�9 lava+Srvie Nang I o6r17121ya7 SMIN Qpnppaa/(48- I Yes No 4 Pepe 10 Berlin M'+� H>rog W,400 36 r 44T M"yl NlaF 17xNx 8 rill Wttaee OW27r7C13 40 V. NC +56 SS 1B eertaa 107p asses Nu"y 1e11M 81rya Hung trn Garaat. (72^. s7) 08l1aFM7T ?"m x yr7 No %. Yp 'b 4011,40, -40W0 a POW 1090Nae errs Nrrg WMbe sj:'tl W° W1yl NM4"Dad SRO lisp Wli 'Ora 7:i42f ^Bo Y. °iP -r a0�110 17 FtAH110114l13 aww'0"i09ra• Murrill Predism 1CICWC21 'b Yes 1b '30t�30 �L Prerae Med.l, auabr wiles. god&Aaanar agmsmAbLAM n Am®ihKAW f Itdifil,HIM Ward Akeleftert Omar ftlawao I 8erlae m IherrnmMr® Fnovraeea ClAeertl Mal Val 111w Pbrbr+anoa aingW 14rg (42'. TPi W1712M No Yes N0 -50100 PONOnnw spa Sa>De aka 2 1SO Ban. W T nerm.lw mFymnpem urAeare Holt Vkryl H%P 1'arbmanta Wright Ill T1rn M710077 40 YM NC -4(LL&i Perbrmanm 6000 Kill CarlOmef n x ea-1 rll 8 1 m BW48 arTtwwmaaMl w Eteanams or Aelnl BegW Wy94,0a H^'NOW CMO*AI►Vor x 7P1 081 40 Yes rb -4%40 Fsep 4 Iso aenv wirermawr W Fm Aw aAwantl at" Val mrVis Hop i spa eonpal(lor.,BLb') W!tldc27 N0 Yw No -39-35 NLag Flm(da De(7attnlerR of Business dt Prokaalonal Regulation Nea d 1 F1tNkis Uepe*rwit of FAmires9 & Professional Regulecom asp • A 1 Florida DepartltleM of Business 8 Profamonal Regulaton Ppe 1 012 Building Codes and Slawridards snow? Building Codes and Standards dnaa7J7 Building Codes and Startdmds men= Pr1aAI7Ct Agwomal Application D9W Prol;Wct Approval Aopl'icalion DetmU Product Approval Applketip+ DetNl FW11614" PLAMAA11144 FL XMI m 926 Effiller, 20 so DNe Mir gab 920 tom$ No 910 Dda Peaem 93" CAN E.al1Ler Dfle gati Ulk]%BNM ow hillif +free+ Maeeidtwar f+illilli! E-mew&lisle Mf1-110mmill-9r %KAIV•Ilto AAPP'lgrJ.. a S eta Wmi smm*Rohgst 21muffi imam A Lure `00411241 ✓ Q FaCAsrwd 7ga wnge Sleevelet" C 4rmtl lawrwsyMOamd ar M►01PIP illp•�4 FBC AMe+wl AR 41�i Afkm.am 2a7D Pane 00,Pwo00r in 6 WV" Bar! Whites eq DOw Jemm - BrarrM'. PE C C711412r"•'. C71142020 OriM21120 Apprewa AOvw~ 2070 Peat 00, "oft Jm Haroen al ww.rt W. Bdular, P.E. I.E. Lrn. PE. _.0 C1,,'14r= C7r417(Y10 Q 11joil. APP p l Af+mayon 2070 Pea. C41Pm.4o1 Joe P" iM Berl W IV- WO Dow Jail r Bu SW, P.E ti 07,140aX CT,'.4=0 04201 AppOMa Canter WI00" BD««JOn Upirw aaaerkmagainn CBUD(Fnoloeft CeNee3cW�.aa loobre0r' PF4413a (st-)0 i4ba Cabi Etawbr lame iiiii n ue.uadWWAmm/san CNUCKi-rytraamg aritmeaarp. lbeawmal SAW 'A41)4214ass 4114027 adrCaYMTe NO tan ON 594Mr fail yt;r,-UN atotaaraeyt 8sdn9 ExMnor D-Ameariam ;6411 Ill 4= CW"N-M 6~ CWWAWOI kill" Or Ltethg Cwafam awl EY;Cte9an ttePmt Alm. -P"- wise! In rirm lean mar. W '..'seflg �0n11tt4®ae al.-t1Pm For" Ra3aaa/0 Aral1a0t Ora i-001WROVS Is. PPr+ '!W" rLa111A1e7 P.errda Paaft-W fa81Ill iAKf,toL�6an.0a66 al.li.Sd$ 4rt3aiia� 9lfiflwf ; A bL�Y11 �t _ 1 Sweet 1070 al" mol Wki Owl mom (UOf w XD, m1w x 071 o3127r2g23 No Yes N0 7LY^JO ± lfeadL.PmlalPr_ell-t1 ftreryfLl3tMa! F«,18AlIlt PpadMa_tpsd illihmLl i. Rest of 1a _ $MiD `Ci'At2S ee90001 Wr$f 2-FerMl'Cr9CBlair 'Bildin0 (M. Door (W x Si9a1 .1r30r1071 N0 Ym No -7b-7r5 2 Earlm 10,7087al WFAme V-0 sadrra Me-(ax w100, 7mir-an 62l28r2023 -to vm No 36A36 64n46 IC eltana W now S.W to VAI(4 Flem1w Ill Wl Malt 4626rJ061 Np Yea No NIA 2 B0,vs`rt20148WI Da. Dom VMrylli Pwvl Flmc'C'Door SMMea„3A-15l d3rlattd22 vo Yea Ne +3al 3 alas Iwo seem Wirral XW Were YMWoae(xco7 R0a':80") a3r2Tntl3 Ne Yea 140 -31111 t • In 4 81e1m 107p &Idea LMaalON' Vbti assets aA'WOw Qt07C, IOMx3Mi Oar2712023 No Ym No +381453 3 Owaa'07p'2a 8rt0•'rg Goal 00m VW 241Ans'-<X f31IAV 1#jm OoOr(72'. 521 'Cbi1d2" vo YW Na -Vill _ - - - --,. 311es 10901ta Sdd=.lggwalpo0r Va1g48rrge Panel Flml"C• DoW 11811111111 47-ur. 0312M2C22 No Yes IW •231 fl(laflL3ltl�Ge as'rs'. 4a�rl waae Agol Fes We ASPrVIV#Ill Use L*m -ow! "K Prsdai IBxael. Nude or Nets Nadal Oe.ore 1 ram' in H VH2 A ►P� .--a`ae'at m F-ImneaN or awl S else 0Yn Ibw Wry! 2~6'CX' zl�wg C40S 1bs.(96-IrPs Ill-rW 4. Yas Ye •2a-W 9s<.r, 2 Brn "A m Ermrrswl w AMtn7 ai tell Oh" Dow Vail ry# Prn« F I4eo'C' Uoa BIdeiM. 35.Ill inn'tel V6 Yet 46 4040 8n 3 $W lei$) m Freotaeee m Awry alel dam DW WM2�«'CA' 91left Gem Door(77'. 47) 081 vo Ym N0 .3" 4 SwY'a'a3 or FIX -ASS m AYeny a%*V Ciftee Caw VW are Pwpi Fllted'Q' Dam MWIlW. 47-102"x UZIG A2 No Ym Ab +20.25 96-t< frLOW04t-H._e_' I9 audih A.verMe Ate' „hK Use Aeavxri PM u beam D a 4g j D-mi Mod,,L Nutdiar as Name tvMgdwa DamarMBan Cataract Fur bjr as Ode i.?,Vk OuieW/e IMf2. ii enamel Bmsee ta7 or FIX.Aa9 m AW a $" U1M Caw 'sisal 24111 "Cx' Plrl*jg feel DOm (W WT x ml24fm 1 .40 Y. N. .;all 95.1171) 2 8wee 130 m t-ccn amt m Aw d fli C2a.a 13- VbV SWQ V Pirai F nzo `C7' Oaw (511di 3}tIG [ Ol4t602032 40 Ws. hb -40,40 3 Sarat 1. Al m F!xoeroma m Aroll SA«1g dam O0w V-0 7-1 0)l 9 ed'g (;Am Ow (TY a 82'} 05040032 No Yee 40 -3" 4 8- ' 30 m E"xaHoew a Am-0 a4 V Oam Do«' V0.0 5-90 Plw P:tao'C' Dom taWe.Ue, 41-Vr a Wdf. 132 No Ym r'aP -26-24 96'71i APR 0 8 2023 virtual Review A-Sist, Inc Nans Review completed and apjjroved ,\N with the 2010 H0C 70 rditio(_ ror compiiailce by Debra Anne Klahr I;k23t',0 March 6, 2023 F-; Q) v I cu > 0t O < C) L W rn -0 O L w� SHEET NO. PA 1.2 II I I I I 1 1 .1if I I if 11`1111 1p 'I 111 1' 7 11 1 1 1 , 111, 11 1 1 If III 1 1, 1 , 11 111 11 1 11"It"In rl '1 111 1 11 1 1 '1 1 j I I i I i I '1 1111". Ill Run", �I lgpq I I I IM,Tr- Me, Simpson Stroh Tie 2020 FBC ApWoved Products Uplowerl Simpson Stroh Tie 2020 FBC Approved Products Urcitti E= Simpson Strong -Tie 2020 FBC Approved Products Uptleri 12rV,120210 EM= Simpson Strong -Tie 2020 FBC Approved Products Upciall 121-MY'V20 LaMAIR For dialect Inks to ad SST approvals Idled below (�ki­:L,�JJEU. ;,or pllret inks to all 88T arkin"It, Isted tioNovir I.; - I = Il dirt�t IMRS tir" All 811; IF tipplo,-Al" k4tin n�icrrtv I, - I ri $rks to all 68T applortivillsilared neutill For al Mai Informanon regarding "Ofide's Stallowlide Product Approval Slystern and MM4)fide County Noll of Aocepiancit, �li QuQK1111�'a For additional information niVerding PlorrilailiStal-me Procil Approval 8'stq) Win likhrl Ll Nol Or I,L:�,Y For Ilditir Coal V11101711611(lin nilg9roll FIDIFAil S I Appri, "T011 I wbil I and PASITWEde County no, �W,Ai 1.11l�� L Noti - of Aootpiq t[p Fc"t additional Information regarding I'lorldift's Statewide Product. Approved "tern and MamiCatte Counlr Nodl of Acceptance (NGA) FLE355-R7 FL#10446-R6 FLM04WR3 11 HUS, HUSC series hangers Facel-trourif hangers sivaltai in WdI ranging from I-W to 'In 9116" and heights ranging frorno 4.5f16" to I I" Concealed flange Product MgggLAM2kV_q_rfi= §dja Product Trickled. Num ber or NwI11 PMgM-;tQUjrtV_i2n $e: Product Model. ttlumkCriorName PMductDescrjl2li version �H LIS0 available for models having v*dtt,. equal to or 1 Titen Stainless Steel Concrete Masonry Screw (ITN -SS) '14" diameter Tillen stainless steel masonry screw A-11, A,23, A-31 A34 A35 A44 Airgres 1 ST. U13 L;lI( 6 - r k I es greater than 3-90 6'' APA21 A.PA4 APAe, APVA21 APVA4 APV,', 6 A,g,cs 2 CNI'ST12 CNOSTC'5 (7,ited S:IlSI7, 12 ll'S series hangers Face -mount hangers available in widths ranging from 1.7'8' to 5, 3 APL344 APEll APVBGr, AP13WR til Aii AP81710 ill APVr­W,. r- u ttioor Ac_:eritls west Bases 3 f-,514, CS1d C-�21­,, CS24 Cuffed Suacti, 518" and heights ranging from 9-i14` to 16" FL#954*-R6 API.1644R APVBI APV.?66r% AroVEill A.WL3EPR, APVF3101p, Al 4 ;7StiZI3, C."Sli C,iisd Saar-, 13 LG ki 25-SDS, i GU3 6.%-SD4. LGU5 21-SDS Face -mount hangers 4 AIFI APDjT--,R-4 APW12-6 APDJ12H.6, APVD-T2-4, APV'­)-,'-'RA APVL:. t, ooi Acceo's Deil - es. J C - S1111 Cc 14 LU24, LU26, LJ28, LU210 Face -mount hangers AW Product Model. Numberror Name Product Description APVaJT'-'R 3 ri I SSito -SP SIA'd to Pate fie 15 LUC26Z LUC2102 Face -mount hangers 1 SDI On I 2DBB Cuttocror Accents Connecfir; olow APHF4fJ,A:-`HH461R PPr#'#jlC Af1HHruICR Act;ehl Heavy I­W,per hill, HIUA rl-'!�A, rMl. �JC" -J"Z r it I luS, -i­� 2� Hfic . re 7,e� 16 LUS series hangers Face -mount hangers avaistable In widths ranging from 11-Si to 4- 2 GD9112. SM12, S010112 SID1,02 Strong-Nive $I) Conneder Screw API APLA APT4 AFT6, APi Aidi'l AP`.T`4 APVTs CLII-tr: i, A,.­qt. L ­n - e"n­-r,>-C,)I,l J HGT '. HGT 1. HC-T-4 Heavy Gird r, r Til v, SM" a nd heig his ranging from 3'to I Cir. 15; 16' 31 5D91 12SS $0921 2255 Stiorg-Dirier ELI �' ornectiot SS 5�ciolw APLH-24, APILIl APLH26, APLHItli, API-1-210 APLH21i Acce,t!; L�itjfi 11jr-glefs C� 1`624 Hufricarre 1,e 17 MIOW.03-SUS. MG05,25-SU5, MOU5.5l MC-W.82-50S, MCU7.00-SDS Face -mount. hangers 4 SDCF2243L SDCF22512 SIDC F221i SDCF22700 SXF22858, SDCF221014 Strong -DI SDCP Tknpi Screws 8 IoVLZ BrOl 10 H S S' 5. +,S2-2-tiD53 H�K- "SS�4-SUIS'S Hill Rod Shoe 18 MIU senes hangers Fore -mount hangers available in ividths ranging from to Col 5DCF2211a4,SDCFZ�,1334 SUCF2711I SM1172723.56 9 CHT2Z ---BT4Z Correlated 6e3f-- I it 11 li HST2 fSTo HST6 Straight Straps 118" and heights ranging from 6-1511 to 19,111,12" 5 S[)CP2243L, 5DCF122512 SDCP2A14, SDCP22100 SDCP2' 21858 Smp229I 2. Strornp-Lirwe SDCP Trimbel Screw 10 134 GJ1 41Col'54, C-1167 Crriialvid , t T ke,� 0jk 12 H I z�%. HIT 1,21J, HI S214, H IiS,'b H I �,10, H TS,13L� HI t­ost Strap 19 MUS26 MILIS28 Fat,-mourtir hangers SDCP221 100, SDCP221134, SOCR271400 11 GJT14 DE_*.:- ,T T,a 13 frM-Q'6KI/ ,11S')XKV He--avr rm,t SI"Al. 20 SUR SUI SURC Skevvrd face -mount hangers available on widths raingling III I - 6 SDHR27400 SDHR27614 SOHR31400, SCHR31614 Svorrq-[onve SDHR Combo -Head Scroll 11, CIS 1`1 Iry ;A1 a V, S�xn pr 14 LFTA I eAnirlor Oil 8" to 3 -9t` 1 S' and heigtits. ranging It Pon ',-I M er'lic 1334" 7 SDS25112 SDZ1251 34, SIDW52-CO, SOS25212, SUS25300. SDS25312, SDI 2 Str ong -ClI SIDS ql y-Durty Connector So rew 13 FC4 rCS Ffarl C�,Vs 15 L ST A. -I -8 1 A' 2 1 ST Al 1� LS I Al F,, Ti T A,� I Ull �Qil l Sri, W Strzu�rt Slr,itps Concealed flange version (SURC SULC) available for at double SDS255M SGS259)1), SOS258W 14 FVJANIZ ,Nall Prgli+s '0 ILS714rit I 1-itrar"71 'itraill 2X and 4X micycres; only acute flange I concealed 8 SDS25112FS, SDS252UGS5, SGS225212SS, SI)S25300SS SDS25312SS Strong•DiNeEDS rrlezv y. Duty Connector SS Screw w " CA1 GA,2 Z­�:el Ana­ 1 --640 B'dging 21 tj Sends hangerti Face -mount hangers available t-widthis 4angni from 1-916'to 9 SDWF-27!6 SMfF2720, SDVJFI-724 SDWF2726, SDWF27,30 Stirrorg-Dritil SUAIF Fickyr-to-Floor Screw .6 H21A.Il HS Hl(,A,2,H1US H14 niSAUl Hut, -A-, -lrs I LTS' L Fln i Ito L I S,X L'o, i -.1st Strap 6" onto heights ranging from 2- W" In 11.111 KUTZ I III , Co- -.aed --.list fie M*c1w,,Grier l4i '8 1-on4 rHti Hs an, e- Ham n, VS-7, Sti 3-t-ar's FL#10007-R6 19 KeSIZ K,,Pp Filtc. izil 21 tl 141T4l "O."IA't 1��: A13 ri Mz` A2Z, Mi MS1 42EI I'l "'Jaight zl FLOI 066?wR6 UIO t.�­Lzn -U90 VU =_, k+ C'3 Straign: taps JW Product Model. Number or Narrut Product Description 21 LCE4 r 23 P-e 3epr r es aS.4al Product Model. Number or Name Product Description 1 ATRall ATRIJZ ATR548 ATR314 Threaded Rout 22 1-530 Lb!50, LS70, LS90 SKUtvulyN An )4 - fill rro�,13, fl dri Slijight �Vdpt I BA series hangers Top flange hangers available in widths longing from 1 -W16" to 7 2 ATLID5, ATUDS-2. ATUD9, ATUDS 2 ATUD9-3 A7LJD1 4 ATUD1 4.2 Aluminum Take -Up Device 23 LSCZ Ad,:.stjc=eSt&,Srr-9;;e ZcIrI 25 ki Ill ril rVIrs,"Cl NTSIC, VTS33c, MI -I -tvist Sr "I P 118" tond heights ranging from 7-1t3'lo 30' 3 UPT6-21 L+112, 611 31ol SPU8­3 OFV4, BM14-3, EPRTUD3-4 Bearing -lates 24 LU��XLZ, LSSJ26RZ LSS,126i-I Lt.,�SJ26k� L';SJ21OLZ LSW2%)Q-1 I wd :,clj,.;sts)1e Jack f larger Z3 NCA!o,­-) 1), IV-4i I � I,' NUA2x� Ill I U Bridging 2 UG&: series he Top longer hangers available orvvcIth5 ranging trom 3-WV to 7- 4 CNVV318 C14W1r, CNVVI ONTrill CNW98- 112, r,'NW314-" Counter Nuti 25 LSSR 1 81, 1 SS R2 I I. ISS R2 :37 L SSR ^ 56 Ei R 210 1 2. 5 SSo4l 1. Fiat A n jr �, bit- S I ri a h I 14S, evio 1) tt" I a I "p, err 17 PCIVY7112 rga'Antt 118" and heights ranging from 9-114' to 24" 5 CTUD55, CTUD65. CTUDW, CTI CTLID76, C TUD77, CTUD87r CTUD68 CUUP7 Couphrift Takel Dav;oar 20 ILTP4, LTP:- T ut, P West 2Ei Repi Pat 'Strap 3 Di;` seta hangers Top flange hangers avariltIble anwidths ranging from I - I/V to 3- 1;T UOK C:7UD99 27 It MI fill MU&Z IAA-2107 'i es 219 111 SLJ to Plate CornLutor W,'"and heights ranging from 7-IM" to 24`. 6 N3, N4, N3, NO Heavy nki Nuis 23 Will R c a III LJ own 3L) =P! S412 -,11ii Stud Pis to I a 4 LCHF senes hangers TopfAnge hangers available rovAdthis ranging from 1-3/4" to 3- 7 RTUI03 RT,J03B I RTUD4E RTLID5 RTUDS, RTLJD7, RTUX Retch I T Ii U I Det, ill 29 It M H G Hructl Roct Corritrizitc, J,i SPr-4 SVIV r4eto,ty Stud Plate. Tic• SfS"and heights ranging from 9-114" to 24' 8 TULrpi TL)DI(j Take -Up Device 30 Militil VAL11-121i MNILL1213 MNU;28-21 ^ TMLLY21 U Will 1. NAKILI-li"39 YV:L13 V 1-a-c-Nicull Hargers , , 1,.i4.! --,tud Shoo EG5 EG 1, EGV sores hangers Top flange hangers available in wdths ranging from 5.1 M" to 6. 9 TU1911i I ake-IJ p vViastrie, -, 1 fil RFIT.,P U�-It 1 1 l3 �; I: 1; 1 1 t S 2 11, T?r1,'4 I;- li 715 and helghts ranging from I I * to 32.11 1,) URS? VS' Ljlokr, RLtci Run Tialkill Syslenn 32 RS--? PI 1`-T-.­.Tl 34 -F323 lb-,' -13?C TIB-ii, -I 11 PlkigIrq 6 lFGQ 601ki "ring"Ts Top tinge hangers available :n wcths ranging from 3.516' to 7- 11 UR54 '0 iJplllt Roo I Tiodom Syreltit . 42 R702-7 R7,�44 RTC,= R7(' - RI Tie 5 7ill -Vtl 4 VvaI 1 BrAd!-C. 1!4' and heights ranging from I I A14" to 37' 12 111 l U lohr! Roo Run Trivilewn System 34 GT!7 S-FC'T DTC HTC4 F6 VC1 I V.", Va'abilep'Zol ptiNA, 7 GLS -"nas hangers Saddle hangers available inwrillins ranging from. 3 114`to6.719" 13 11RFt 3,14', ilyk't Rod Run Teldial System V, -1l T­­7 17 'jJFl^tj "ll VvAN Bra ir g and heights ranging from 8­1!2" to 28' 36 a,. Z4 Z44 1'3-t Stiffierelf C fol 8 IGILTV series hangers Top flange hangers available invildths faingfrog from 3-'14' to 7- 118" and heights nart from. I I" to 32' FLXI 044 1 -R6 FIL410531-95 9 he seines hang" Top flange hangers available inwoths hanging from 1-9/16" 7- FL#10447-RS 1)2" and heights harl from 8` to 37' §W Product Model, Num ber or Name Product Desorption 4&11 Product f0Adol. NurnW or Name Froductl0lescripulcin 10 liti series hangers Saddle hangers available in ranging from 5 114" to 8 7,115' 1 DTT2 I told dmvn Sea # Product Model, Number or Name Product Description I Cr Bt 12 31 7x 55, C RI- i " 37 x7 6% C BH,' '.37x9.75 Concealed hangers and heights ranging from 10-112'tu 28", 2 HDC10/4, HDC10r22 Hold-down I AHEP Aojr.staUe -i p-Erid Co,viiiiii 2 CU OHU, UH 111 F series hatigertz Face -mount lUU CIIIJ i and top flange (DHUTF) hangers 11 HGLT sexes hangers Top flange hion9l available it ivoths ranging from 3-1 Wilo 8- HDI HHCQ1 1. HHM14 Hold -clown 2 CSC2-R-SDS3 0Sr2L SDS,1 Drug. Strut Cnril , a,.adi in viiii ranging from ­06'tc 5-91 and heights 713" and heights ranging from 7-1 tr to 32" 4 HDU2. HDLA HDLJ5 HDUA. HOU 11. nDU14 11-4clid-down 2 G5C Gone SkI Ciorr-c.ttr ranging from I to 23-15"16 12 HGLTV series hangers Top flange "tigers available mititiciths ranging from 3-1/4" to 7- 5 HPA25, Hllpk35 $,zap-stee ar.ciror 4 11 t"r I­('>2. HCP4 Hip '­o,nnr Platt, II, 63-!iLS III G.5 HGL:5.62SDS, HCW.MSLtS, HCU7 Z- Face-mountriartelfs 14' and heights ranging from 14'tia SS' C, I STHD8 L5THD8RJ Strap -style nerd -down 5 t­RC2-2 11-fl-IRC42 Hq.li Hr`RC4V 8- F-HII HAII 25r3,25 27r12 Hi 1ric In Rdge Garreetars SD'-, 4n-L190C SUS 13 HIT series rionger; Top flange hangers available in rivicIths; rourtairg from 2-511113 1 MASA, Ni Fourthatryin anchor strato -4 11�(, -1 �; nil hangers Factemouirl hangersiva!Ialtile, in widths rargi ig from 1-51 to 91118'and heights ranging from 18" to 26' 8 Mi MPA!44 Strap -stye piirir, arl 8 I-RC1 F! HRC22 Htpiqldc- Z•)rr,ectot a'- and ne ghts land rig from to !Z-7*" 14 HUSTF sexes hangers Top fainge lots, hangers available in will ranging from 3-1/8" to 9 PA18 PA21 PA28,PA35 PA51PA68 Strap stye curly, ancrior 7 LRUX, L;ti ­R1,1210 LRLI211 Ref Hanger 62-SDS inli (i FHGtj? "ssr)s rare-ni hangers 3-9/18' and heights ranging from '.5 5f8" to 13-tilt' 13 PAI18, PAI73 PA128 PA135 Strap style ol.ri,n areenct 5 USU26, I-SEU28 LSSU210 Lcnt SLvejt3&rfSktiI J Hanger HHGJi X, -, L) IS' is HUTF HLJCTF series hangers Top flange hangers avaiable an woms ranging from 1-9116' lic 5- 11 5THD10 STHDIDRJ S"rap-style nont-down 9 Tli TEFL I b4ar,prg E-nnarcer t3 .1 Hni, S' 5.2 li � 13-1-- ,k IS46 wr[HIJS41a HIL:S41 0 tHUS5 5C.'10 I-moun' hanger: Pact, gio�s 112 and herignts ranging from a-7116"to 15" Concealed flange 12 STHD14 STHD14R., Strop -style -old-dovoin io TC24 TC26 TC28 TfLS1 Clip HI,' S I ' 0 version fH t JCTF5 available fir all model having width K jAl to or 111 H Q1 3, THA21 H THA 21 fi-2 T H A22.'-2, r H ti TFLA4I3, TI,-"(:4 1 8. H A4 12 AnIE.SiMop ?nine ranger I InSi-inil inSU HSARC, HSI-11C.sruirsrangers SKS',%rd"ACCI-MUnt `;rgI aVAItabli!) In will -Angling from 3- greaterthein .1-911 tI Tl,AC422 THA426 T HA472 21 T "A426 2 ',18 to it 118' and heights ranging from 4-3,14'to 15 3i4''. is iJWP series hangers Top flange hangers available inviliciths ranging from 1 -Qi to 7- 12 Ti-tAll 81,rl THAT VY12 JHAI') 1122, THAI:"22 THAII22 THAI-1-52.:i HA14.1? All UAIR trier T `Jn^. in a tiger Sli filif I oStS, Corcii flange vex Ii7n (HSUR12, HStJLC) a-Labite for all 113" and heights ranging from 5-318" to 28' 15 TLAI­422. rIAR42-71 SkP,vnti 7r-, 4-larger acrune ?X arid U tro1elt; only ;icultr flingiry I ront:',ealpicil 17 PWPI series hangers Top flange hangers available in wdtfor; ranging from 1-9116'to 7- 14 THJA25, I-Trii Multiple I Hanyes d H. U2" 1 1 r J251 1.11 I-IZ' Q. 1-11 Ij"5 Z -1111 "Ll210 2 Fa4ce-ritiourt hangers 1)2" and heights ranging from 5. to 32" 1 -5 THUM2 41; Sn;S3 TIAJ,l 1116 Ti.11 Mi,finie 7rus, Aarrgp•s I�I-Cseries inoogtl Fzi mount rit hi rrs ­l, atiali in wroi ranging from I - 9116" to 7 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116'tc a 16 7 SBI 24 Tfp_� lijp�i R�tl,31dd 1!. ' and heights rang irq fill 7-7il 1aV,1' Concealed flange SJS'"and heights ranging from 9-1t8" to 16" 17 VIdA2 VPAl VPA3 VDA35 VPA4 vj,!abl:-: P,:,h Cor,,VzlL,s crii IHL)t-) avaoial-le torall mlociols hav;logwiI equal lit or 19 j2 series hangers Top flange hangers available inwidth ollI.9116"and heights 18 VTCR Vaitity T-,-s-- ;:It g"POTer 1-11h 2-gill ranging from 5-3'8'to 7-14' _,SOS �,j 1: unt q Face n,- air,gers 20 JaA series hangers; vvdth of 1 Top flange hangers available in .9t16`aro heights SDS Ji Sil 41 1C.Q412 Sr-; Vricr:15 25!l 25,11 SL)S, 4JCQ610, ranging from 9.3116'to t;,S APR 0 8 2023 V Virtual Review Assist. Inc. Plans Review completed arill, or ,I for compliance with the 2�20 F-8f; Ill E'l,kI by D e br a A nil P K l a;r;!- FAX2 3 j Simpson Sirong-Tie 2020 FBC Approved Products Lip I a d I YJil E== Simpson Strong -Tie 2020 FBC Approved Products "Oute'l zr-5)�2., F-M=* - "M Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Ulocated 17/3,Y2020 For itkolA Ink to oil[ SST it"folvalisr listed licial 91LUUHUL-Fi. For direct 1 n ll to all SST opit rcv d s A,,WJ b a, vN - L, x_b ILLE F E.• roo dI Ink,,:* all SST a",Ilovvl> Pwitil i,5F`­ Fog dinal Inks to all EST approvals listed britiom L( HLF. Fos additionallinformiatton regarding Illoodil Statewide Product Approval Straterin and Man -Dade ��ol Nome or Acceptance (Ill !;rU;n, 4ER, Fix regarding Floi 'Acewide Prolid APc-ov-aIt­-..sll aii Vary I �.ol NctKa cf Ari:,,epLance �0JA� For additional information nijarding Florida's Statewide �-Voduct.Apipnoval sidlikarrin add Marria-Darde �Wty Nome o1lAcce;tanco:fl !ii ditS .1 2 LB series hangers Top hanger's available in width of 1 Vle", and hat I S ',LB%t2 Z7, S.ILUV2 5,A, St-15V1.138 5A 13r,,3 12, SALVI -�LBVI 81 :'iWLUV2()6 & - Top FIJIT191if Jost I I.Angel's 5 -';ET-XP Adhesive Anchcr for concrete ranging from 5-3ff' to 15-118" -IJLBV3FYP, i SILBV40E SfLBV4 12. SILBV4 18 S11 SV4 In sir_BV5 30 6 Slyrori 2 (ST62. $TS2-4SS, STW-F-I;S) Strong-%ft 2 Wedge Anchor for concrete available in carbon 22 LBAZ soon hangers Top flange hangers available In vadth of I 16 and heights S. Progilluct Model. Number or Name forrogill2t poizityllon 14 'Sli st'U'l-12Z t11114JCF5 140dor"ns steel and Types. 304 and 316 staines lititual ranging Iram9-316"w 13-118" I­IHIJS21C,3 HHIIS210-4 inmt kangef 'Y,) 5,W5.Tiall), S1%1,177? !7,11rl 11, I rinji,rij n} 7 Tryon I (THII TI-ID-1-11fill, THD -44SS THD-WSS,THi 7`14r-CSAMj Titien HD Ral Duty t`,l Anchor for concrete and masonry 23 11 LE35, LEC-7 series hangers Top flange hangers available In widths forl from 3-114" to 5- z FiRSE Il "RS12 15,lyapTie€ 21 ISP4 SPO Stud plate Fien, avialablowith hex head incarbon steel and Types 304 and 316 7ri8, and heights ranging from Q` to 33- V2' 1 HuCO21C-2-SCS, HUI fl SIDS, Jc-t Padget 21, ssr 10.sr TSP Stud Plate Tier, stainless steel, ci min counte,surk head in carbon steel and 24 ME35, litil series hangers Toplillange hangers available in viliciths ranging from 51-IM" to 5- 4 THC82 Irlill THG8FQ, THGEH3 THGa [-anger 23 STC UTC Thins --lip Type 316 strainil steel 713"and heights ranging Iron 9" to32-1,7' 5 THG02-SDS-',, -HSQ1--S0S­4 5. TH11,142-Sr:S3 5 JQFs, kart 24 TSC2^ Truss, 8 Til.en HD Rod Couplet (THM7634RC, THD50934RC) Then HD Threaded Rod Cowl for concreall, 25 MIT sores hangers Top flange hangers available in widths ranging torn 1 Wle" to t T".QAil .3, 7, �i Q-M -44 THG1N43, 11 ii-4VM -4 jQ!$t Hanger Z15 TC3i Truss -al C;)­ecwtt 9 Titen HD Threaded Rod Harfger(THLA8251515t!RH, THUB,1715511I THD37:12111, Titen HD Threat Rod Heger for concrete 1!8"and heights ranging fron, 9-114`lo 24" THD50234RH. TM10212RH) 20 Pi PF8. aFD6. PFUSB saws hangers Top flange hangers available in width of I .9116'and freights 10 Wedge -Al (WA, Wedge-40 Anchor for rrasonn farl Hon 3 3r3" to FL­411473•R5 FUM390i 27 RR Ridge taller connector 28 WIP sores hangers Toptlange, hangers availlablo in widths ranging from 1. 11 Product Middial. Number or Name Prod= Description Sectillill Product Model, Numberidr Name Product Desidiloptign FL#16230-Rif 1!e" arid heights ranging 9-1132". GEI"AL20 0"utiv. -1IU-'r;ArU�Q( 1 rXVit", f52-5D5ii II)i (,CQ%14 62-SDS<Xi SD5,<X3 �,C'TQM3 62-SD53, r4aticnil, Pc; Cap-, 2 F(,-TR F;rTRHI. FGTRHR, Girclof R,,rronfr A ril CC-TG M4 512 - SL)SC; CCTQM15 4k, 82-S?9G CCCCift 62 SDSI ali Product Model. Number or Name Product Description 3 1418 ­118S. 4iIl! 2 H16 2',15 Hul w I Air XP AT XP High Strenglin AcryTicAchesereforcipricrele or masonry FI-411140960-R5 4 HTTA12, rIPTA'6. HFTA',-'), ly-iFTA,24 HFTA4(i Fwhill -1 Ad) cho r 2 FCC.'! iIm"i 62GT, f"JIV 6X2 .IlFt."iiM15.'5(JG-KT. im-::Utl.QMD3 6,26XT. Mascipli Plot 1 2 FT -HP E`T-HP Epoxy Adhesive for mastici 5 PETAL12 HETAL-,5 HETALL20 timbedriio "riusz, Aicipo, U.;tLLQMU4 SZr.; KT Kle,7 LCCLRQNILQX1G KI, L,(,LRQML)4 UQ 3 SET- XP SE7 XP Hgh Strength Epoxy Adhesive for masonry Product Model, Number or Narne Product Dersclorl 6 HGAM10 HM9 Matvirirly retrofit connector KT. K 1 4 Strong -Bolt 2 (ST82) Sarong-Bott 2 Wedge Anchor 'or masonry 1 ABA44 A3A44R A8A46, ABA46R ABA56 AI3A66R Adjustable Post Base 7 HHETA16 T=-wF-TA-1L) HH0 A24 HHE Heavy 7 �lt�ss l 0( I-IG(Jrr* 2,5 50, AGII, 03 14GL,"'An' 25 "G, Of . ) I-Jeovy 5 Tien 2 77142) 1 ften 2 Scew Anchor for Concrete 2 ASU44, A-Rt)44R ASU4ti ABI)46R Al ARIA A6L)65.ABU66 AbU66R ABJBIR, Adrustrable Post Fare e LGT2, ­6 T"-SUS2'­i. L G! 4-S[)S,i -,,df 7aoNAr 4 L ", - 1`0 �`(­, 'I --, I (,I­;YX­',l 1 Gl IfA219�4 -�Ajl`V­'�­�. L'UN12t�4 LGLINI'10-2 f.losill P,,ary, Hzwgttr.� 6 Tten Hj) `THD-H4SS, THD-t-ilOSS, 1KI-CS13SS) Iftin HID Hesvv.Dury ScrewArchor for donirrell available in 304 A81-188R, ASU131C ABUICIOR All ABLI12112IR 9 LTA2 Calera. Tr v: ILG-fl 3 ­GUl 4, -Cov!146 -Guill -GJrA,4-Cj or3i5staniesssiteelvirtro hex head, and 316 stainless steel with 3 ABItill ABW44RZ, Alinti'll ABW46RZ ABW66Z. ABVI ABW7.7 Adjustable Post Pase I hi �,4ETA16 liti Mi 1 14 Ili FiThirill 4, roc N1BHA3 I'll 25 NIPHA, 1701 of- Mfl.,­U �7n/- 2� MPII-A3 5eK4 56111 2- Matsonry Tor FLal Pfram. �aroem countersunk head. 4 AC4, AC4R, ACE4, ACO ACOR ACES Past Cap MSTAIl Y-IsTAM31i V­STCNI MITT'Clill 1`4. ,;:I,t. PAlrirHA36111185 kil3HA3FEA Vli,-..3l JV16HA35131118 MHHAI 7 Titen Turbo (71,411) Then Turbo Screw Anchor for cancrele or masonry 6 BC4. Bi BC41R, &C'6. 305R KS ECS2 214 BC52-3/6 Post Cap 12 15M16, fAT 5 U-20, HT 510, 16 1­1 - SfI 0, a z 1: - I I'l A 5 n US 75 %4 B H A 5 53, ' 1 2 t %113rl % 5 -oC.' 1 88 %1 P-V; A15 5 114 il 'A A 5 fill 13 6 CB44, C648 C648 CBI C886 Errilredded Column Rill 1.1611 `,00 Zi -1 I U s-� COSrA4-SDSZ CBSI�146-SDSZ r;aSUJ6G-SUS2 CBS(�el CBSQU-S - EnItioddi Column Base C 11.1.61-11-3 It iii i,6111 *� -11- -16.11 : 85 YLI fil 03 fzt&%, Masonry Beam Haingrfe FL416937-10 6 CC 17CC ECCU Series Bolted coirimint caps with W1 raing ng From 3. 1 r4" to 9- V2" and FL#j 1496-R5 NIMIl 53118 4.1BHUti ri OVID 15 MLI H I 5U1 I 25, VeH Lit 5101I 1 F6 ki 1550iil4, Oil ranging from 3_5,8r, to 7.112 4�Mfi Product Model, Number or Name Product Description cl CCCA.SDIS23 F7C0WDiS2 5 qtirren :Sin parrd rcl,turij c,aI widir It,11 rang `N:tim 1.1!4' k) q.lf2" And 1121l Product Model. Num lion or Nome Product l ccription I X3411111015-5K XISI016,X1173101ii %A0 tangling Ininn VVS'"tor 7.10 1 CT Ti Z Uet­,k Ten�a.!- Tie Drill Pont 10 C.PT447 r.PT68Z, CloTil Cninr'eall Post Tie P012 H01€t Bolted Hipl=­,-iq EL#1 3975-RO 2 XLQ1 I 4T I =� 4, KLQ 1 14BI ^224-2K 412-24 Strong-Drive)L Lager -Head Moral See-Oniling, Tapping 11 EPE-d4A, E-111344. EF846 Ef"I En itedd ed III Ease 3 III.CIZE III H076 FlU9B bitiltre, Flclacw-is Screws wit1405 Drill Point amid Large Darrow Hex V.,asinsit Head 12 EPIS47 Finitodded Post Base 4 111 T4, i-IT7r. 4TIT5-P114 T S" X Product Kodel, Numborcir Name Product Description 3 Xiii 14S1224. XMQ1 14B!224-21< B12-24 Strort XV livilediurin-Inead Metal Self-Driling 13 LC1344, I-C606 Lnatedtoel GI Base LTTIg, LTT--D& LT-V13I II S01r-213W. SUW223Y.. SD7,"VZ-1-4,3'd, SIL)VI22468 5LL)Vir:25jUQ 5DW22rj-.X0 -;F­W-253�d 51rol, Game i -Vill) `LY and TRI-155 PLY Sorevils Taping Screwstwiritior 05 Drill Point and Medium Diameter Hex to Llol LFC6Z Lt;h! Post Cap 4 XQ1114S1 -224 XQ114i1I22Z-2.5K X114SI7-14, X��l 1 2S1224 XQl 121B1,224-21K #12-24 Strong -Curve X Metal -Self-Orillifill Taiezing Screws with 06 is MPi VdI MPB88-7 14,-rent Iti Base 2 Drill Point 16 PEA4, P644R, dt P6136. PlBitffl Enrledd I Pori �,asti FL#1 21a fa 3 z SU.4TlWX'li Strol _I Dirve TINIeEIR HEXSI 5 XLI�WS`li Xk.34B1QIO-rK #10-10 fStiong-LI�nve XIJ Mob I Sell Drillil Tapping Screyrsvvitt, 17 PBS44A. D`BS46 PBS65 Epritedon Frlsl i3ase 4 SDr;.`..,-,:X; SlJVvH2.1I0­Jlj,, SlJv`VI­I2-1`l2CkG WOOER 1,EXii0GScrew #1 Erill Pol 18 1,6V6PW10 Roll Post Base Seo# Product Kodel. Hum der or Name Product Desc nrot ion S:1ror.­Dr,,o Sli lr­kA.MIN'3 Screw 19 1p�-44-16 PG46-16. P'--48-113 F­-64 5 PCOO-16 ERC44-16 EFC45-16. EPC48-116, luclsrt, to 51351`5-74 SW.ftl S131x30 Sb A,l lh�,!I:r; C, SJV.l SI)II,��;,�ll.;�),,j-iu,.,.,s2�--CCSL)�ilils2l,51�I I;MBE4 6 Sirong Drivill- �A­',VS 7crew firitenof Gila:,Jitl EPC84-16 EPC81I SST-&16, SSTBZ0 SSlldt23 SST83. Ssrw-16 ss-wl c- 'oS76 f, chor bots 0 S7A(S22l­.0 SCANS221,100 FL#35320I.-B0 20 P:,47 PC4RZ, ;�`W di PG4Z, W-8RZ Eldi EPC4RZ EPCaZ, EPI Eli Posi Zap 5STLQ8L 7 S�D-WS-'2`0t%F: Srhlr�'74GXH Stx,j Dlrje- SCWS TIMBF�? SCIeW (Exterior Gradej FPCHRZ kni Product Description ;n PP844-41 FFE44-6Z Post Base e S)Vil S51) c�)Lxx,v B43J DSSCB46, OSSCS48 DSHS Bypass Frarring0rift Strul:Ccrinector 22 RPRI Retrol PrAt Basin FL#13a72-R4 9 tnf)iV!-;27'A1Uzl' :i0vVl:52760(YSS 9Il)1,1-jlt,;2,14,XtSS, Sirorrq-Drivil Lrvrl;iiuPABFRSiikren 2 FCB435 PC845b, FC6475 F-B49r51'J`CFAl1 5 Bypass Framing Pensil Connector 3 FRI-ISD34S10118, rPHSD34BI016, F!PHS034810115-51l IPHS1334S1214, #10-16and #12-14 Strang-Drivel'PHS0 Frarrig-tri-CPSSelf- il X Product Model, Nuntrienor Name Product Description 1(1` SEYAV 13,411 Stri 0fivo 50LF T0 RIV 15k:wl�, FP`HSD348l214. RPHSD34811214-5K Drill". 7 apping Screvls, FL#I 01366-R5 i CMST12 :kMST14, ClittIST016 CS14 CS22 v.tried Rhier; 11 STV12 Cotdc ar Accents Hex tHead'itVasirrit 4 L.SFC2 25. L3FC.4 25 LSF^,6,25, SFC2 25 SFr-4 25, Sli 2' Stool Framing Can nectar 2 lini III HRS12 I Ftl FFIA12,, HA118 FHA241 lFl­-.'A3(-7 Sri Apt, P ° 1 6 LSSC4 2i LSSr-6 25 !l 25, SFCA 25 SSC;6 25 MSSC2­25. lil -5 MSSCO 25, Steel Stud Contractors MST148 fill fill 51IvIST27 SIMST', VNI-S-11i4e, Ifill 2511 %AESU 25XW I lr,jA FSA Fenrci Anchor 3 T--i $;16, Hi HTS24, ArS28 V30, H 7 E:!]`,'( lip3", Tw5 st,40, FL.11:1153ll 6 Rti RCKIA5 5, RCKLW 5 RCKW3S RCKVV5 SS Rigid Knee Wel!Cronnlactnt 2 FRFP III Refroll), roundarniji ) iatir 4 Ls , A30 LSTA30, I-ST149, LST173. tj,31I `.'3TA12, Ll,-A'5,, VSTA19 MST littl 311ill 4i i 7 $0843 5, 9C645 5, 806475, SCS49 5.8411 5, MI M5CS47 5 Bypass Framing Slide -Clip Connector 3 CH4C-4l GH46-B.G14i GH00-8 rH%G. QHOI I",H(]l rHUS- Q,rdor rdangi C LSTI ­S-Al2 LSTA16 LSTA`13,: STA-21 L5TA24. ST 2 ST21. 22 51211f� S-..2_ :V 1-4 A p'll 32 in I , Z� �_l a 5" Prod UCt Model, I U M ber or Na Ine Product Descridtion 8 SCSU-,"T SCS,62-6*7 SCS02-51 18, SC2 51118 Bypass Framing Connector 8. GH61 0-6. 131-61 D-E t; L-':A-IBH3 25. SUPH3 25 Ivi 21) i A-- 19-S' Ali 1RR6 18gw, Truss Petri 9 -':<'VV3 25 SMS 5 Head -of -Wall Slide -Clip Connector 4 GLebA, GL95B GL55C GI-135C, GLE37k GLE76. GI.137:�. (307D GlulArin Bearrg Plate 7 LT P-5, Lail Ire Flany 2 AS 2)-5 20 goi High Sljergll� -rss 3late, 10 SJC8 25. 5JC10.25, MSJCZ 25. MSJC1 0.25 Steel Joist Con notorious 5 GI-PT512 GSLT612, GLPT516. :;eLT616, OLBT520 GSLT1521 Glularn r3earring Plate 8 LTS1', L7S16 LTSIS LTS2t Lqht T-�.�-t Strap5 3 AS-2C 20 ga Twa, PIEte 11 SSW 518 Bypass Framing Slide -Clip St" Connitioutdir r I IGLBA4 HrUILBS HGII HGLB1) Heavy Gularn Bearing Plate 9 fill v4STA36 t;T52115, $T5224 51 S. S! 12, I:t 18 S-22, fil M1;TC40 1,411� I C52 Straps 5A mil t , 15 1 a) 4 AS-, 11 Hai Plate CorrievtLx 12 XI-SH34131414, XLSH7881414 #14-14 Strong Drive ALSH Shoulidered Belt -Drilling, Tapping 7 HGT-2, HGT.3, HOT-4 IfIrl Ginter Titedooth 10 "ICAI L fit�'7C74 �`4 S 62 1 , AP aril it 4 C.) Fkpq Screw,.% 8 UFID110-SIDS3 Universal Foundation Plate 11 fill"F151 2, MTS1 6, Ml MTSX riviTS10, Mi Nf7S30C f4pnium Tv,> tStriips 13 X016101a, XO'Bili XQIS1214 XQIB1214-3 SK X078SI224, X078BI224-311K, Ill 412-14 and 012-24Strohlt-Dive X Metal Self-0611ing. fe URFP Universali RetrolrtFoundatpr Plarm 12 S16'.50,SJBI 81, SV.Orj, S62 27 SiB2 36, St's.- 68. U;B3 12. StT;a-,G. 5tB->52, VE4 06 Top Flange Jorst Hangers rL#1 57341 XQ 114 Sl V-41, XQ1 1491 22A-2 SK XQ I 12SI 224, X01 128122 4 2K, )l 01 e- 5K Tapping Scroll Sfb4.1 J. Slidi :-AAJd, 511bil 150 Xf 51018, XI81 )16.4k XISI 214, X181214.3 5K 564V IM, SMA2.11210 SMA­' 1212 Sti 12/14, SIBAi SlIBA4.TVC, Top!713nge Joist Product Mode l. Number or Name Product Desorption SMI 161"2, SieIA4 1811-1 FT lip Adl,c4ve Anc),c, for rzi,cre*e 14 SIH I A, Hurt oarie -ite z GAC. sJp, 121ur>rlvl f41, QuIlf., 15 I Gill r,0i ib G30) 100, 0 TH -,as octiddi factencrs and assemblies is Shill SIH08B, SA4010S S+40106, SiJ­lr;1 5S, &,H01513 11-Inlidowns POPA ?',PA-K Pr)PA PK,, P7',dt PT)PAT K. PiNW. PWVVP. d):VA-P-,AJ PDdi Powdet-a0lualed rostenei itireaded studs, and assemblies; 16 &HDij4, &'FDi­C S,;HDUg, S1HUL-1 I Holoc,.vrs Pr)rKvlttr­ fit :'SVL 2. PSVL3-K. P,:Ii PT(--L7tPA PTRHA-1, PTRII 17 Slicil. SmjL-;T uo;ia Hangers 4 SPIT -;6 Adl-we Alroc-c, for r:rnc,tl March 6, 2023 C- U) > C-) 0 0 LIJ c— < SHEET NO. PA 13 1 11 1 1 RAC 1111 R tr "1 11, I'll 1 11 1 11 11 11 111 It F IP I It 1 11 1 1 111 - I (D 0 > HIAM M %fLk_'%[1-DADF C 0'%:'Tr-- PGT Indusn-je-. Inc. PGT Industries. Inc. c- (D 0 & =3 5_ I_ 7:3 72Z PRODUC T C ONTROL SEC TI'ON P(-T Indw tr jes. hic, = (D 0- 0 0 NOTICE OF A(-( EPTANC E. EVIDEN(F �--t-B-NUT TED NOTICE OF ACCEPT.A.N(-E:EN-II)F-NC'ESI-IB.IUTTED DFPXRT3,fEYT0F REGIT-1ATORY -AN-D ECONOMIC RESOURCES (RER) 113 - F lon. da 3 3 -'4 7 4 RO.A.RD AND C ODE ADAUNISTRA TICIN DIA-ISION' NOTICE Of AC(E,PT--"-NCE:EN'n)ENCEStB\fff TED 7:3 (1) 1. Et deuce ;ubinirted under preilious N(.-)A AL D. QIIT-1 � RXN ASSIT C E CZ NOTICE OF ACCEPTANCE (NOA) A, DRAWEI;G"S B. TEST `3 ocontinued) L i\fi.m DadeDepartnient of Regulatcvv and Economic Resources �RERI (D 7:3 PGT Industries. Inc. '1-94 2 0 1070 Technolorc Drive. I \tanufactur-efs die drawirigs and s'ecti-101,15. I repcq7 on i Air Infiltration T It. per FBC - TAS '0 '_\L-kTERIAL (D 0 6_ = 3: North Venice. FL -142-S 607nifted mider VOA.Vo. 11-0107 04) -1 � Uniforni Static Air Prts�ime Test. per FBC. TAS 202-94 E. C-ERTIFIC-.ATIO-NS = LL_ -S C OPE Drawmg.No _MD-5570.0. Slidaw, Glass Door NOA sheets 1 3 1 Witef Resistance Test. M FBC_ TAS 202-94 1 Notice of: cceptance'No. 1545281.4 issued to Vision Emnision Ltraited for their = .0 - 0 ,- M This NOA Is beitig issued under tbeapplicable rules and regulations govem= the rise ofconstruction matetiaL. The of 2 1. pre,-C P. - ared t_ _ niant�f � -� -,viffire-,isioli A dated through 21 ac rarer. d it ed 10 1 4) L=e MLssile Impact Test per FBC. TAS 2101-014 "White Rigid PA Exterior Emulous for Al'indows and Doors-'. dated 08! 13.1 C) Cn 7 > .- 0 0 documentation submitted har. beenre-,-iewed and accepted by Nfiami-Dnde County R.ER -Product Contr-,.4 Sectkon to - and -v A. L-,,-iLi 1%,Ulei P`� 04 05 1, - signed sealed b C- yclic Xi Pies Loadingper FBC TAS _103-94 expiring on 09,30,19. (D W I_ Sn(n _&__j 1�e wed iu.NL= Da* C oucry and othet uea s wheys allow ed bv the A�Qnry Havuw Jwllidtc wu (.W) F we N o t of Acceptance'No. 16-0920-08 issued to Vision E-x-tmsLon Lmiited for their `%-E c- _+__j CZ M This INCIA shall nor bevalidaftef the expiration date stated below The NLa=-DadeCoate' NodtictContrt--4,Se,:-hm B. TESTS along. -with narked -up drawings aiid installation diagram of %riuyl striding glass door. prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid Pt-C" Exterior` Ein-usions for C/) < (In.Nhami Dade C ount,,r) andorthe AHJ (In areasother d=Nliami Dade CouurV� re serve the right to ha ve this I - Test feport on I) �_Tniforin Static Air- Pfesuut T est. per FB(:. TAS _202-94 by Fenestrati0ii Tesmwr Lab. Inc � Test Rqvrt No. 17TL 8549. dated 1106 1_5� iigned.md Windows And Door-�­. dated l2iO&I 6- expiring on 11,2192 1. product or material tested for quality a%uranceputposm- If this product c4 material faih to perform Wilke accepted 2) Large INItsule Impact Tes! pet FB(-' - TAS _`0 1 -N sealed 1)-v Idahni, Ortelga- P E jest report re-vved on 12 04 15 and 02, 11 16) 3- Notice of Acceptance No. 1"528.15 issued to Vision Extrusion. Limited for their ma inlet. the mamdacturef will incur the expense of such te sting: and the.AHJ mav unmediateh- revoke . modify-. or suspend the use of such product or material within their jutisdiction. RER reser�7er_ the tight to revick,- thi,, J%1LqLj TIre&, t1fe T per FBC. TA 203-94 ai - vai-J �_,Ldmg glam door. pttepiie. along with wafktd-ur dT1WLUv> any inil allatioil d 1. -_,aiLl of t, T.; - S I -,n or, InfiLtratict Test. per FBC. TAS 20'-04 rep, 2 k- nuorin S-at ic Az Pressure; Test- FB(_ TAS 202-94 '-Brown C oated (Painted or Laminated) White Rigid PA-C* Exte0or Extrusions, for AN -indows and Doors--. dated 08.13, 15. exptrzrig on 09 30� 19. if.t detennned bv3vLami­Dade CounlvProd Control Section -fail-; i per - accepta e- is uct that this pmduct at material to b,,-fenestnrionTe-srir.-_a Lab. Inc_ Tesi Revort No YTLS-1- d"ved 1_'07 15- signed and ;1 Water Resii-tance Test. per FBC- TAS '102-94 4 Notice of Acceptance No- 16-07,12.02 issued to Fenestration Solutions USA - meet the requit-anents of the applicable building code. This produc t is appt eved as de sc ribed here in and has bee a de igned to c omplywith the Flonda B u ildin q: C o de s.ealed b,� I daltnts Ort eg a� P E � i Tesi rep or. re vised on 0' 15 16 mid 0 24 16 - 4) Large Missile InVaci Test per FBC-. TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (.N on -NI -Wte) Rigid PV( Exterior itic, luding the Hi gh Velcc ity Hun -scats Zow Dvsc WTION: Series -,0"A"invI Sliding Glass Door- (Reinforced) w,,wo 900 & 1350 corners -LAID. 2 Test on on 1) .,kit Infiltration Teit, per FBC. 7 - AS 202-04 at c ALr Pres- ire Te�,. per FB( TAS_ _'02-94 5) C'vchc Wind Preistire Loading per FBC - TAS -',()3-94 along tvith inarked-up dmivulpand ia-,-tallation 112igrani of vinYI slid mg glass door- prepared E in- usious for Win dow s and D oors" dated 00, * I _5 � 16 . expiring on 02��04,`2 1. 5 Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestr2tion Solutions USA. -'Bronze APPROX'..kLDOC'L--M]E'\-T:Drau-miiNo.'-%ED-5570.ORea -B. atled--Viml SLding Glass Door N0A(I_M)­_ sheez 3:'Xarer Resiitaiice Test per FBC . TAS. 202-P4 t b." Feneiirzinou T,-irluz Lab- Inc. Test Rmor No. FTL 84521. dated 2 04 1 s.ened and Inc. for their and Lighter Shades of C ap Coated Rigid PYC Exterior 4) arge Missile Inipac! Tesi pei TAS '01-04 L_ - FBC - �ealed by I dalrius Orteip. P E. jtil repon revts�,ed on 02 1-7. _20 16 Ein -usions for Windows and Doors— dated 09 15 16. expiring on 04 16 -10. I through -"I of 2 1. prepared by manufar-mier. dated l0i05.15and lastm-is&d oii02-0I 21. signed andseiled by A_L,vmn'.\filler. P.E..bearuie theMiami-Dade County Pro Revisioustanip with the Notice of ',a7Md P.,e �) vc I- c ;sxite Loaduagper FBC- TAS, 203-�4 ii� p�er FBC' TAS 202-94 6�� Forced Enrrv're,., 7 Test report on 1,0-Taiforin Static Air Prff,,itre Test p-erFBC-.T_�kS2()_-94 L-uge In4xicts Test per FBC. TAS 201-P4 6 Notice of Acceptance No. 16-0712.03 isssued to FN7ERGI Fenestration Solutions L. SA. Inc. for their **White Rigid PAX'Exterior Ein-usions for Windows and Doors" dated Acc tancenumber and expuation dine bvthe.%Lami-DadIe Counr.- Product C'ontrol Section ep IXIII>sile z ,\][PACT -along with nlaykzed-111� dn' wuj'z�, and msiiharloii d Ligmi of vu-0.1 sliditag glass door. pitpare-d 3 vclic Wind Pfe,stire Loaduig p-ff FBC. TAS 2,33-94 08 101 17, expt* on 02:28 IS. NflsswE L RATr-Ii;G: Large and Small Impact Resistant 14 1111; Fenestrat.-C-In Testu'. Q Lab. Inc._Inc Tee? Revo.,l No - F I-L 8 546- - ated oii I-;- �iuried and C. along ti III] IlLukeJ;-up drawmp aud in�tallarion diagrain of wyl slidaig glass door. prepared 7 Test reports Nc(s). 10-002-792(A). 10-06-MO-527- 53-5753-09. per ASTNEE-94. Limitations: pre . Sft table I (sheet -1) and table'_ (street fora cable �,&zes, design e--;.. - sealed bv Idalnus Or, eea. P E_ Je��t report re---.-i&ed on 0. --014 161 and 02 11 201 16 - __7 b-,- fefleslra%oll 1e:-,z= Lib. Inc. Tes! Repor, No FIL 6638 A-1 thru A-- dated - ASTNID 19'.9 and AST-NID-63 5. issued bv EXOVA - OVA to Vision Extrmion for cellulosic glass types. Fill mwr (,set tables B-I & B-2. sheets'-S) and anchor lay out sheets requLtemeav, in I I thru 16 711 1 e PVC. Tan j-Non-white) Rt6d PVC and Bvo,%Nm c oated (iaiated or larnina )white Rigid P%'C'ts-. be 7 Pu , it Test repicom I Air Infill fat lon i e­_i. M FBC . TA S 2 02- 1_14 1 - .Inifonn Static Air Preszuie Test. per FBC . TAS 11 19 10_,;zred,,tkd ►sealed bv jorze A. ('auso. P E. 61fbW111e(1 lalder.',_0_4 NO. I]- 026' , 04) coil site material. (S'nbmitted rnu1er.V0.4A"o, H-010704) gizid 3 WateT Rekilauce Test. FBC " '1" 1 �4 TAS 8- Notice Acceptance No- 14-0916.11 issued to Kuraray America_ Inc. for labeled per referenced N70A's reqiuremiews. pei - - S Te_�-,t repori on 1) Air Infiltration Tt,--it. per FBC TA.. 202-0 of their -cm ;-.s operable docts must comply niza clam width or height per FBC recTinement. as applicatle. 3 Eras -e Irq TAS '01-�14 4 ",a2e Missile 1 a c I Test pe- FB (_ - Umforrii Static Air Pressme Test. per FBC TAS -'10-)_,) (Clear and White) Interlay on OT04 IS. . er expiring 4. Pocket walls under separate appravat to be tevievied by Building officzal -YXLC 'Xi-nd Preic-,tis-e pt-1 FBC', Wmef Resistance Test. per FBC_ TAS 202-94 9 Notice of Acceptance No-16-1117.01 issued to Kun. ravArnerica. Inc. for their LABEI_171�G: Eachuna shall best- a pennaneat label with the main�acture--. name or loso. cirv. state and series and -oved". noted foW,%me statenient: "Nlu=-Dade County Nocbxt Control ApIx hereia 6) Forced Enrry Test ner FBC. iA,, 202-94 along C a" doljr. ):r it_ L 1, eVared, 4't Large Missile Iii4kict Te��t per FBC-. TAS 201-94 -FBC -k!S'I( -0- per T. -.)3 - 4 --' Trosifoll 11traclear. Clear C'olor PVB Interlayers-. expimg on 07,08.19, W RENEAT.Al of dus INCIA shall be considered after a real applicauen has been filed and there has beentio bv Fenestration Te-stiLg Lab- Inc.- Test Rq)ort No FIL 8547 dated '.21, 4 1, ivqlled and 6) Forced Entn per FBC'- 7 lest- AS 202-P4 F. STATEXIE-N JS change in the applicable building, code neptively affecting the petformance of ft. s ptoduct TERN-11NA110N of th"s NOA will occur after the exprance date or if r1rere has been a re,.1sim ot char-ge in the -e. re L e� sealed b-; Idalaws OrT-,gl- P E. Je-:�t report 1 Din 0' 15 4 Test report cm Air Infiltration Te-",. per FBC, TIA '�_- 20_'--�4 --vithmaiked-up drawLrigs and installation dra-mni of vwyl dluig glass door. prepared alone . ..a bv Fenesn2tion Testing Lab. Inc Te-Ir Repon No iTL 633- (sanTlei -A-1 thra A-; i. dated I Staterriew k - better of coafornume with FBC -51b E dition (1014) and FBC, -61h Edition (201')_ issued by manufacturer. dated OS, 1417. &ig ned & sealed by Lmn hfilkf. P.E. initenah, use, and ot mmufacture of the picduct or procesis Nfisuse of thirs'N'CIA 3 � an e ado remetitof any proAta T -vmi Static Air Pfessurt Test- pef FBC'- TAS 1'06 If). sizied aiid sealeed b•v Jorze A.Causo, P lc__ f.Submined nju4,er_V0.4A`o, II- Statement letter of no financial interest, dated 04. 1 & IT issued by ii�actitrer. signed for sales. advertising or aav otherpurpmes. shall auto ally terminate th.Ls NCIA. Fad me to coaVly wah any 3,1 Watef Re,�15tanct Tes,, per FB('- TAS sealed by Lynn lMm RE sec tiou of thisN0ishaUt,>e cau,�e for termination and rensoval of NOA 41 1 LugeNimsile In4mcz Te;i per FB(--. T.A� _'*01-04 3. Letter of lab complimce, part of the above test reports. ADVERTISEMENT: The NOAnumbef precededby the words 'Miami -Dade C ounrv� Florida, and followed by the 5) k'- vc hc Wind Pre&SUre T oading per FBC TAS 2034-1)4 C (_kLCULATIONS 4. RER Test Proposal No. 17-03ST dated 05 �05 17. signed by Ishaq Cbanda- P.E_ di- la . expiration date may be6isplayed in advertising hterature- !fanypc-rtiou-mftheN0A1_-d� laved. thea it shall be 2 4 6) Forced Ear;Tesl, re.-FBC- TAS _'0?_._ - I Anchor verifica-iou calculatious and structural analvsis, convl-- Ing with FBC-2014, done in Its entuer;, along -,N- ith nairked-up drawtags, and m-.I alimion d iagmh of vm-yl sLd mg 21aK,, door. prepared peppered bv PGT_ dated 12 N, 1 Nand Last re-cised on 02, 1 16 &1 giied and sealed by G. OTHER IN.sprxnoN. A co of this eutireNOA still be pto-,ided to the w-erbythe manufacrutei or tu di!.tribuim and b-; Fenestration Tesit-ig, I-& iiic. Test Report'_No FTL 8-448- dated 12,041 -5, signed and -,�atho - L -0 -Ya. n1% NhIles,P1 60mittedunder A -4 1. Notice of AcceptanceNio.15-1210.01- issued to ?CiT Indwitnes. for their Serves .hall be available for inVection at thejobstre at the reque��t of the Building Official, sealed by Idahms Ortega� P E, je�a repor revl'�td cu 0 i �',�4 16 11 i 6'� Glazing complies. with A`_-,T?IM-l300-09 Vinyl Sliding GLass Door iReinfoi ced) - L.2\11­ mpiring on 04'14 21 ThIr.N.0A revises & renevn NOA �20-0419.105 and comi-sts, of thIspase t and e-,adewepa2es E- 1. E-2. E-3. E-4. E-5 &- TE-6 as well as apptc,,,-nI document mentioned abmv_ 1--hack 1. Chmndi, P.E.Lhaq 1, Chauda. P.E_ Lback I. Chtada. P.E. The submitted documeniation :cis reviewed by Ishaq L Chand-k. P1. Pi o du� C ontroi '�'Lat -up#r-vl --Or Product oDtrol Unit $up#,-vi-or Product C ourrol Unit Suptri-i:or YOA -No, 1.1-0:0-5113 NOA No, NOA No, :1-OZ05,0 _X0A No. N A0161INTYM ExpirariouD�ire: -kp6114,2026 11 1 4 Eipiiatiou[)aw kpri114,.*(I!6 Expirloon Date: April •14-2026 '0421 Expiration Date: Apra 14,20-26 I ApproT.*l Date%X1,arcil ' F, N: I Appi •o; :t I D:3 to! NL-inzh !6! 1 Approval Date. March Appr*va I Dater March Zz. 2021 E-I E E -3 PGT Industrim. Inc. C-GI Windows and Doors. Inc. PGT Indwztries, Inc. NOTICE OF ACC EPT_kX1C E: EVIDE-\C ES1-B_'%ffTTED NOTI( E OF A( C EPT-A-N( E: EVIDEN( E SI-13MITTED NOTIC E Or A(( EPT-A-N( E: E VIDENC E St BXITTTED 2. Eiidence Submi"ed under pieNious subtairtal E. -IL-kTERLkL(F-Rrffl(.XTIONS)coiiriiiue.) 3. New Evidence -Submitted A. DRANATI;GS 0,981 BTLT-try. hr. -ft.-'F. A'--,T-',l F 1249 ASTM D39sASTM A. DR_XllCGS L Drat{ fine No. '-NID-5570.0 Rev B. titled --Vinvi Sliding Glass Door ;QUA streets '1901 G Drnb11Tv-\o Fog -Pass i Submwed under previoi;s NOAYO, 7;_1i4(j0 I. Drawair%o _NID-55-0,0 Rev B. titled Sh-dinz Gla:;,, Door NOA (L\,f,- sheets I 1 through-21 of _'1. prepared b-;nnnuff�actitfeT. dated 100515 and last revised on `2121210. Pan AST`_%I ('518 Themial Cuc*wl-itv 2 22 BTU-ia of -'I- prepared by 1-7 andla-,Tre,--iced o'n0_1 0121- 04 signed andseaked by A. Lynn1%liller. P.E.6. Quanex ]2utasgal comply1rig ,vith and s siened aridseiledb,� A P E hr--ft--::F- ASTM T 1240 V-k*TR-Pa;.s. AS74 D 143'4 -krzon Pemiealjct-Pass. ASTM T - I. dote � This I'Vi, lon consist, replacenitnt of s,,une exis,*= inst illation screx,.vitli flai head- Sty B. TESTS 2189 I.G Durabili-y-No Fog. AST\l E f4t, Dew Point beveloquient -20"F ai 48 hz� ined under 0.4 No. 15-9409. 651. 1. Test reports on- D Air Infiltration. Test. per FBC - TAS 202-94 (;5tibin 2) Uniform Static Air Pressure Test. Loading per FBC'_ TAS 20.2-94 Vision F-xinisiom- --td Parts conTiving with PVC 303- 1_3 ). Voluin, ir,- Specificatic .11 B TESTS N 3) Water Resistance Test. per FBC. TAS 202-N for Rigid Pol,;v:invl Chloride (?VC 1 Exterior Profiles for Vision Emn;suons Ltd.-Vb,; oneEX-1 4) Large Missile Impact Test per FBC. TAS 201-94 AA_\lA Fenestrailor, Exterior Profile Ceilificition Program (L511billitted moder.V0.4.Vo. I5- 0400.05) PLC 5") C'ychc Wind Pressure Loading per FBC-. TAS-703-94 along with undwd-up drawtags and installation diagr= of all PGT Industries. Inc. S. Vision Extr-usions. td Pans con4)Iyule tXith PVC-AA_%U� 3,03-11 No representative units listed below and tested to qtkah� Dowsil 791 and Dowsd 98-1 silicones. -0 0 A 6 i.Snbnt itted un0. 4 15- der.N D. Pr by Fenestration Testing Laboratory. Inc_ Test Reports No. . 9 PVC -A-AALk 30-3-1 -1. Voluniai-v �pecificanon fcf Rigit'd PoI­1-,-in-,VI C Woride fPVC ) E-mericr.- QUALITY AS-SUR-AN(-F FTL-7897. PGT PW-55 520 MC'Fixed Wind ow junv,6 in proposal). dited 09,03,14 Profiles for Vision Evrussiom 1-1d t 1 by AA,�\%X Fen"raircin Extenor Profile I Munit-Dade Department of Rezuhlorand Econolmc Rewurcts )RER,i U) YTL-20-2107.1. PGT SGD780Akinkiiumn Shdiug Glass Door ('unit 7 in proposal) FTL-20- C"entfication Progra.1-11 2107.2, PGT C'A740 Alum Outswing Casemeat%iudow (unit 8 in proposal) FTI.-20- 10 'Notice of Acceptance No 18-121-.14 issued to Eneflzi Feunation Solntton_ U, SAInc far -hit( -C E _'%L-kTERLA.L ( ERTIFIC-ATIONS -ice Cz 2107.3. PGT PW7620A Altininum Fixed Window (unit 9 in proposal) and FIL-20-210"'.4. their Tan 3040 & light shade (iron -white) Al Rigid P N Exteiior Extrusions for %.01 issued to Kin at av America. Inc. for thew 1 \,)t of Acceptance No 19-030- - PGT PW7620A Alunnum Fixed Windcriv (unit 10 in proposal) dated 0713 20. all --geed Windows and Dow C. expiring on 02 C4 _21 -Trosifoli Ultraclear. (lea r. ,mitt Color PVB GU exp= i! on 07 08,.24 Cz 0 and sealed by Idalaus Ortega. P.E_ 11 Notice of Acceptance No 18-AD122.02 v.,-s-ited to Eneivi Fevit�ii-ation S.olut-.ou. T_T�A Iric- for ­AN11ite I Notice of Accq)twce No 17-0808.02 ISSIled rt) Kin-al,av Amer ica. Lic, for zh& > CL d PX'( Exterior Lin-ti ion� for 11 irkdowsand Doors" expiring on t Lf 5e 1 he , ries i'( ]*,ar and unite) Gkiss Intin expiring on 0, 7 04�`23 1. Anchor FBC 021 _2 8, '23 l Or.L� I I Notice of AcceptaniceNo. 18-1106,10 ssized to V -ou Extrm�a'" 7 =ted for their "Brown -_N'Wte O < verification calculations and struct-ttral anah-sis. cowphrmg with L 12 Notice of Acceotan(.e No 20-01.03.03 issued to Enerzi Feze_�-ranon S-olutic".1. USA. kr-. for '& oared (Fainted oi Laminated) Rigid PVC Exterior Ext-runions for lVindows Edition (2020). dated 04-2-1220- prepared by manufacturer. signed and sealed by their "Bronze light shade cap coated NI'Wt(- Rigid PV( Exterior E10-usion; for and Doors' expim-C on,)p gat Anthony L-vmn.\ filler. P E 1 Glazing AST'ME1300-04.-09. Windoivs and Door expiring on 1.14 16 _2 5 4 .ecmlce of Ac c�tmceNu 18-1 lu'l I ussiled to Vi�Nlctn Extnl,-tong A-inited for their --cries couiphes witli -12 and -16. **VE 1000 Tan !02 and lichtej shades tNon-White) Rigid Celittlai PVC Exterior V V D. QUALM- ASSURAYCE F. STATE'-\EENTS E in-usions for Windon s and Doois-'_ expurrig or. 122022 1 0 Mi,anki-Dade Departmen of Regulator; and Econorac Resources (RER.). I- Statement Ierfe� of conformance o FBC ", Edison 1202(j). -liated .014 -'-' 2C). ts�nvtd b.,%, , I_- niantifictivef signed and sealed bi Alith--,qi- - T N jij-. P F F. STATE_NEENTS E. -It-kTERLkL C ERTIRCATIONS .1 2. statenimt letter of Do financial lntent.,i and --,f irideveld"Itri,,_ tv« m-autif Ictuter. dared I `•taremeir letrti- of roaftyrinan-ce to FB( -Lb Edition t2020j_ dated issued by 1, Not ice of Acceptance No 19-030�.02, issued toKutajayAmelka. IlK. fortheir 04 18 sizued and sealed b-,�, Alithoir., L-1-nu P mnufacitinti ;'cgned aud b,,, Anthony 1.1,MnMiller - P E.Cn ­Trosifolt Ultraclear. C'lear. and ( olor PA-B GLass Iiiterlayers­� expiring on w afl 3. Pnvate Libeling Affeement docunwmr beivveta PGT daed i.,� 30 1` uid signed. t .ate T I --eLmz Aereeraftit dated 03 08 1 bet-,Netii PGT 1W an 'G 2 Pn,. -A d C I 07 08,214. trivolved parties, and Doors Inc signed bry Dean RZ. Ruai-t P. E _. V P Enc`MeeM2. on behalf of 00 2. -Notice of Acceptance No. 17-0808.02 issued to Kurajay America. Inc. for their **.Senni-Ghs 1 K lean" Mbre) Glass him-Layo-s"on 07-04-). rmh L-Onipxuet < and . expumg G. OTHERS RIS a- 3. Notice of Acceptance No. 184106.10 issued to Vision Emmions Limited for their "Brown ( Laminated) Allite Rigid PVC Exterior Extiusious 1. (1 OT HE R *%%- -0 oared (Painted or expiring 04 -11 1 This & I evises I eliews NOAU 20-04 Z9.04 .'"'PLA C GTI. expim-cr 04,14 26 for Windows and Doors". expiring on 09 ' 30 -14. 2 RER Test posals 1 %J-1 155 dated 01 10 _'C, nprprove-d b-, I,;haq I C licei,41-3- P ]IE_� expirmg Pro 'Pat ClUffellf 3-SkK,!,3ted PLA C GI file =21-02014.01 expisuig 04 Nt -6. M 4. Notice of Acceptance 18-110,611 issued to VISIon Extrusaons Lumted for their 04 14 21 seriesseries-17E 1000 Tan 202 and lighter RigidCeI1td-vPVC UJ Exterior Extrusions for Windows and Doors*. expruig on I < Lh3kq L C'haud:k. P1 Lhaq 1. Chauch, P1_ hhaq 1, Chiada. PI Product Cou"ol Unit super,&or Product C outrot I -nit sup*r1i:or Product Control Unit �up#rvi-.or N'0A No. !1-(1204.1714 NOA No. '1-0' .0-4A13 NOA No. :1020-.03 E-irationDlit: Ap2i[14.1t.6 ExpitanoDait: April 14..0.'6 ExpirationDate: .11,prit14,20Z6 Appr-3ia 1 Da te; March ' .0:1 __j Approc-a I Daw Nfarch :.-" :02 1 E E -6 E -4 SHEET NO. March 6, 2023 PA 1A I I I I I I ,, I "I I' 11 1 1 1 11 I'l I' 1, 1 1 lul-I 111, 1 11111ir"R111,111 I[,-[ I I _L "' 1, 1 1 1 1 1 1 111W irl Cv (D c- C/) > 0 C-) :3 M IAM I•D1ADEMIAMI-DADE COUI\ I Y 7:3 PROD UCTCONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCLS (RER) 11805 SW26 Street, Rooru 208 BOARD AND CODE ADMINISTRA1 [ON DIVISION Nliarii, Fkvidd 33175-2474 T(786)315-2590 I-(7K6)31i-_'599 NOTICE OFACCEPTANCE: EA"IDEN(J: SUBMITTED NOTICE, OF ACCEPTANCE: EVIDENCE S1JB?VI1T'i*ED NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT`TED NOTICE OF ACCEPTANCE (NQA) to 0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060-,".04 3. EVIDENCE St BMITTED UNDER PRE'v"IOUS APPROVAL# 12-0209.12 5. EVIDENCE SUBMITTED UNDER PR-EVIOUS APPROVAL # 14-0903.03 C) 0 7:3 %_ - 6324 County Road _579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 = 0 Seffner, Florida 33584 1. Drenving Ao PY) 1612. titled "Pn-, asl atid 1're ked I'micl of 1'. I Drcmin,,,%o 1 1­14012, tilled "Precasi and Prestres�kcd Liniel 1)elaifs sheet I of 1 l)ruwingA'o. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of = .0 prel)ared bi, Crai;,z parrino, P11,.. dafcd,Vw-,­h.`4, 200�� �mci 0rai,vmg Ao� L14012. wl.,d 1, prepured 1�i Pr [I. dated A -larch 24. 2003 acid 1)raivingN 0 1, dated 03/24103 and Drawing No. LT4612, titled 'Gust -Crete 4 ", 6 12 0 > SCOPE: "Casi-Crete 4", 6",_Iv 12" LinielSeile Load shethisI ihr�,u.Vh 3 of3. pre['wfe�,/ I'v 1,14612 titled "Casi-Cretc 4 ". 6" (t, 12­ LIrnel Sale Load !'Uhles".shcets I LinleiSqk Load Tables", sheets / through 3 of 3, last revision dated 06/12114, all E (1) 0 L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. C_ L, Cra�_- Parrino, PE., dated ch 24. 2003 I'U�i rci iAitin =11 oaeci I'lrd 2003 bo!h 1111-ov"ll.; ol 3 Prepared by Craig Parrino, P E_.. dated1larch '4, 200. last prepared, signed and sealed h Craig Parrino, P E., on 08il 191,14. y cl) %___ _f� (ZL 0 M The documentation submitted has been reviewed and accepted by Miami -Dade County RER- product Control -Ion dr(nvings signed ind seated b, Ural Airrino. P. L, revisiofl,ialed ..-larch IL z, 008, all signed and sealed b.l- Craiv Parrino. P. E. on c < Sect to be used in Miami Dade Count}' and other areas where allowed by the Authority I laving Jurisdiction '2, 'W"'. R. TESTS C/) (AIIJ). B. TESTS Iftil"Ch 1. None. This NOA shall not be valid after the expiration date stated below. The Mlaini-Dade CountN Product Control B. TESTS C. CALCULATIONS Section (Ili Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County) reserve the right to have 1. A Wh,. 1, this product or material tested for quality assurance purposes. If this product or material falls to perform in the d N(!Oled hY Christ(.1pherA. Minion, 1) E. (alcul(ition.vft),-(-(ist-Ct-eteLiyitel.v.doted O8.'1912014,pci�ves]4.201throl4giII4-�136, accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may inirricclialcl\, revoke, C. CALCULATIONS prepuredky C'raig Parrino. P.E., signed atidseale(I by CraigParrino, P.E. modify, or suspend the use of'such product or material within theirJuriscliction. RER reserves the right to revoke LC C. CAI Vone D. QUALITY ASSURANCE this acceptance, if it is •determined hN Miami- Dade Couniv Product Control Section that this product or material 1. !.tritely, dtifed 05".?9'', 0,�, _"0- prepared hJ Crfl1,,, 1). 01 AIATN_ ASSURANCE 1, ByAlianti-Dude County Department of'Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino P E., ml,.,nedandsealed hi Parrow, PJ' 1. BvA-hwni-Dade Counrt Pepariffietit of Permatin'g, 1-I'lWil'OfIM011, and Regulattw),Affiuirs. 2. (Iliculalion.N fr)l- Lillfcl.s, dwedt)_5,`) 1 -10 PL�gt pl-cpart'd h1i Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been dcsigned to comply " ith the High Velocity Hurricane Parrino. P.E.. si,.,nedarnd.Nealed ht Parrine o, P 1-. E. MATERIAL CERTIFICATIONS None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels 1). MATERIAL CERTI 111 CATION: F. OTH E R APPROVAL DOCUMENT: Drawing No. FD4612, titled "precast and Prestressed Lintel Details", sheet I of 1, 1. -oualitir SY'Sfem,�� fwl"(11 for Preca-v Lmii,A revised off AIat 1. F. OTHER 1. Letter fi-om Cuss -Crete I fSA. Inc., dared 0817 912014, signed and sealed by Craig z prepared by Craig Parrino. P.E.. dated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4". 6" & 12" 2002. Letter from Cas/-Crete Corporatioa duied Fehruart 03, 2012, signed and sealed Parrino, P.E., certoing compliance with the Florida Building Code, 2014 Edition. Lintel Safe Lc ad sheets I through 3 of"i. prepared b� Craig Parfino. P.E., dated March 24, 2003, last 2. Cast -Crete Quality Sv.stem Nfannid fin- PmAir,.�,Ned Pi (,duce dated 2002 h-1. Craw Parrmo 1), 1".. ccl-li&hig t ompliance with the Florida Buildiiiv Code. 2010 revision dated June 122, 2014, all signed and sealed by Craig 11'arrino. RE,. on Janl.lar)- 21 2019. all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Mlanli-Dade County Product Contn)l Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMI'l TIED UNDER PREVIOUS APPROV,XL 4 118-0320.09 A. DRAWINGS date by the Miami -Dade County Product 0-)ntrol Section. A. DRAWINGS 4. EN'IDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 1. None z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drml 111,4 No P0,1012, trued "free and Prcs1rt,,Nwd Lmfel Dclail.�" %hcel I of 1, A. DR_AWINCS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade 200.)and()rer.iitwA'o. 1,14612.1illAi ., ' 1. None. B. TESTS County logo. ""Gust -Crete 4". 6' (� 12 lintel Sine 1-oad Ta")1c.s". sheets I through .3 of prepw-Ld lr, 1. None, Craig Parrino, 1) daledAlarch 24, 2003, ia-v revision dale,0,fiirch 11, 20ON. R. TE'STS RENEWAL of this NOA shall he considered after a renewal application his been l'iled and there has been no C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS �Vollc 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charge in the J- AOW. C. CALCULATIONS materials, use, and/or manufacture of the product Or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS D. QUALITY ASSURANCE product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. Bl-,.Aliami-Dade Coum)� Department qf Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA, L None D. QUALITY ASSURANCE ADVERTISEMENT: The NCIA number receded by the words Miami -Dade (..'ouny, Florida. and p v1 d followed b D. QUALITY ASSURANCE 1. By COWNY IhPzirimenl of Re f1lid E-ci)nonnc Resource.s (,'RER). E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it sha.1 1, By :Miami -Dade Gaint.v Building Code Coinrhunce Officc% 1. None be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. NOW. 1. Compliance Leiter with the Florida Building ("Ode, .7017 Edition, issued by Cast - shall be available for inspection at thejobsite at the request of the Building Official. Crete USA, Inc., dated 081'08117. signed & sealed by Craig .Parrino, P E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. 4." - llelni,, A. Makar. P.E., M.S. 'tielni% A. Makar, P.E.. M.S. A. Makar, P.E., M.S. The submitted documentation was reviewed by Helm A. Makar, P.E., M.S. Proiluct Control Section Supervisor Product Control Section Supervisor ��,/Hel,niv Product Control Section Supervisor c__ NOA No. 20-0630.15 MIAMIOADE COUNTY NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 '1023 Expiration Date: 09/1112 Expiration Date. 0911,12023 Expiradon Date: 09/11/2023 Expiration Date; 09/11/2023 Approval Date: 08/2012020 Approval Date: 08/20/2020 Approvil Date: 08/2012020 Approval Date: 08120/2020 Page I F- 2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCFVLANCE: EVIDENCE SU13NIIHA E'D 7. EVIDENCE SUBMI'I'I'ED UNDER PRENJOUS APPROVAL 4 18-0424.04 9. NEW E'v1DENCE St BNIIT'I*Ff) A. DRAWINGS A. D Rk NN'l N G S I Xone, B. TESTS 13. TESTS I, A"one. I. None. C CALCULATIONS C. CALCULATIONS 1. None. I None, D. QUALITY ASSURANCE 1). QUALITY ASSURANCE 1. By Miami -Dade Coway Department of Regulaton- and Ecoitoimc Resources (10.'Ri. 1, G Ially Oepartownl of Pegultito? sl (ind Econonoc Re.sourt es (RFR� E. MATERIAL CERTIFICATIONS E. `,I ATE 111 A L CE RTI f I CATI 0 N S 1. None. 1. None (3) F OTHER I. Compliance Letter with the Florida Building Code, 201 "I"k,"dition, issued bl, Cast- F. OTHER 1. Compliance Letter t i ° ith the 1, Im icla B i silding ( 'cycle, 201 - 11 r lit io; i, iss ued h 1, isi - C_ Crete 1.,"SA, Inc_ dated 08,,108/17, signed ct- sealed big Craig Parrino, 1. E 0-cle USA, Inc. 141ted 08. ON, I signed 'k-, seaivd ki Craig Ptirrino. P F APR 0 8 2023 8, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 19-0130.14 Compliance Leiter with the Florida Buddin'. Code. 202h Edition. issued b ' v Gast- > DRAWINGS 1. Drawing)Vo. FD4612, titled "Precast and Prestressed Lintel Details". sheer I ()f 1, by Craig Parrino, P. 24, Crete U'SA. Inc dated 06,11 `20 -s ii�ned scaled I)v Crai Parrino. P F Cz > 0 prepared E_ tlateel,14arch 2003 and Drcnving No. LT4612, titled "Cast -Crete 4 ", 6 c 12 " Lintel Safi, Load Tables" ,sheets 1 0 through 3 of prepared by Craig Parrino, P. F., dated March 24, 2903, last revision Baled June 12, 2014, all signed and sealed by Craig Parrino, P. E., on Virtual Review Assist, Inc JorivarY 22, 2019. Plans Review completed and approved B. TESTS for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr P1:2360 0 1. Aone C. CALCULATIONS < 1. None. (1) U) D. QUALITY ASSURANCE L By Aliami-Dade County Department qj^Regulutori� and Economic Resources (RER). 00 co E. MATERIAL CERTIFICATIONS < 1, None. O_ -0 F, OTHER 1. Article of Conversion./or a name change. L_ LLJ Ivil e nay.A. Makar, P.E., M.S. -'Ilchny A. Makar, P.E., M.S, < Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-Wf). 15 NOA No. 20-0630.15 Expiration Date: 09/1102023 Expiration Date! 04/1 U2023 < Approval Date: 08/20/21020 Approval Date: 08"20/2020 E - 4 SHEET NO. March 6, 2023 C� Zi I Ll ECO.N �_ TILLIT TESTING & ENGINFERING COMtsAW I - - --.------- _ WAI TER IA. TILLIT, JR., P.E, _ a, n " ,,_,�#'tl­ ' I P1 ( I u--1*1 NAN,71, PRODUCT -EVALUATION REPORT - REPORT III 20-0728.01 DATE: July 28, 202C PRODUCT CATEGORY: Shutws PRODUCT SUR-CATEGORY- Stomn Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Wobal ProtIeMon Producb "(;, 4800 S.W. 51 Street Davis, Florda,33314 1,NURPOSE-Of EVA LUATION; This is a Product Evaluation Report issued by Walter A. Tillit, Jr.. P.E. (System ID # 1906) to the Global Protection Products, LLC Rule Chapter No. r GIG20-3 , Method 10 of the Florida Department of Business and Professional Regulation. Thisproduct is wing issued an Evaluation Report as descri:>Esd herein. and has been verified for compliance in accordance with the 2020 Seventh Edition Of the Florida Building Code, aW In verify that the product IS for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be Subject to review and revision in case of a Building Code Change that may affect its limitations and conditions Z_ liif1M_NLC_"MVhW7ED; Zt PRODIJICT-EVALUATiON DOCUMENT (P,F..D,L Drawing No, 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL" sheets I thou 26 of 26 prepared by Tifteco, In,,.: signed and sealed by Walter A. Tillit. Jr., P, E.T dated 0712812020. This drawing is an integral part o ""Ailp"s Evaluation Report ,> ,ON% firI ,0 -, 1ti,R 4. �14 4 `,�, ,,I - , ,I�; ......... /? , N , - - V"I - ­_ z_ , -, OCEE ,.�p i - ______.11` . $el , _Z__ * . No 441.67 ' : -, _"VLZS., * :* - - __1 ;,�. ,t., - 6'EI .. '4 T, -- -,t - 0` ' aka',? - Q7 , e.. , of � '.. .......".N, " /, " - Phone: 4 305) 871-1530 - I`I�"10 1 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 S k ... I"04"", P"ULC-f ]EYALLA1102ILLPAliLl-I ZZJEST REPORTS: Large rrwsrle mpact and fatigue load tests wiBre performed under Protocols TAS 201. 203 as per section1626 c4 the Ficrida Building Code. ,.Irliforrri static leads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc , Reports I 96-569 dated 08IC911996, 06-570 dated 0911811996, 996-T30 dated 09!2011996, all three signed and sealed by Hector M Medina. P.E., Fenestration Testing Laboratory. Inc. reports # 2032 dated 04.`16i1998 and # 2126 dated 10/G51998 witnessed by Gilber'. Diamond. F.E. and Report No 0219.01 -09. dated March 4, 2009. signed and sealed by Edmundo Largaespada. P E. and Henry Hattem. P.E. Ten sile ensile test report No. 9CM-197 oy QC Metallurgical, Inc.. dated March 13, 2009, signed and Sealed by Frank Grate, P.E. 2,3-$TRLJCTt1RAL ENGINEERING -CALCULAT'10145: On 20 Gage Galvanized Steel Storm Panel for maximum parial lengthvs.design wind bad, as well as maximum anchor spacing vs design wind load and panel , length based on rational and comparative aralysi:i, and Ir accordance with section 1616 of the Florida Building Code Calculations prepared by Tillece. Iric-, dated 11;03I08 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P E. I - MISSILE LIMPACT RESISTANCE - Large missile impact wicier Section 162-3 of Ilie Florida Budding Code, as per TAS 201 Protocol 4, WIND LOADS RESISTANCE: "10 Gage Gaiyanize,d stnef Storm Panel has beer) veritieJ to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 101 14, 15 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anch(ir Spacing Shall be as indicated on sheets 8, 9, 1 C, 11, 14. 14, 17. 18. 19. 20 2.5 and 26 of 26, of Product Evaluation Document (P.E.D-), drawing No. 20-176. 5. 110TALLATM: ' Installation shall be performed strictly in accordance with Details indicated on sheets 3 'hru 7, If) thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum qeparalion to glass shall be as indicated on sheets 8. 14. IF). 25 and 26 of 213, of Predict Evaluation Document (P.E.D ), drawing No. 20- 1 7& -"I I .. ­ "/I _­"� - ".Q,EN c- `- :9 ' , - . �7 -,EI - - z 2- Z- .. = _�'__-W, 1 F.7 . '-- -44-_ � �L - I I --- ­__ Is -C ls7AT I OF .: Q_- -4­ri._____,& - - 0� ... . ,"loRoP, .--,,. 4 ,e -.1 , - I., S`­ . ­ . , ,�� �` 1111',12 slotj A CU7:W GENERAL HM - B2I - t-$E 1-1 PPI,A:.11 SUD4. 06 ,-1I '_,.1VaILCE 10411, S �-1 -H,,' II ­, ME ,(­ -k Z &"_EA"A4L0LW1Q0_=n_MWWfM" ctlr.'CAL WALL. NIC-00I S-,L I* LCN1; IEMNH�11 11) ILA:- I,,, VIIN 3'.IjC'kR-_ BI S,`". i'"t " . T70,V "Nift '­)N14 ON INS PRODUCT 4iftUAt"4 I)NUMW lPrO I -,AS BI .1EKII`-1,. iDA ,'0VPLAN0 IN AKKOPAG( S",l ?E AS YENT06ED W. r� L� !) LNIN a,' 4 " P!IAI�:E .-,14 I-( 202'J 17N, .-,,*%) oT -..,r "I M!'LrAw. _O:X �; D_.,fo.SIIhk MW .Als 5?,_Vr)G ,KittZ-, . - 1.1i EEI �MII WItIO ULM WAI 8Z FIE-TTRHN,iUj AS �110 MCTk� '6k6Qr D,E AI HEMI,DlIUo - t!4-9 TAP1.404 AN��)n X5 �WLWN�71�ift; fir 'W BLrtP(I IN,-, -r4)F. -,P A 01-IDS11ILD -5, KC�,I 8� T" MRISMDON *PCRE ?4i5k -�IITTM .K� K INS'ALILCO AN - - _[­I­Cly�l 1; PAINilLIA-K Ff%&N.L 11., AV.'� 0A)HI L. ANLI,OA5 AS ­�,,RIIL �, LL .(� . I Pf�'[W_T ;A �C E;WjCTKPWID, ,A,-%* ­�Ok� ITS'II AME :r-16 AND 1�14L WIT EI III WAI IAS 0 1 ,6!.-,F- 1 14'0 LArl SOAM PER EI �III FiRtSSLIRL RA : NCS WD"TFD ON S441EJ� 7 TNRL, 11 14 IS 76. 19 & ?U 7j16'@ , !,/A' W10,r, BVSRR,I, AL DifFPBIJTED 'JV Wi P7*I SKIN JX:LT & IVINAVI - W DII t] VER-I --kE ABI LSNOONN 14 TAIAlt r*Sr-'s WIW ODOM DrTITTIVNI 0TY 45<X I- It C I WH*I "W.rl) FEHCTI�I N'"O WV,C :f TVIC11 Allf IICAa 1P­ Uk I 1,1' Ai.;w , ^Ifr IIII� OA'kl-;E ,NU,< 1 11,AU EX FIRST RE Ki� X A S 1) tl['5." AAM� i CAD$ r UJI, 7411I F)oifl, ir� 1� 6 IN OP TH TA A M , AWN' PANFINI 'E"E 'D I ��ONENARL 41I W/ WA• 14 &OA 01I %'QIrS"5A1W RAW* NC<4T`M ON SOR7S 7 TIEW, 1�1, 16 �5 16 Tj & 11� r ,') WWAIJK4 Y%•II PON[7,gAnC.. j,W IAC SILEIrW IICC T-[ III MANE I S4Ik,_ el 112' N,". 1-'Pflttr 1. DI"DER :y Anil"I ,* 14 ' 1- NNIION I,PLO AS rtUK I 4E M "AGT CN$7',S2 14 I�A. A J5�0f.II. IN IW1N,Ilti, FlUtETRAT101 "'TO tTVQS0 5_ Or LONSIOM.-D A'; .ART Cr I,IC .fQ,PiE1 I.RELI .FNETHAI I STRI (CAI WINED ,1]�M NTI INKS . isco . TS-ANk'sis F.VENMW $ro, IQ **V. .".X� 1 EWEN �N[7, 11 _. OCCORLAI "T'H IND S 7011 C- Ik HHHOWLIM EI MNT�Hirr t LN(, 5.CRtV,I aril` EPXIC. SEI BE AS NEHCATEI IN �.o- JRAII STORY 1I WAAXWI ;0E, AIFFAC7 AND *"-I RMISIMCE ­S II VERWWE- N ACE)AI W!. SfI 1626 rw TK A&I .E41114ED �Obc A� -ER .1"WEII!,04 EKINE,"IC a IESTNEG OK RVIORT5 9I 96-570 & 9� T.U.I 0,D C. 0 k~W FIVISETRATIGN jr *01)V il,,'��; SIHAL_ FF 5/4' 1/4* III-& WRENS,`,fD °lK EST ' 'i.',' ,ow, WWVUW FEWSMAVON 'S, - �. LAa �-c QEr0R­S jao!I; 4 j21.6 A5 PRI TAS-701 Ms"'07 kz 7AS-,C - - ­3 'LCI t-LIC,_0 II AM " V"'I 11W .ALLS *-,,, NC V.1:I;C IIS WELL AS MAI 1E1.1 '-% IX 34kIr- ROP" KW- IECIV9 01 -SlI AS IFEA !AL 20- IA<; 2O.- Ahi: TAS M_' Y.EiONEEDS 'SI W, CASE 11.1 41CAW 5-1,H4 OR PRICKS- CCWVF-,, PAI SIVC,IwI Lill 4,00U, e4I BE II - I.E !I . A,, N-PI "TEII 'O 14E 606­Tt •�(,y MID �EWPII ILI OV,41hiii�A 40t[Dj SI SHM ; WALL. A14CHORS S-ih_ HE LOW !%L:A7 `C II T-i WAIN SMA7,01I KNL, 5,ICI­ CANII ANCI40AI 5hk. BE .5 WIF4110INII 11 C 1) C l? & : 1) I ALL ALUW.kVU SF -(ET 6I JUD A7 00%0115 II .MVP 1!11­14 ALLOT ILII AN1,I­. SHN. SC a15TALIM CQ-'ANHG PAJ Lf 14Z WFAX,H,I%Afft(-A�W�'. AND SPEC­C­,N.> 'l: !,- ­,l _111.CT1`PEIM - ALL MILL SWEET' WI WAI SKALI . A STP-J-0RAL QI,4Irl 7D_ AST11 L-15". C�44N 'AI wmw. ­ III, CAII ME- ,_rSW�hIKTKIN */n- `16 a - 'AFTER RLULCI I, ,-Ft`. MA" Aj`.I BE 1NS7.AU_% *%:IAIZ1NI .CILL00' 1`, 1N%TALLAT1kIN DUNI 11"OEHIN Y1 IEC:K]N > ?­­­ 1C ,= EL-: 4 11.RQkIC>, 41 III -,A1 HIADERE a 4 Q S„kl NOT BE v$Fl 5 NC "-% 10 IM 7AAKII .11FEL NI P- !It -19 SMILE$ UA 1.09EI RIESV~ 10I CAIIII90% SIUL A$ I_k 9 IT `1­1 3E TK NtliPo"JII Ck "HE 0141R..Kyl IC, *I TILE Y1An4C!.5 ,� '..f VP�01,1�f �II '� TO K CAN 50014 - 11I I71I AND 90 M� T11,154LE STRENI III SKALL CCAI III VO.,6A 8U,f)HH(, CI-1c, _1e4LFTTtK , TO 4SII I-I.WEP MI.ORAG& . A-tACI,:,1 1�_ '-ITTEP '..A,, OAIL� 61 A-1AC.E0 11. _-�'.11'.11[ II -jR IIII �[�[ sictION 2.n!'5C. 5 III IS C I NI., 6 &XIS TO K A}t" A-Y17 CALYMMM 9E:L GAM =4 HkENI TIAIII SIM Wv" .* ­ WI`kI6EUW 0"IFICI IITRENG` I .1 W­ REc'!VIIII 51;,M,I PAfitl VI I414I QVFW a -1 T.II 'j . A!, Ki "4IJII i, 0 4, a 10 AN, *L7r.'ri,AT.Irs !­ ' O.K"K)IIIS 10 WILL Pti,Lt lit AS 104-11,110-5 A r.'NAW 9. & .0. ON ;.I' . 6 a 12 AESPECT�`:� tI`%Aj ��IL J�OLE APO III ­,Ql� �­. #o!i?R­TM f�AI OQ `0 5�EC WAI *411 APOICAaf 11!7�CHEI DIrROC PWI rO 11096I 0IA,DJ'W II'Aj 1 0 Lrvm, _eqv_�­;oII I' "4 4�tAIAAMIN CLATRACII* 'q `0 SLAL`.OYULP �1 94VrIER Ctl4if-ONII MG0 0 1<-1 qtWI1I 1a 1'-.T.vcl.S IIIIII-T .,I, . , /4'0 TAIII *XI A.5 MAI At T49VD Ell - I A & Ill 04 � W( I'W,, I', � " 51 p . I � n1t SUI T(! PIZ?-VFNT WINE'" IMM.14I - rIL.m . IN ­,-oi;� As �uig7ipoir e, CKwAI oc (WIN re ..)t.;ia p I,, , *'.I :,i4* - 'I ., '1�110 ',11 AI I , , A:` 04"1111WITED EW 4, �0NT %CP-,W. Q�AT & WfCWtY C(I i:' '1�0"W OAK'" �SIAALATIJN SkWL CILHAI WIT,) SPECS INLAII 44 TA!S L�AAWJC. P'_J: ANI f,KAILI7'W, AND Z;�N,N4 REGWAIV24S " H ". Nm . k , I tki ZWY&_U V TW ;IAMVCP(% WI PERVIt '4 APPLIED TO - 0,4-10:AALIA.r� FE i 1� & VANICMA'l .IIJ� .40WQRS AS MANWAMno a, ELCO (..,"Slko*71�1�1 �I`COQV:DS tj I,) �S "uI�? k,�LuArIoN c�­KNT tip i I PwEmAnC, 6" -q6 EII -S �A`N(A- -C .�X� L�I, NO- '_�O.I. QHWI "� . 31M P . I I-V A 91E W�,Jilc --rl'zc�. .I "I x nt $.MMMI rx-vwr I;" TK , r -� - "I'll Cr TAP -WA � 41I I -NII(ACIIIIIIIED 9, 'fh, -AI Q1Q-WT­ t',­I ­0 IDI CON14,AI TO DIE 11:'.IIHON51ftf FOR "I UII PuI AND .5TN­A',1>1 INEC.-KINI, ­Ik W,E' -W -­-, -.100,11 A .) .-M LUBEGI OF TAKEN ANC -,I 'I POURED CO-KiECTE SH^,L BI !/*' 2' .OR ­ttv,,D, vi�F • II ON r"S RE ll PRI �11I DOES II rAW'.T FW& T�k ZONOUNONS !)E',AH�111 I)., ',f� OCICkNI -0 AND PANDAk TE PLUS k4O I 6/4' III'* MF 1AP-GRIP ANI C0N�­IIKCTU_-N SAI AT SfTT S DIIE ,'�*ORAI lif5Pr,%SIRI .1: CAI & SLIX-50 ANI SHIN, HE fk,W,",D ?/8' �(I _6T -OURE0 �16AKIHM W, ILWAAMEN1 1110 I-) tills �O'A.C`! EVA�IA_1014 W(L,NI �1 SEE C04SWI INNALIZ� IF VI STUCCO SHAL, HE PERUI 4' 0-10 SCItire, USai VI K 1 1,12' LCAk; UINELI Si It ' " KWD STX, ko E NO " Vihikii.ft I 1110I III NC; SlILAX0 AND "y W WCAODD 504I 09 AU THREADED SCRIE'116 *jQ 1ILAL. Idi M SiTCPK VKUI 9,4L1 BE PKPARI EITY 4 FLUEI QEOS7FRED E14QNEEN ,',P APC17CT -�­ IEU BII 1-1 EIL:T VI NYC. NUTS rHEGIROT RECORD III I FOR 1K PQI AND WIG III K AESPONSIBLE FOR " MOW-4 Ust OF TW HE 11, MINIMP Of RLrOPD Aciftic M, A 00-LrATED r",`,"WXP TO T-f A 3� . :.II,K '-- �%.C.5_ --kW_ F"I &5-- COHIII EI -WVM 51%jCCO ON .000 BOI K 111,LL ,:A '. - e 0 M-NI 5N,&" %QW1 _0 7.i LArTFR THE 501' SPEC-IFIC DRAIIII "rM Rss'Inif Em"M .I 01, ;iIXW S..kI. K '0.� rNI to IRI THE MI 5NII EKY140 VJC. �_C-Illi PANE:" ANI �� fA A! WTIF'414-0 Al - �I AND . A 2) (6i 1­1 >. BEAR �t DATE ANCE 00101NAL 11A AM 51V4AI'JK Of III PW .5V. Al -0 'FE Ow F�tkL ENG.011I I prcrwc TW F ET wo I (8) to "istiNG cohcsF'L :[.rC, It4LL A0A 5-99 - ,,, ��_QN A4-HQRS K, U44�v.cl.wm ", - V III 'AALT.11I 44C .1 S�IJMP MWoI1LI^.',L!4Ei, �, LABEL Y+AL'. FEE � MAIE-11 II A FI W�IIXE DG�ATFICN Al STOR44 - 1{4, : . "', .L. -M ' D' 'C"Ll '#K fW0 v" .'Too V " . I N N"o"' AS k"NUI PWI IMUTIEP IN kMOEI TAN# SECPO"� i �ON 5 .' M FILCOOrM RUILDW, CON, 1+& 'AWL S4441 RE 10CU 11%P I.I 01I LAW-4 Irl COW-" .11, SFMII 110-9 2 C" I.r 1 /4'# T $ 4' S4�hl-Stl AW,k4>R`, AS W�VIEEVTJD B, ALL �^' SCI BN.H & jPEr,A_Fe 17 D I . III OJI %orle ION I„ 1a00 P..! - 04 '0 ­V"Ii rtkiNf. [I kVV I-AKILHIIII PLIFS &Ni�IIOII M kAWjEAC_Q.LLT 9r 1LQI` row-I�iI .... " r Ks IK sIkALA W " ag usr, To � IIAIL�I"!_,�!�J [ "W11I (ibN I Z -7071 F � � , _0011011,14I CAII KFI IN ". .. •- .. ". ej 'A�-Qplp 4R, -,kl-A,II !.*RPOIEI A. I . 0 mc,'I AS kIANONLIURIFID. ,41� .1 .... 1 .. / . B t ; -ENI E%� � ­1� ANC -Fill. E,cr� 0ANQ "I'V5 Aid) rr IAP`�41W V.1I "Nit, i.Ik �� .� . \,\r. - - FLORIDA QUILDING CODE (High VIII Ma,i­,ii, Z-DII , Fit '. C--k ,ft, laiN_z Ar Ir. - � , - - a All. 4 , , , - 1 67 *� 1 r,r - il: I .1­1, - ", C, 1,VAW17ED S*FEI STORW PANES I I I 4 GAGE CA I - B ?I I -AI 4 %Xl-�-FZT k:�-III S.II RE EMBI ?/3' N"O 44 UE-iII ff,Ix. 1-r .0 ENeeig") * ST--��CO PWIMI A !I/2- erk"CCO -17 = --.I- _____ ____ - - - - g -1 - - - - I _ INrJ W� at V 0-40 Wft*S llw� SIMILL K L`N-: WiNIII �IkV'A _ i Cj� AI__ - L.C*. '41 WI WN-1 .I. NO Sluu�r� 1- GLOBAL PROTECTION PRODUCTS. U_C.1 11L1EC0,E­ : - �' .. STAF _S, OF -.--Z, , -,.,.,-, � - ------- ____ - - ! -1- !­ 01�. - . 1(op " e', - VIII .. ,$�e -v-,_ - , - . - - I .10- ! 1 & ,,�­ 4 (._KD__ - . "' - �_, - I_ � _. - - � , I " 'I, �?�;, . - .. - 1� I - 7;.��%­�!_Q �:_ - -- ""1,,,j),�?AEA. �.':%,,^-��-`I - - - - -, -1. A -­ ­ I E �- 4 2i�i� - - - I " E� - - . , - - ---. I ___ ­ ______ _____ ____ __ - - - - INSTALLATION DETAILS FOR REGULAR PANELS' . 1 & 11A INTO EXISTING POURED CONCRETE OR QQ,NGRETE BLOCK STRUCTURE CTIHI NI ICESI CANC0110" AI_ 7 5.3" F I.-Alo. 111 ts" SCHIII a -,- '.. .� L�_x ANHI � a ham.a."i- � , F.D � - ­Rm I.o~ - I - .1 I��.$IzHiu;ILa - - 1 DIT17M 4 (six sc�`I ON � . I ,�� , I . "�.� � � CA,slft: POHIRI - I _ 1 # -'I A, � I ­ c�.`I NEIDI - I , I ­ -,- .,. - � � I CONCII PEOIJIMED. � �] - A- - I ". ,` j �__ , 1, .,.;� ,- - , . I I � . __� --I-' I - t . __ j 11, __ __ I Z�'r _jjr - , __-=� 111 1 57 - � I - , I-- III , - T . � I . IVI ­��I �, , , - - . Q � I � i . : mr, * - . I � -4 I . - ' "' � 1 , V . I I I I ,, "I : - ' , - I i - 1!� � . , ,I�,,rj,� ; ! � 2_) 11 �, *1 40) , i � �� 31 �_%AMHI�l POLSEETT -, I .- Li!!i` �� : - III >!IIIIII �-� ;; I k - 5 �� �� 1, I' I If :� - Am RE111VII I � , , " - 61 I ,� I,, & DOw- - I � � 10, " T I I, � _I- 1)4 INUO IT - � , I I I '. I/]' , - � ! 1 ,2 ",7- 'r v � - III F � , � -f) � I . � , = , I I I �_ I I �j w ­1_ � I � _­� � ; - V E � 11, -,-t =,--- -4 1 1 � I I -1, i I : .1 ,, i � , , . I 1�1� � A �. __ -1 I I � �, �I __; I I I a I � � t I I � 1, ­ � I . ; . I I - =_ _! ; I 1. t.l. ;�, I 1 " I I . - . I I � I I . � � . : , Z I ; . . I � I I : . j I : I � o ; I I 1) � ; i I : . . � ; II I f 4 1 ! i I I . . : � � I I . i I I - � _t ; : , I I � I I . �� I , ;1 I ! : I - I � - I I i . . I ... : I � I I I , .­,.- - � . I . 1 , . . I . ; , ,-N,1,�_- - I I (I •, " . i I . T - - � � I I I � ; : ; AN. _�*, , - I I i i -i . � __ .1 , , E ­ 4i, 1 .- - I - : fCxk%rDNi; -OuREL i F � I III,— i : 4 : 2 1/7* . ,,,"� I'D"'A.- - 11 I � , 11 f � i Fit, 4", ' � , I �C-��,r I 1 cow: -TIE 6I !PAI ,,, . . *4 ; : rp+cqm ON i . , - I I � -fq 1H1_- I- 0-I OR I I c4n, 'I , i i I �',_ 'T I I . , -A ! k1Q4I ,� "l, I � �_ : j 1, I . OI R_�� L_ -- - 11.1� I - � , -3h- . ­_ I I I ,---- `,'O_,I woxlm � ,- " ; � � __1 -4- - � I ; -- � Air I � 41, I-, Z . 7310, i - 41 t �' i" III I. .4, - I I ,_t I ��,Pw, ,LMKE0 ,�' , - ­ - - � nAcIirrr RJ[ I, I . � .',:�.." , . I "'im, � ­1 __ RMAIA1,11) ­,�. - I. I ,I. 11 . I . ; , L.-_ � "', j� t , jErA, .." '""I"I � �,, I :-II I . �__ _I(T.- - ,, I: � K Ft .WIK" L � , CDFA�D ­II�14� . , I I - A, I. _ Z; RED .! FILM - __ AAI ­ -I C�) I - �!xsu'c Kw`A= *D — �,Ilm sc,a"HI L, f5u �fL­f LIN -1 I- Oil 7I�' 4L sc�� a. s,Icm 6 -K."', Ei i MEVI a T_1`_ ; 5._,L_S 6 1��M- IT) .rin A lWaL4. Iii WALL MOUNTING CLUNre AND FRM UNTING KING ALTERNATE BUILD OU MOUNTING SECTION 1 SECTION 2 011� SM11QN-4 ,c-1 !/-" se`_z "­' SSA[ 31,8-1, k1.11 ­­ - - I - � I I . . E-D - EDGE GIMANCIF , IsE_ _r T_ I . I , . , SC-t lu � c- I I" III . I � , - -1 . t,=- � - , z .; 5�-T' a & 9) .1 I I - I � ,iA I ; I JIy ; I I i I i.; � ,: " NQ _SL017 !II r,4 . 1, I � E - I-, - � " � : , h II & 9I vowrm,iL� :m : - ;I* : I - "'011-011"'4", 1 1 1 5� ,` � COWIVI IN ANY *AT Tc SL­T ANY I " I ,P* -,I;_Fk A II "'I INSIAItATICN I I, . 1_1 �. - el"', r T_i�] __'., - �. I ----,w --- I , � I � / . t,,=- FAII I I . 01151­; 1!�,L,Rhl,' . - Z I r` - - I- --- - FLORIDA BUILDING COID[ (High VEI H­ir­. Zan,) c, ,., I", - 'r"� - z : � 2 *: 7 � S IxIm .Trm .: ' t z 20 GAGE GALVANIZED STEEL STOvM FAI I _,�: E. _ ,------ _ FATE � . - FA TE - - 1 - ' "/Win I III ., _ I , 13111AL PROTECTION PRODUCTS, U-C. I - -1I I - ['' _-7 - ­ 0 0 , " - � JILIEC COOuirc I I � I RIO ,..,.,S, 141 NIIXI 1. 11 -ul � - CLIUNG.AND flw��E. tm� Q� �,'N ILMN�t _' AID ICIETING * tHooilooh, � t ' ��' I AFL * , SE!' .119-N "" - - P - - � III � *1111­.A. I- !�IHII"I'­1 , 20-176 � 11#4� 1�4-6tI�.�., - _.. - - - - " �� - ,­ ­- , '-'­ . I, - j - H, 1,04if; ---.-- ANH .'�,_ - -1 - ,.I :�J= , _ m7,, Z��,_.�,, -K- I I&I = -1 ­__4_ - T­41 III - ar a __ - __ - __ . 2QE2: �_,., kfmll)LC I 11 AIA ATION RE RUELCI �!Q. 21147ZX,01 C. MATERIAL"ARA ;CTF , -C MTICS AND SPEC, IFICATI0.11W Shalt be strictly In accx)daricio with Genpral Notes arid Component,,; indicated on sheet 1. 2 and 22 of 26, of Product Evaluation Document (P E D ), drawing No.20-176. Anchor spec.lic-ations shall be as in6cate,cl on slI 1, 7 and 21 of 2-5, of Product Evaluation Docurncn(iP.E.0.3, drawing III 20-176. 7. LIMITATIONS AND W-WITIONS OF USE; 7.1. Shall be sirctly in compliance with General 1`4-:Eles No 1, 8 thru 14, indiratei on sheet 1 o' 26, as well as General Notes P 1 thrit 4 an,11 11 thru 16, indicartp-cl on sheet 21 of 26 of Product Evaluation Document (P E D.), drawing No. 20.176 prepared by TIREI Inc, and signed and sealed by Walter A Tiled, Jr., P.E. 7.2. Product may be installed withfin HIGH VELOCt TY HURRICANE ZONES as defined on section 1 ti2C, 2 of then Fk-jrda Building Code 7.3 Product shall only be installed into poured concrete. concrete block, and vp3od fraTe structures. Prucluct Evaluation Report Prepared by vI A. Tiihi Jr., P L(Flonda Lic*nsf., No. 44167), President of Tilleco. Inc. (Florida CA-0006719), ....... 110111 ....... � v A. I Ik 4.,Z1-x,, \ ... 1, " 0 , .1; 4 ��.. " �- e­ ':P ,� �I;Pjlq -.,. I , . - - , - - __ ___ii,:_­��. _,,�I 44167 . = 11 :-: ,* : * �*z ­ __ �,,� ` - I I '. � 1, , -7,S � STATE 0- .,*- __ -1,-!-_-__..____Z,,; It , �� r.,,� '. . -i, , " 0, .,,,,PSI �_ III; """""'o"1114I .1 T -FCO ArIVON RE C-01I , P. F. RiEPORT 2, nk 0AA1 PRO TECTION t,R()OQC FS, LLC T 20 CAGE ,i --',IJ.-_h_ --,'t.L_'ORMPAt,ELIDR*VyCg',C,'75',RE:U.,T%2-0728,C,I I " 1/1 I Ll E C 0 IN C, .Z.____________ _\ Iiii, LrT T1!S-T1f111:1 6 ENGINVERINO COMPANY __ - - __ VI%I1fXA 1111-1- J7! 'IF ­4XV1, PRQIKC'I' EVALLA110-N REPORT - � ____ - REPORT REPORT NO.: 20-0727.02 DATE: July 27. 202' PRODUCT CATEGORY: shutters PRODUCT SUB -CATEGORY: Storm, Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Ql0aI..4?rMctkPv PrQduct_sL. LLC 4800 S.W. 5-1 Street Davie, Florida 33314 1. PURPOSE_. OS-O_-EVALUATMN; This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System ID # I9C6) to the Global Protection Products, Ii Rule Chapter No. 6IG20-3, 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 2C20 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended At least Equivalent to that required by 'he! Code, This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may afted its limi'ations and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODUCT EVALUATION -DOCUMENT .P.E.D.;: Drawing No. 20-175. tilled *24 GAGE GALVANIZED STEEL STORM PANEL', ,vitsels 1 thru 18 of 18 prepared by Tilteco, Inc.: signed and sealed by WaNet A. Tillit. Jr., P.E.: dated 07/2712020- This drawing is an integk*4jM*,I , 1, Evaluation Report ,,%, � . i 4 � le, / , \ /,�, , , , . Y�Etls�,-�� I, --, �,, - " ', I -;;_ ,z ­ - F_ -' �- NII.- 1-1 167 '- 1 * :*== � -1 �;� - --- --- 2 � �, - STATE OP .*O-, e 31 _P� . .., � I S 0,* �, ,tor I � 1, , ,,la�, -',-'-' , ��.. .. 0',Z. �. .. . L\ I ' kl' 6155N.'�,'.',6thS•,r"t,',tji,,e3O!,.Miasni,FLc,rida3lJ(,6-Fboue(3C�s)8','i.1'tI �)14aiblbf'�M-1531 __ - I I ____ ----------------------- ______ TS FOR & LIFE SAFETY OR REGULAR FE Y — - ------- STORM A _FNU5 - ___ - ___ � - I I I M' fie AL III , t PA- . To A, .DDI - - 12 5%" ftjr[C-T4 Wjrjlk`. - ill - T 3''*' - ,�, 11 IC i NN) � I 0 113P., WN - - 1 IM01 1, I I I � I, � " C.C14'" 1,­'� % 1� _�_ ��' `­Ii [I ,AX .I " I SA - ,I5 MH ­�_ /I I "I,, ­ I.R*.D[ W Hi-011- wjwj, - " &.LVAINIM 51EII . EC:.� .,� ., I C.-W "k, EDICT, / . A44 A-6t.li 'A'A]R SO .46H. I 'AIL I `it�` -"I"_' j- ,ruvc " . I:W A � , . WALL A ,�,11' - � - 60 C�11 ,,, , I. _. : i ,,r I . ; . . / Ats rYrTMI A . " ?I � / - , - - 3 2,0- - - 11? STORM PANEL IA END ST&M-PANEL . ? 115T, - - - I � I ?,. � I .. - I ,"I " . rl' -1 91' I - I - ­ . .-i,. , I " . 1 1 ­ --.Z,*- - 1 "' 745 I 1-.1­ - -_ 11VI �j . I I .. I : 1 C I It- � - ­ -_ . 11�1_ � 1. I - � my . . I I III...- ­ " � � I9, _1fE I _ ��,. - - 9 ,: I ­ � 1 �­j� � . I ,A � � ___ - ,", ,-I� I- ___ . I,_,,, I ir� I)._ I- $7!� * -------- I � I , I � -_ -_ I - . - - - _ ____ � � - -_ - _ ....... - , ------- - -_ _ - _ I . 1?'- . I - (31, rI . , - , . �" "', 11 1��11 �- . M 'I� A - "' RIC V"_DVA I !, I �11 - • 1:1 - ., DOC- - rI,E;1. 0 F"C", J), I - f.; I � rw X 1 A. ­V.Ec E36_- (­�,�, - - " :, I��, -,13, --ii-EA00 -_ --.'A I -V-"-. KADER ­ 4- ANGLL 4A, AN2LL_WLTji ,al.iHI 461 ANGLE WITH REYB_5L__1T_IJ_Q . . 1. .3„ - ta� �� - .", I -- _F V! .1, I'e.� - .- - � r--7, I ,,, , , I . 0� -NI et.. , I - 11 � . , 1. , - , .r­. ; I I ;.0?"C*r- I � 0625*, �1.1' I I �,_'! � ­_ -� �tC I I . L_j t�-, I - - - IS SILO w-fn I - , , AN-`E a -, I " - 1 �_,__�j - . - - I i� ,� I ftc � j 7_�._ 1, - --' ­ - I - , 6". ,� *,. , mt. I f , I 5cl .....4- ___ , , t I .� - 1511- I ­­ .1, ,­, 95'. - �1 . I ��-�;.;, - — , 31I - I W. I . I . 4 ,r KEY WASHER 11 . � __ - 2 ��, - . - TIP) 1 I - "1. I - - __ `15) 'F"-I&ACK Afl� 064� 3Z1=_nKA I FAALBAM "I", w1r.1i 3WO. i eI, , "' , ­ , I "OU101110110 , 0, 00L ;, Til 4,r,� '-,, l . .1 11I i I I . .. "I"'. " , I I" "� ', , 4E, 2 . � �,'. 11 I . �CENS,��`-.;? -, , .. - I I ­ - _ , -. Z . t -_ Z . = L Z . IT *; E FLORIDA SUIOINC CODE (High VIII N­ri,, ... Zo-, . 1 I �.. - - - __. t D,_ 'D - � -, '. - - - E rll^l . , 1�1 �,, 4 - 7 ­', 71", . - � ­ I- - I'll - - 1, . . - . , � �, . -'ii�z- '�:" I,,, X GAGE GALVANIZED STEEL STORM PANEL � , : - , �*� KEY HOSE `0 " . -, ),- -1 , - � -, \-* I. --------- --------, i__ ___ ___ - F, - AT PANE t, 5 . I !q.-,-A:�:k*tXEI - - . "�." -1, - 11LIECO.Wic .1�211­ I 111AL PROTECTION PRODUCTS, LLC. I �, I I 4) 2'X_7"XI/4.' I I I. ... :1 . ,�� , ....- .,.-:,��'-_ . � S. t, SIHEF- I IW­_. T-1-;I-Aw� -. 1 ��14 - — A _4 .N_QLf -IVMI,KU M - , ­11­ � I , _ - ­ � �`,`.. I .1. -1. � . ­­1 " . � .- 1I.- 11 .� .I I - ____ T I I - ____ - — ; IF �11_�­_,�T - __ __1__.___ ,, 170­�E.1� - ;,,! 1!I -M __=­� I.e"! __ . ­1 9 _W1 - ,ill ;1. P E 1� il-I_. 1� I ..'s, _ 1 20 1'6 __X tr �-­' v. ,�Aih,-­ � - - __ I _"_1 ': t�, --II _I - !.1_11 __ E��� � I ­--+_.:d­ - Z,, I I IN51A L.ATION DETAILS FOR REGULAR PAII I- & I - A END QQ5URU__QL7A1LS_EQR. INSTALLATION IN P0 __ ,K_Q CONCRE � _T � _U ___ -_ - --- --- --- REGULAR_ - - INTO EXISTING .POUR�D CONCRETE-QR -CO-RC-RETE 8_L0_CX STRUCTURES Q%Q_?M_%JQQ�_T_WQM - _- � ___ - ___ � - VALID FOR R .. SMAK -JR _$AFM-1_ 2Q& " -557EM- ­ _!�, ,- 1­­ � "�� .I -_ , � 51 �-!­", . �., 7\ , - - - I I I � � I ­ , - -.--___ __ _-, � � 1-1 i ic I 6 ---- ­1 I -!It- - - , ­ ==.. :­r___�.= 1i � I � , -_ I I I _. 4 ,I - , � , I I I . . i � !I I -!A � Ea- - t �.=Ta � I , - Z;Sz. - I I - _ � ! I: 3 ,-, _,; . . * ,1. I_ � 1. - I. � � � I, � - LI,IST�, r<rI - ­J .1. - ""LINCiEr" j# 1 . . a Z -.., 111­ - - - I 'C,NI fhcu7, I _ ,wax � row* II , �� i : 1 1 ­11_._.-.d. _j , . I I i , CASE 0 (ELAN) - - _­­ , - . ­ - 'i ­ __ - , __ I ; : - I.f. -.W"- . . I - I . , , '�r_�` - .. .�� . .1; - " - _ •_ .' . I I , - f � .- '_ . - - . I I - - � ..", , C=4-- � .X.�, . - �,.' -- -_ - , , - - . , , - , � I1-vo . - .- - _ I I I -1 I 0 -1 "I' _,�� : I � . . I I � � I I I I - I f I - - = Wsxy I -I �L;I I � sKn af I U, ­! - � I — I I Lu : CAS C (P ) �lsl I Morn i � � !e'&F 5",II CASE D (PLAN, ­ "11I II : CONI Eli I ,�.� I I L& =1 � - , 0M. -1 ­:A�i ]"'EI �CIKK.Vi NMI, 1=�t­- r _E;Zr . I ql�II I"- _­­ ,�­ I ! ,,­h "... 11..�., - - I— - . AI�I,Ilt4__ I I � -, I Ro- .., /.�,,VV' : 1". - - - - � � - , m,' 0 . I f — - I',- 11 —1 I r�l l� �A 1-c'miAll I, I _ i� -1,4 Z =.`Z�_ W1W . L. .L. A ­- - "WALE . .0 ANI - � .F 1­ - - � -- - . A " I`11A � 0 I. W. :ON,i`m � .0n I . � ­­ I _., . - — . __ III S.W's A. V WALL MOUjINQ !D.W.) L-Erm 6 I -III 91 ­ - � BUILD QUI MQUINT NG I I _-, - ­--­t ----I- SECTI�_-N .. � � i S�,L! 3111. 1, �=�r 1-1 __ _.- � �N� ___ I I -, 1-4 ­ - I 1 CAP_ .C."Hi , - . i = �,W= 1. I . � IMF ur EX-51-C. - �,F,!P'f D -_�� -:�_AhL I - - I— L., _ OPIN-6 0 II- I , - �­El � . I I � (f5� - 14 7III I,* 1, . I : ­V - I sc,ALF !/ 16. ,, 1. - 1, i CASE F (FlHAN) I WN-C, -ITE SPACE- I I . j, 0 I, , , - III RAIC : I � � � I - W. 1* III . ,,R,-, . !!�!I, I I . 1 . 11 hl�f , — /_\ / kL-U VJII Ok ' I -ES ; � IND011I r,; 51 - --h-, I C"""� 7"I P, . \\--- \� I � -1 .OI IIIA'T �­I I . I &-..Nr, TPA0. I . ,�I- __.v H"I'l-I"', �.10, I ._- CASE E (PLAN ,so s _NU - __ ; . :1 I ��,'Al_ a' " � � IC1.1 !.1!5_-, I , 6, " , , I _., � , - T -..-- — — I", - : i I f:11ARINEr - �N' _ - " 6 417IS1 D�_,� oe . I - :­1 "77. 1 L : __ 77--", __ - INLETS 1, t "I A� ­1 ­ _____ ­ ,�-KD - _­ : . ,✓ "I FLORIDA BUILDING CODE (1419II, VII HLU­6,o,. 2 ­ - EVS�Iw, 9�, � �, 11"I�11' , - HAA %­ - 11 1EI1 � - ci:tkk�r .1m,EI, J _.. 1. -!11 -.-- —, - . A 1141I I V;, V.�, cl."E'" "Lo"K �,, - ", . _- I - A�. 1. ­V, ­ . � IID`11 - .... , L, -;I, i '. ; I . �r 3' I *fOGRED 1 r NO 4416Z '-. = I ­111 1� 20 GAGE ;kVAN17ED "tEL StORWI PANE I OR,HH, V X1110 =11QN_X__X : * I . __ - � - -_ - I I i . * I �-���-- � — I 61I71"Ma - Z , _____ GLOBAL PROTECTION Rooucrs, U.C. 1,11 DVA�L 1 0Y...2AQ1R'_5 _ff.iWURLQ_A_7r1QP._ 08 I ­ . , - - -1 I&I. �- * _�, - �� �.� "ITE OF '. � � . . , < A 4c� 1 JIL EC 0 im, - ,I.- . - ,� r ploo, e-Y-4'�-­'�--- ivL�I1r_r01,;. a c-, .re*�,4_6" ___ 20-176 BOTTOM- TRA K5 A11JAICEN! TQ 5T_V.Q_CQ./`.WQ0_aI�NQ1 �-,,`-.- , ­ ,-I, - - - 1�"=I �-� MI)LEHI 1� 14II I "-­ ..... , - - ""I-'- - -­­­ ­... - I.- � I � t . A L"i-III -HI — I, X"`� I'L i--, _­ 71 .., L�KT�:!! ____2!� 11 � � . I .. ... .. iiiv ,�G�, - _1 .�.� , 1,0 I I ! - t- ­- .--- I, - -1 I". F24 - -7:=; I I — - - . - Pff-N-0--20-4WW 2 ZZ_TE15Tj_KEnRM Large missile impact load tests were performed under SSTD 12-99 standard as per Section 1609 1.2 of the Florida Building Code. Uniform static ioads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report #0814.01-01 dated 03/I witnessed by William R. Mehner, P.E , 8062 MCI P.E. and Henry Haltem, P.E. ane Report No 0219,01-09, dated February 25, 2009, signed and sealed by Edrnundo Largaespada, P.E. and Henry Hattlarn, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section '609.1.2 of the Florida Building Code Test Report Prepared by American Testing Lab ol South Florida, Report No. 11 23.01 -10, dated November 23, 2010, signed and sealed by JI E. Gonzalez P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc.. dated March 13, 2009, sIgred and sealed by Frank Grate, P E, as per ASTM E-B and Tensile Test as Per QC k4elOurgical Report No. 1 OKKI 318, dated December 1, 2010 signed and sealed by Jerry Jamfono, P.E. as per ASTM E-8, 2.3, STR_UC_T.1UjRAL ENOW , . _ERIP&CA4Qkj.LAI . On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load. as well as maximum anchcr spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Ftorlda Building Code. Calculations prepared by Tifteco, Inc., dated 12/15,110 and 08/27113 (for this revision), signed and sealed by Walter A rillit, Jr.. P.E. 3. MISSILE IMPAC"ESJSTANCE: Large missife, impact under section 1609. 1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 Maximum Anchor Spacing shah be as indicated on sheets 5, 9, 10, 11. 13 thru 16 and 18 of 18. of Product Evaluation Cocurnent (P.E D.), ), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been vartfied for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard ✓- or N7-­­I1.;!1/ ter; ' , � � \I � V si'--�o-1. ":- ____�� -��-_ - 1. - . - --7--,, 6,t167 __ '. * 4­&_e,.Z * : - .. S -.**. STATE OF ii;_- %, -P'. , 4 1%0,�,-.- 1'Z0R;iD1`,,..-`-t_�4 . e�­. N, , ,j,# ,V' ,,%,2/oiii4i�_51� ERC)Dl,r4:'.T'EVAF.t;ATIO-ItnPOJtTXO. 240-0711.Ll� 5. INSTALLATION instaiiation sball Oe 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 I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTERISTICS--AN""MCIFICATI 5; Shall be strictly in accordance with General Notes and Components indicates on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated an sheet I of 18. of Product Evaluation Document (P E.D.), drawing No. 20-1T5_ 7. UMATATION4ANO-CONDMONS OF -UM; 7.1. Shall be Wicttv in compliance wAh General Notes No. 1 8 thrul 14, Indicated on shoal 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr. P E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3- Product shall only be installed into poured concrete, concrete block, and v600-d frame structures Product Evaluation Report prepared by Waiter A nift, Jr., P.E. (Florida License No. 44II67), President of Titteco, Inc (Florida GA-0006719). ,`i�,,� ............. /- q � . ,�-`-` �\C.Elllo **.";� , - - - _ I - ­-47 -`T-7 ': I . _ * :* WI . J - * I " _�4 1 k 0:1 UIL-CEGO ADMON RECORDS i P E. RLPORT.20 k GL?BAi_ P:;A.*" Piwlrld_�'. -1 -TIFEL STORM PANEL � DRWc P 20 VEI RLPORJ*213­07274� �Ce,,;_.111I -T 11 433ALVAMI S , - , U t, . 11 , 4, ,� ,�.. * , ,.I,,,,- -'a.i;Z­�..% ------------ 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. _01*IIAI 2W/10, 3W/10. 4W/10, * 6/5 5w/lo. 6w/11 & 7w/11 � 3 . �. ; AW�IKAI FOR CCI1CQE1i. 'If &LKA 04 5NILrT_1 a a 9 - 3, WAY - _ - I- " rDF WOOD SEE SECrI ON ShI it, & 11 1* WIN I- --.---------- _­_­­.___1 --- --I -- ­ ­ I ­­,­ I . I I ____1_1­­_I. -, -1 (�). 03 , 11 I I 0 . 1. 0 ­­ . __ a " '1_� ��_ ­ ') ,��_ _. ... � - --- . - ____.__._ ______ �Z� " F _I;. -I . I D�M,, �A r : 3 ( D440.(4)_(jj . 6. � Z I R EQ t I - I - , , - A 1 . � 1 , * I -- 'A W , - : , - LIJ`1541"'LZl ,Aftk:s _W I I -I -ik 6OLTED 1`411_15 / 1,4141D.- - - I i (AE 'Lz"Oh, ,,I 5.5. US 900 W/ 7/e, . 3,13i' ;_ i ASP ,.,;MI IvNGM.rT5 0 !A OWR,-AP - I I fstE Slic"CINS AS AP1XK;WI . I 1 5 1 � I I I ED � I I f I I I I � i i I D.M. �9.(ik(i),&_- e ., 0 I , 0 161I 0 III . 0 1 i__ I 0 . ., . � - I I (j)- 60. 04-@8). 06.,I- , . _F_ — _­__ __ ___.I INO' j )_ . 1/4, 2/4. 3/4. 4/4, 5/5, 7/5. - 3' MAX - ly . , 4f - ,.II . WiN , Ll* iW/10. 2W/10. 3W/10, 4W/10, + 6/-, . (� �. 51I 6W/1i & 7W/11 - ANE*gM III 1:DEI SEL SGIHOULL 04 S"WIIi b & 9 ! 10C WOW 1;1`1 SECTIONS ON SNEER TO 4 11 YR//\ REGU I Virtual Review Assist. Inc. LAR STOR --PAN : E L-S___L__& JAI ELEVATION - plans Review co I ' e 7' , AW poi:6.A` -1 000E VALUYI . - . - ­��_­.__ ___ - - - ."NI /CW I - ----- 4 - . .1, - ­_­_ - .. \� / = � - iati- . . ­ .-/- - �7 - T I II 4I I_- '14* 1 770% .../ .1 am W I ,,,�W� -,,, -,\§,ENs,1',-.. ,, ul t�.�-., - " - "P " - I A , , I , : . , X 7 : ' * - � * 1 SECTION A -A! * 1. , -_ .: = � N 7 S S .G. LATE CII . .. I )IIII ` . 11 ,-- ORII ...- - I I e-S I ... .� I - w IS III , ­ - � ii, ,I... ,.7�P"­,-"--­- - -P(Oted and ap I "" compliance with the , ro " , .,AT 2020 FBC 7t = - by h If., .. I. Oebra Anne �Iahr PX2300 u I Min � - FLORIDA BUILDING CODE (High velocity KvIrricono Zanii) ,­.1­11. - 20 GAGE GALVANIZED STEEL STORM PANEL ! DI 1P ;77. - "" GLOBAL PROTECTION PRODUCTS. LLC. """_1"­ I 11LIECO..1; \ .Doc S. S. ITPW - � nN,iiiii III fi,ai��cv-w_- �. IL w'. ,.. . -, 20-176 . . - - �INIOHL I - -Now ,Wl,i)w-?�5. r_ t1H4 , � ­­ - ­_1 . ___ - DNHNN�H, -- - -1.1 I 1 .1 3 a " . , I . I . - I . I - III , - INSTALLATION DETAILS FOR REGULAR PANELS 1_"L INTO EXISTING POURED CONCRUIE-OR CONCRETE BLOCK STRUCTURES I - O - I P__RED caw-" POLAI cow -"I rOR WDOD SnE SECTV314S ON SKITT 12 1 OP cocioirrt BI NL7-r1_=..- oft D041CRI 9I I- Will , III- 3' iii- I P-41,T411) C-CRI ANLWI .EOLHIRILD REICUARED vONCRETE wl.o.s - __ - .1 ;4,110, jo�_., HI IIII 14 am owu 1ki` - ; ItEt %,7NFD,AF ON - - r==�- (scr =HE L1 " at "M i VI 9) %� .) �v 9) DAL 1*11 I a 2 a ill i a 1---4v- , # Ar - *1 ­7, , I 2 , 1� __'r ­ - [, I I __ -, �� - 11 fc__ _: �_ -1 : �, I IC_ � � i . � I � Oox I, I ; 1 1 1 i I : I I CD I � 111 I I I DIF 'L' - Eb I , I. - I I - 11 1� � I � . I , I I ! W Z� . � t - , I I ; I I SS III -1 : ; . , ; I I 'I � I , , i1r, . !/r- I l I I 'IRIH; NI . r� . p , j ; - __ 1. I I 1-1 Q111I � . I , I I , ... , - I= - - m . . ; : � . I r - . I " , - � � 144, I 1 L IHII Ii �, _-� : - . � ! ! I Z � .: I .1 I I I I . y It - Nn,wiHNI V . � Z Aj : I - I. - e . � �� V I I � . I -1 I I 4 P �, - . I . � . i 'm . I I 1­ ,; fj �/.- 20I - . : -4 - 11 �, � I . - 1 . . I I ,/... ,�.0 E - � Or V ,� - ; � 1 ! ;I, - HO"N - I - - lists .C, ­.i'- -_ , . - ! I : I - ?". , I I �Z-'_�_ ji. i I - � - r - � i i .11 I I :HI w" 41 0� ;z .�," in i I � 9 : . -1 # _­W I . i , I I " 8 a,,�I I I � : . IM - i ; y vvll� I : I 1� A j Ij � i � I . I I I .1 . , I I tx � : 1 ! I . . --.-.--.-. -, -_ I— - d*, � , I - : I I I . . ­­ ___ __ . , : �=__ I Co. 14 oft om 3 ... - - , ,)F V It. I I - - -4 I - j %x � - w! 1. I . _L*__ - I =11I f Or I =_ � - 3' . D.U..0 � 6 Re ov 1 . � � - i - I � I I 1. . �,I - I , t I F 11 WI ANOWIRS FQR COMI SEE StHCW� C" St-M 9 I ' I i -1, Ell" - f. : - FOR WI SEE SECTIONS ON ';-E:ET 12 1 D ff"A I E. D I ; tj I• ""I' " "' IVE1.1. � I REGULAR �'�'�A_ULELEWION "o. " � , ` ��'111_. �. P'! I ,E_- r-� od I i - - I I I I - -� � I - -2; I I" - I C,w ____ --- , - -1 11 , I - I - I --] " , 2 67' - I � ,'/4' I , A*­2o.3/., ss 800 - I I 'WE'tiAP -1 III ^iI IA I - M­ III? 7/6".3/32' �C. RCA-, - 'I" It- 0 12 $/2' 0C cw�ftft AI '- - - - ;?*-,_/-,,,�-N - � (Srr $,>*-oL.0 ON 11 \_/,I� -/-i,,,- _�'A I CONCIIII ANCHIM SIAD9147t 'O.I AAII SHES -) - I." � rop 1 ? sln NU SCHU)'" ON ISVE SC.CDLILE OR, � I 5, I 9) S141I V POURED CONI,__ 0, SECTION A -A (TrD.) , _;=:OZC�j OH co.cr&w II I po"R �� O'i IN "I Fck[ -1/32'.1, Do.nwrt II KC-1-I 410L,H.Da DIREOj ANO WALL MOUNTING DIRECT AND WALL M;OUNTIN.9 Dgh�G INSTALLATION INSTATIOj SECTION a =10 9 SECRQN A 1,0�1` "El- I�All 31A-1- Vk1L*._ QP1<"ilk P, �T!��77111 N .... �* I', f1lo-'­ E S, . - /P "' ' C, N ') ". .*�,.­ F " � Z k�, ,Nc, 2 1 . � � ' r— IT ­.._1._­__.__ " �.�. i . � No 44167 - 1101I - � E�OP����VWEI;.ikTIQLN,vf-.i"."T�'� = �' � - F.O. - MA DISTANCE _. * � . L =*: * 1 :,. *1.1 - ..-I-. —.--- , _ ("IFF SCHEDULE ON rup & aoi,ou wicIvIII cm BE - . ! T 0 I, � I I Sri- �_ S TF Of— *- , _ 9) COMBANI-0 IN ANY 0I to $U17 A" � - .. A 1 11LIECOisic ' � INSTALLN71I -1 �_- _. , I , �_,� 2-p-zo nAA.rI Idil** a END"W"ING, C0W`NNH ,�C-, i , !�- .1 RIO, , , - , - . .. AI _. - JH1 - - , � .� I W ­ _­ - "N" .. 1% �`NWI I "I 9, I / "2s", , # _A� .-.,. " #I.""I ,E'."...", AIAL" A ,1n , 1i-H`l FLORIDA BUILDING COD[ imigh voccily Hu4HeIc'a Z." ____ T20GAII GAILYAWED STM STORW PANIC , , ;­1. I, /M. GLOBAL PROTECTION PRODUCTS, LLC. " ':D - - s, 111%W ___ DHHHI � 3m,. I Ndra_ M.AEI FAL ,su7W-470, 20-176 - . — aiaN,A, . __1•A. SIM S I 2* 0 (D (1) C_ to _CZ > (a) ­- 0 7D (1) 0 r-- 0 = L_ Q) L_ CL CZ 7D 0 Q) C::L 0 `L = (Z -T3 0- . - CM _+_ U (1) _+-_ (f) (2) -t- = = M -M .- Cf) (3.) -0 C:) C) C:) - 0 - -0 = 0 CL =_ _0 (1) = = �0 LL_ - M_+­` - i M V) C— DL �m In -M 0— I— —0 .S—: U) < U) L. _+­­­j (3) (3) (C3_) U) Z3 M > . U) C0 L CDL < a (N.) C: —0 0 CL 0 a) I 1 L. (1) M L. cc =3 LLJ G < Z = < I _j a- - SHEET NO. SH 1.0 . `Ydllar« ;, ) _WALL AND__FLCiOR..MOUMLN_CJNSTALLATION__FOR e.ol d All i [�+y. yr• I P,� F T,Vw , Kra - L t, �5S SFj ._ _ ..TA :T ! F• • '�H"dti q 8 41 Sm 1TL .'111.-r. , _r- cLaw3df.*-iWit- (wD IF. "A, 1>, ,._ .TT r .. - 3 F .. . l I _1z A �) . COW>PS I --a, ;,•I 9 I - Mm MCII - - <_. - - -- -. _} _ _ _"_, .. I aos -*a ...an a. rwPl-r +. G PPP R'A>o� ! - _ _'1.:, .Mx ' ei m- 10 4. XIO., 1, C -S ,,. - IN 4Ir.T1lat.rl , , I. r - - - \� 4 I i 11. 1 k -moo- -r-.. a . _ M' : _' ,_.� ,,. _,lfyc>, ; t r t .,- ,!- r, - Was L 0),/-•. `. _`,, e.,// !, I- _a_o _s _ - .I.r "a.A, A/2 I A{2 - i 1 - � .') ''v,.1 TMCOA . 1 V I I z It I r .PNXM - -- r AaiCK"`C Garr Nr A I. -_ _--}'_- - - £1. _ 2 1423,0AD0. - ' I I ( 1 L 1 '--' cNT�E--I a j' ELEiiAT1ON SECTtQN X-X - s hu 9RTr b ,+,m - „A 1 fil N.+ Ff6+bvsst I SCALE T/'4` - I' ,,,, 1 r4 ' l v rTrs'rrN: cAss E' - 7� J. , I 3 .1q.A 1.I ,.e. �_ C -aP.. ,." . e -1,-., N a rW:s1a .I1CaaVPc . «wssw'-Na+„PY + . _. q.+_. .0,�-_,,...I.,« 0 em - _ n C's. �s w d ,} W,Y+,, N4.a • m ACIF1r a 'AAc rr P c..I w,Ps 1 « l e 1 D C --_•' ".- 1[MI UNILIA M Ph, I LAC') , , - _," """ L_ .L IWLI a OS.I1G 1I 1 I `. - S fi ! f • .• C [ � `AM ,PIA- - I I ; YI �, _ @I I ' 1 1.'-Y Nr .,ALL _T : Ir, . A. r.w, s.t3 -- 1 I ( afrc," . OQI� AfMM Mr.c . ^ _ � I a sqo R.r. -no .. •. }s.�_ __=�_ _ rA.:.1Q. w - _ � A 2 - A,i2 --- - - - - „1.af - _ ��}` E Ali MG'IEW r . U •" C ] IM, PY . ev,,-, ' ;r6 - ®il• ' -�.,., wA_:;.; SP,.t isa) w> SJL•axf ... --- M fa,. Y . - `J r --- -- SPLIT i# PANEL EL ATION I ,,, NIt -, E` ATIOH S z.T ,/,.i-1 I 1 r,- j. "s;,,ti.L rf''-•' �L41Q,Ye-.Y ,cam*_ =Ps'..,- h r�:,w.t,l t16'. I' t r �.- .,ALL Go Slt �.,,, ,AN FRMLr.x,I I T, -� jtt, i -`i r' t11 t11.1EfIJ [f`S1cfltYl rvAlLV UM:AIR t LI Kati I _._.. ALa.ANCn 1' `_ .ti___ A- w__w=r+a RfOUIN[n m. I F - _ SPAts (rti I TUBC YWIUDN •• 4T I --(m PLNQMIi' c 4'-f• ; 2' 1 1' . r/8 a.Ifue II..M, I _ _- I I .A%LL „/.'-A' ... SYAI 'XSA+r - - �_�..._-.-. __..-__- , 8 --6• TD a -S . r• l.,t`ti•,t,L1{ ..: I!1(/>' ,, y PAES1..1 rPi..4 _i='�J='77f ,Tr .un w .Ole r _- 2' . 5• `-mot[ ✓ �� . 'Q ' ,x.o1c-s I•AA.wa -- - >• 5 e iD 6'- D i , '. i` i 1. ! L--ff 3., Aa ",T 7_D -2 ,a ,/e -a io,44167 �P4�� K `an AS D t1il PRESSLA IF RATING TIT: - * C # . FLORIDA BUILDING CODE i n V•10ei1--, H12rr'Ieer.. Zone ,W_ ALOP" ORIENTED J.SECTION Of -'Iri, 1P = 4a�; "OAp �c'G '� 2D GAGE GALVANIZED STEEL STEM PANEL I = .- 1 F T m/ nm m/ I _ _ 11. E C O GLOBAL PROTECTION PRODUCTS LLC.. M2 YP T A' 6 A O 1OK AA1EL5 ON T]P "U E Yli.:.:GN t Aa{ � ALL.EU / Al R , TWA* r a , 0P Da Ilc 0u Dt r7AEN.K• DN EIaTTDY sc OURt , I N c - .4to sin --- - r u - f T 1 41 MT ' DAt'C, ,,' /'T/'i'z.N�+^: ti ILL7 T[ET .N i-"E' ?N} I] t � '� 2 6 , . / )b ,<. M %R, ,!.>H MWA. 2i,W+ .}IE 1l,NIK r§.5 AA (1S.iN.-AM lL,•d PANEL DNLN4VG >% TL,�.{ fiDA A et)1'ra,1 l RJs_` RI,'4 • r.,.T, 1:PP1 .r+ =I±a i- P,(r V .. - It .'ALYr4 . -ytT >. e f 9tA N .,.TIT - PCP.."' ---"' �`-_'-- awm o-n s' _ _ _-_.-- INSZALLATION DETAILS _FOR R GULAR PANELS_1 & lA IN 0 EXISTIN WOOD __STR TU._...__RE I „r I- _. .. A . _.. ,. „ :,c xm,1s A r e, .: i-' - -v� �,.__._ ,-w'+o. sw I' (' ,y 4- - , .... YA .FPTA,.s . I, Pt «; . r'--• - - -- '_ ,Woo r., : ' +N f.. ,a.F•.E>f I..,eAu,dp. '• R L.f NWfr1 a . eA F' ^2- Iw, n'Noatc' AW`TKiKn II •�,+.•.•.r IW " .P.rn 1 r .. «.m+w.R .-F 1P$ ,. y__ - - - �o- oN.w .vE P a A - .- ...._ ,P EIANNI .� N > a P,P L u - M T --- cw. .r2.,: ei a� - /r. ; ) :nr. w PPalle ,r I`- .._ , -iL t: u,I. I I J I I � d ' � �. IF,, ' L. . d ' C i I a,T-- I 1 a.... I_ W 1 IIli,. I _: ,T . R.• � " 1^ .«a I 1 y P M,C-- iY = I1II',n - -.• q. a r.a„ '•i .'A ... rAPr.IR.,--.L_.�a_ ,rA.s b -.-J.. -_-,1- - p_._1r .J... - i -B ,1.y.. ,wl�yb, i-',S;-� _ 1_.� jS�' A'] •.Yee e [ - YY. M fw .. P - 1 _ .P _ I - ` . u •n as 1 , ""' a _.�_w I i ,_ PI, sQ`w,r.1.>" I - , f I� �sII.noa, A II II _ll r�"'"aAsa" J . WALL WoulN(; 1 T I 1 T INSTALLATION - ALTERNATIVE 3W : i` .L I i # I L. _(_ =.L_ A V , � � _J4 -� I, 4�"l . �1 'L 0___ - * ; I I _irl I - i � , )/per/ , .' z Law rtA+, IM 'r• 0.e ___.� �, ._.. [1 t1�_Og4T ifEQIgNTiNt mramYi ' r ut,c+�'Ir .e ''•._, ..---x,,. }-......' K NSTALLrT10N A AT7VE 1]y sn.It, br s�-.. d+. a .; . x n•.r t awn' r•_ SCALE •{.• - I" ?QF 01' •:TLN4 MALL A FLOOR WOUNTI kLhiJ uoUMTiNG _lL - --m 1t157addAllQNS - ALIERKA_'1.4'L 5,* INSTALLATION - ALT RNA W (src u.r E /4 iAso. t1ES1L.N aRESSGRE fPAT7rtii SCALE II., SCALE '/4- - 1 Y VL« 'I' T =.ri,T o.< �_._ - I I ® ;;;,o Nf J - ..,SOCK -__ _ I t.• ,rc. IPA .: .. x . - ZLQQli hK#!1!ff&Q_ I tiEljF$: M,. n,Nlu„IAA INSTALLATION .- 71QtI A! ..S�I•G'�'A_ 71(C/j''r SCALE. rJs. T. 1. INSTALLA-TIONS ARE ONLY 4'AL10 rDIR BUILDING.•i WCH A S,O. DESLGM i.CIADS S, t„ •.^.... ✓ L.4 TO +55.5. -72-G ps-I AND PANEL'S LENGTH VP TO B'-B" �'_ LvGENSC -' -.. FLORIDA 81:ItLDiNG CODE (Hi h Velocily Nurric"ai" Zone)I 2. P(TR NEW WOO[. fTEAA`(:` CONSTTtUCTION' W000 MEMBERS TO 4£ SOUTHERN , - P,•2E NO 2. a'i' SPECiPlC C_N•-517Y' at 055 OR EDL:AI i10. GILT o2c2o n:.em. e,c 20 GAGE GALVANIZED STEEL STORM PANEL NQTL IN CGM9Pit11QhL_aFF ,;.:;Ns. ��� ���. ''� GLOBAL PROTECTION PRODUCTS, LLC. ,.0. ST IE of, '�� IILIEC0IMC. .; ua S•L, sal¢, � TOP & BOTTOM MOUNTINGS CAN BE �,,G,c-'. f(. HIO!'•.G` j T-!� 2'a� n.-_i itsrlim5, as C.M.er<wo eas.Aee I DAKL •L M31. ZO-175 COMBINED IN AN, WAY T9 SU? ANr I,I LrSt1. H "--, / ,.- uNJ . �!=i '• ' r ma n •nee I-�._ ,�oN[::.a.P4u-Txt rwc nf•ML�e"r' . /N 4., •r [ III. -.as• ,Awr. ne IN51ALlAT10N_ ,A'Il �,�, ,AWL #T_'-isrw,usc/a.?L w'!R Tau111a- ce =.-'•A '" r Z 'T- yrt-I ,e n m rLofto,, lK 1 ? _ _ _ C*KCwE Amill"l L-a.CepE AMC-M -. 'IP CL.,E1@:,t •rll� SLL M7,irpiA.r D.r �`iP ' __ (SEE Sr?RbAI ON� (Sit StNE.CULF ON,_ - '4, .07 Sow. SET .;Flip% ON "r. II SKET 41 SNfT \ -I 2L, -- -' 1, 2 k IW/15 _ ParEc cxrxTE J I.. . 1/4, 2/4. W4, 3/A IN 4/4 T, 2 h TW/IS p - 7 Y rAw .. :--- - - - ,e. _ _�.. _ , -- _ rouKD tD.rxn I I - - - ^.+-!,- --'1�_-, T --_� 7. i--.-� J _ .. - KDU"R!0 \ �� : \ p .� I I ! _ . 1 , I I 'I I .i: i . I _ _ 1 _I i-suSlSID"ro<v IMP-. f �-sz[ BOTem� cw-- -i - I 1 r � 1! I 11 I I � I I I! ,q Y,w �YI,�W.,O.I I [ F� 14 FNi• Ad ,la �! r,.N -, I'N{l: InYrfR04 oM1E1)flvF' k� EiJ 11 I EENL ""401 I h �Y1 �7NLa4-Its ' , 1 11 i , Y s I » I s" I lD RA6S I I i A - I ...-1- , - k I rJ IWr - ....«... TJ R I0 i I , -.� r II l II14 _ _ �, 1' F _! Y .. . -,.__.. _.-1 ._ .rIINc N,!4 O F.1•(,AT l,', •.�. .�.,L..WFY. N 4 4XR' y -___.,--- S9WD 6 12 '12 0L, vri'D 6 ,2 .,Ir uc �t,1 - T '{..,I I ^o 41 A - I,. I II w A T I - - - J'"` r Iw°p 7' L,MGr..D ..-_,.. ,.. I 4-R.1" YK.NMf �'rT p I 1 1 ,,(T. Ear 7 WI, SPKD%LP15 s,ltl' 1rn: (CA'4E rj `..'':- 5+"'YY aI• S:"EIMnVTs 'AI - - ISC( DET ./'41' ID a 1• 14* Oc M. tOAS[ -� I _..I ID a ,2 ',''7' Os r�ys - - - - I v ('SEE W 2/1. _ A , 1 i _ x I 8. : I 1i i �u, - I,SC I $. + r - la - , I, i , rLT1MA LDCATON L IL ♦ fL.:T '1 IA Fm .ANTI s; f I 1' I • L Yt P1 as . , k I h."I -4i11�i I 4a�►1/1. Z/'t, 2A/4. 3/4 ,, ./I 1. 2 & TW/15 1*1. 2 A tW/15 I I I MTFRrut,E LDCATI(V1 I I _ IN LIFE IWE-Y P4NTL -_ AALA W,/NG Ilk SAl -, P"L'' ,X,TN0. I...,F WEE ISLE %OTT '9ELOw) L- .. a R€GNAP-AI,f,S W/ DI,l _ $Aif^r PANLI. .FR I , ,.1=C r(1T E fANU BE __ :.. r.'.e ,aL,.LN1S - r _--- - RTLI?W'I • LLI15E? v,W� 4�ORAa A, E! OPEJ+I.S y}±ALL I'EC XKf .t CN Im 9,F ry �/�'� ALAA'^., aE IMOri"Itfr M' Rf;iR rFAY,..M WAW.f. LA. me IF'1. y /Y �1 k t• p y C {• c u I� A-�®yL / 'tlr • `, , 1i P[:PARS'.!' C.kMrCRrn ..._. y r' '._._ _'Ar1. C,D%pAeONI ,,,/P # IEiN _�F 1- FOR LIFE ..._JAf SAFETY Al E14 to FIM, ITA" .WALLATION 0 INTUNi1ED r. -, W.. NXW(D I M1f - LD I Nry' !e , rsi. ✓ ., J Bf 4r5 ALL_f'1r rP J F ?M°Jt. P T*.r _ , _. P 1 Ta ANE & �', iSCZ CFS MN:^,R.ON ,P ...__.. .._...�+__._-�..a...-. OF Siik M"1UXM: ,sLF SKIrT ,NjII) _......_._E a ..,., TI ��.____.. , .• ELEY�f .R YLL_lL7NNSIALAON WALLAND fCR MOUNTING INSTALLATI ON SCALE 3 3r- - ,�•� SECTIQN___1 N V.L 3/8- - I' SECTION 2 SCALE 1/6' - . 00 p. I:.• NP. GAPp r01;S-QZ• ga L-F ':--51-P&"L-s:StLWE INS)ALLAMNQ +" , I r LIFE SATED STORM PAWL, CAN 9C LOCATED A5 AN END PANEL (FDr$- 6R GAS PANEL) Lj! �- - -- I OA A- AN INTERIOR PANEL (ANN PAI{: LOCATION IN BETWEEN ENJ PANELS) f)% 'r ��m ,mi,o-s �[� �,[n�CAnON I :Ff SAFF"Y PANE15 AE4Y OR ,RAT NOT BE III$1ALC0 AAMCCM TO Rt E,�IR PANELS ' + (W/ rfr W/0 RUG" TRACKS) ��/+��(� pp sa %LIE 17 !j 2 La`FE SkFIN STOR PAALY CONSISTS Of -109' G IVAWZED STEEL 5 0W PANLL AS SECTION I PER CDMPONEWT (1). SMUT 2 OE DRAwl SCA E 1/12'-'' THIS AANEL ALLOW; TSf Lr TO BE RLJMCVIED OH 1457ALLI'D FROM i.,L NSOt Of STRLJCFi.RE 11, q "1 nrN,r / .7 UFE SAsETY P. k REOL*II TOP TRAC4 ID BL COMMENT 0III IIC"T"OM TWY TU "Vttr,� TILL/j a9 BE (=Ei1�OMEr�'t y PER •NEE' 2 Of TMIS OnnwwC 4S;,�F„�.. . ,/9w er MPON'EM {fID M71'r BE IM514LLEO All OR FLtYOP MOUNTED e .r:^JW+°IW,° s£ci70+'+s r� y'. R,. •. PI E 5 2 Ok TNK sIUEL-t, As wl'LL AS sSY.A,LS o A[ 2 3M :AtfkT va L, ,. _�A-Z',,'' tri+' 1LC' ,' - .f FLO-RIDA SOLOING (:ODE (HiS Yetc,,,ay Nurrcone i'2n, _..- - -- -- _. _ _ ¢n ,N i rC PL'7F., f AAr. LCN(i ON ,. 1.II rf.M 15 I5 �r i '- G). 'IL Io - t h '2 a141 R~I rt ,t: , ,; K f Sox ALIUM4iR SPACING S ION CA7ALPONE,N1 ANCF«LIRAGE AT BOTTL".M VS. Ltn..N r)(p Y RA ' ZG GE GAL ANiZED STe£L SEOWM PA NEL El. ' A M 4. 1t raw+. •C EOULET: :A 7. SL.E.r .8 1aN IM COMPONENT `i1, MAY I71t PEWL(FNLNI JR tEMCIMABr.f E('jE, IdPr p!- r`� 5 - W�A,_S FOUR INS`T.tLATON rV"O WOOD, 'RANTS 6U:LDr4iC:S ON S.nT' '5 ,Ip /;, i�F{sL:ir ? ®_ `' I W,• T- " r _ 1�"aLOBAL PROTECTION PRODUCTS,, LLC., 4C ��qN:,'. „/ 1Mc rWm 4r „SFr E,L'e r e SEE SAI T . FVP pLTML .PPI)CASI.[ TO THE Nil FOR r,It .ti�TAiLAT0. ICLe Tf" J' 4"" i1w ""'�- TILL17 )YE4Trno a cYG:4Ei/Rtrl t3+��,v a 11Y'AF.. 11 w11 l 20-tib EPA{;FPS AT TRACKS I,.SIAtLED niaA•I,EILT AMC BCTt7ND TO sr, .-L`USWLi}� �MtZfi ',,,,,r�,j °'NA�•p1,�`'S' ," ,.-. ,®,-r..11.-„� +Lr�1 '+.G.c E:xrev-rs.s FA. _n.,14R_crt, i•I H.aW+L _��-. a DDD.�I, .SILO.: w w `j �AAmc- • L IEA./i-d�Tsa'L._.t'F€ .'N 1. FtLl P � � _ r.,seD, Ol , : ,crl r.. v 2a L t.R",,I' = 1 RATJIlS__:ZAaIfy�!#D CCI ESPONd ,/ A i,, I LI _, Vi . 1,,L .. SSHEDU wE (VAffi fxYLT I.'- - le_ PL. StCl"s I I.RL, ,D, 0"".1l s. S s d) -'APAx. -. De as sv wC NEI L Scti • ;� • 1., etIM011, 4 7 ,P'ri I (D16eu,u. -55 3 r C -' P % - - . - - OIRoi-TEL 'i8' t e ai D 1 ,. • ax;,a AT a.,AQ7I"' - _ _ 3.L3'J,:AP� _ 136. - _ -_ - . I. fiat"",_ q, v e 'r, -- L , , (_I r "!i PF£ _51LIRE RAL«+G a."t,f,)._.A►NP CQMESP-QMjti�;-MAXIMVM .t,)NCHQG tC(.,N "' - �FGIR REC4 R.ST�RM__�ANEL5,.?.'_, ",&,IN5TALLAT1.d5 WIg-E=1 CONCRETE & _.C.QNCRET.E BLOCK S1BUCIVRE,S (VALD ONLY IDA PANLL S I d'�I-1 .'.Fry tit 1- f,oC11C,R., I '11 I T, a•, -LET, 4 A `s'+ wawAM. A r wc:, `;N4."to J ,/2' • TIS,cN - -_- n. ja '� a RWL .u.N•F_5 'M&_E C Wu N.L P r _>cPt • aK>rmN sr }_TO._ eI rr cRr, Itr:eT, V- ICBICIC ,ra-. +cwz Dn D -T , x ,0 oAT+ECoCAkTt BLSr rcM�r :cga�tr qa _ 4- ,I/ N/. .,. .�. 1• A S I 1 _°' . . . _ _ _ III - , --- - - - - - - - - - __ - - -�_ _ - - _ _- __ - I.i r' a•a • wrA 11 • (FOPI v-> ii_5 a - -, - _ - - - - - f _I. S 4 A WA 1 4 T- I ' • b 4 �_ ni I DC'ilYl -- - ,- -. - A - no- - '% ' A a •. I 1. r. 6 c I, e x ec-Ttra: I .1+ _- - 6 _`- ---- - ',fro/qC-•(A,`. r2 ,,..��_ Yf s,1ss I? It 11 YFWP A.F. •..4K I"b .lN,CYN» ISM+ACLA741,'4 Mt,I .CMrnA„1 b.JaC WNIN'. A,LTCR S.PAC'l Nam' _`W, ` fa§- L1 `,__ LAI INW.Alfn DN Mrla 5114 FFa - t ` S,,, .r.rm IIWA-Ul L. DGf .f Wl* f Rail. 'P.CSA- eT k-LI'Me VAG". ;IiOY :IN 5C.!D S fIA W, I-- r•CF-�, w 0.4AATn]H 7C RE -Q55I91. .E^Y,IL'YD S-AD r)UUii% J 1" - 'DP S+•A,. MDT M USS r `- Attu -ILO 00 CA -I -II IIW 'NIT A' it --Mr all AIIom TAKE r � PNRCaMTF .".0i'l L FN„-P, x xt _ a.NL c n a _ -_ ,.4A4w aNre.1 I. I 1 •. -} L 2 -11 - 1�... IIa (N J , t , ,, , Aa1R L6 _ tl OITpNID •Anal /r ' M ! -, 1 7 - - 1. i -- - _.. - - - -- -j - - - -- --- nz } l l NI N ( c J. - I - to FLORIDA BUILDING CODE (K91I, Ve!xlly Hur•.c.-§ Z­Ie; - .azm - 20 GAGE GA'-VANZED STEEL STORY PANEL, --------�- W,,: e, - - - PROTECTIONPRODUCTS,LLMRICOINC cr ra/2GLOBAL ao s s'ml I FI.W a EFO.NEEwHO CD I,"Ar 7 i 6 .. Ae..Rr:..-,I20 1 1. a r A+ §. 1"�, A4N S.5 P 1 - 4 M4 Ilppyj',,. Q"., U P a " jj « re M.A,•4 N1I . ...... _,_... _----- -.., elEtr n d - 1;1 LW 9Ai �A�I.., IN$TAL_N DETAIL FQR REGULARAt�FLS _ 1 & '_1A --- ,/.-.-71.i: ItsME o E :a• Dz.. 4, I -+ --- y- PANO LC,.GaS - � . , 1 INTO? tST1NS WQQ"TRV_( Tt�BWE� ----.-I _,I IDR IL.1, , LIP Fs 4 _ 6• IIp Tt F .- „ PrAA_W4 c IEY•Lt D+ F`A•E.LL4TY 1ri • -._ - FENE"UTION *D ,CAUER TDP ALL Li„LTK L3• ...__: l l 1 ---- - I 10 N-8 -1 - '. -+d 54II4E 4 V ut I ' .1 T- ... ; f' yI' I { I' I 111 I 4' I'- k I 3 _ ----- 11 1 I_ -_ _ r L' I ,:uo A' I- 1 - 1 I 1 - I , _ 1 i S i I e- - , _a -,, ALTERt{ATIVE 1 W AL #JATiVE 2W - - - - - -- - _ ear ,,,6-,• 6t41L ir{r-I' I i T . . , < 4 -4- L , I a StE'"a:"m Lf1 E UY i . .L 1 • ,_ .tfT I ..• CA .li q Ftlp T I I. NI• z _- CiLAPg Tf7 . ^I 1". i3 I I ':_:AIL -I .. - - - yL _7 . - - s lJr "` ��- V. _ - DW �. Ilc I V" .1 -- � , _ - ,. - W :­1 5r"' .c.c x�.- a5r•T-: I „ ' I .Fxnr +•u:T - i A: 25.2• S S 5 0 .. ._ t , .. - r[d1� !. ___ - . - _ -. POKU .041� t. IT, /: O FOP LtI4` a^ ". S -5 wo"ArG PAND_W s P,vs 6 II /2 a .rF., . - AI TERNATIVE ,3.'�i AlYE 4W /2' w. '•IAEADED Ptr. .TN A _TIP"I• I -A*, .r £ArS,.ic .f4- ATf T+V«- . _- - v., ':_+LE 1/t)." -_i I I " . ""',- uH fi 5 _g -. . tl-�1L_ .�I P v l ALIEgI4AiaYE �' FRAME Q111si A .�rI?ST' 9 BUILD -OUT YE t ALLATION CSiH ITloNs #-ds III. OR,L'<CA"RITN I smr vs.r s:.1'u 3/R RIiS= ��J'ti� 1` 4" I /T "Il�A', 1 rN"iTA71_A,i KINS ARE I„1NL^f MALE.. f'd;4 �716[}:- A=9.A A C= £=ESIi?I Lr.7A:15 "+`�•�;.%. .''.N5 . UP TG - -'2 D VSi A40 PANEL'S LENG-T:� }IC TO 8-6- I z 3a' : tiN� e ''z 2. fC)* NEW WOLYi TRAWL CUV.STP.LICTION. 'ASOC MEMBERS TO BE SouThl ' PINE MC) 2. W' SPEEIr if OFNYN et fi.5'L _,<,L - L). 16 .A 1+ =* _ - \ `- - T. I. F 4,,_-r `gR�i-MiltiATTO.h_ � SE_'. r..�ti; : -C'. � � t• z �,, fl 0t ,1r;.c ; TOP R BOTTOM WMJNT.N"GS CAN E£ . !LA (;1 !. _. L-d AtNNED 4A AN, WAY -0 SL.47 AN• •, SSA' ('A�.._�,,,y ka :TFIEsj TI[xV 'Arlr LM•'T -- - - _ �_�_. . «��� In,f Mn t SL4/Sq,AttfIF J( "! - - - G - r ),Ir PIA.!' ._..u,.. - - I 1 I IIi I t 1 s, .-rE ____i - t .,I 5.Ir SFL° _ ArTfa,OG -' N :rcL,a A .s..r L 1. Arr'GNUTr.• `G`r AN . DETAIL t 14 A. PA.. I• ar.. _E _ ;_WAL�MOUNTIN�INSTALLATI_QN 1 PPLIC__A$LE TO SGtIED•U 1. sCA-K 3116' . 1• i MAMM._A�.�-,�E t N_PLSDE__RAIIN.C_1.il-AND I CQBCCP ND1 _LA i�Q��NC_H R_PA�IN0 SCHEDULE AT $ F _R- INSIALLATIONS INTO CQNCRETE & CONCR-E_ E BLO K STRUCTURE$ -M kl 11rC �. .. �J w A2_ ,4 •L JNLr r_r.Nr 4 �otllvv. w. L u _ FLORIDA BUILDING_ CODE (Nth Veloclly Nurricane Z"o)j Prom N,trm M: r 2L GAGE ter-VA4QED STEEL STORM PANES r' b _\ Or m P I /2s/2L GLOBAL -RO N T PROTECTION PRODUCTS, LLC. I , w� IL C O INc `_ E I- s.A-. `-- I Lrt Fzm„D a [Nab _ toIPANT I -AL, 1rL I. j .._.,, e. >r Ts � .,�»,.a x€ ram A.. FS.4 rw s.Iee•b.v, 20-176 li u-OX411y I « _ - - �_ 4" 4 nLLf > rE 17 - . I . nLoAIEA I- f ..1.` 7 . 1 , -- T _® �T --- - 'S�-:,P Gail F4'' 1G.111l 5,E I I �4 ,p 4� z4.11,L s --- i' '- 12 EQ. 17 op - 4 W.W'R III,. Ar .1x^ru,. aW 5F",, M,r QE1A!L_2__;_.E;LQQR_ MOUN!Lt4.Q IN$TALLA-TIW-�.A PU1 .ABLL TQ_.CHEDl sC,u 3/,a• - I u. M M. S.D. DESIGN PRESSU R N �-_�= RE___ATI G (p.s.t.7 AND CORRESPQNDJN_Cr 1M MAXIMl PANE LENGTH L G H •W SC REDUCE .AF'PuL A9 [ - - . '.,Ta, § _ TDsiAT:_ 7L'. :Aim SI;M P•�.L. .•StT,,..M �1 , sw.rN i.I.i w rxK :tw. ,,.�,,.. --i.- 1 apt 4 '.) XF MCIW'AI5'. ,e IAA., I ; .`Y + _�- I -4- I xal T L i L -% ram.: . - _t NT .,� 2 Ar =>E,� " ,;, #.-'isY TIE . , H. 1m itrr," - . U..PI-cS 1, w1_ .�k.7...- I, y �i R.-±w, - , ,t . tl>,V*.^L ,.r _ _ LL.K•,L . 4.0C. s_-x7_ --I %:.SXu.: wlxx .,w 6-;.- - - WI 'A N tk NIA Li" r N A 6' •; 'A _ . G D - - -Cl5 1-_ S` v+/A /A -.�. A' I N/A 6 N/A ... r,'.,..._...:�... !A I I �f�1_,i` N. f V@ A/ N_'A C' NIAi 5 Ni A V t N1d L-- ____ 5- F' _ 5',n L)_- +--- _ - - _5 C 65' 5LN1[U_, ;. E 2... iL 1i,' I LXTI. YOI.Nl _C2e KXI6, A: WT-hFAT w. L.D. io 2. w4P.U. ISO nEsrA,I �Sui*----i-fe AAI- _:. r >1 • (TAG . I/r ,II Fry RA' M A� ESE' (4T,O e T - .TOT W 01.WL --- APPLICAETL€ TO SE:"I•jA_ i k Y eLWC:WT.G• 0E ML V waM 1WAA_- LE*. -;N .' i_ TAP`•.07: ALA_:., IARODA .0 _CAI fO e [ 4- 4P 3 �6, 5 }• T` . Ip. - . ,/2_ 2 Ieorw? •"- ,.. JsK`L a -'A0 -- 3• - • A- -- 2 (1AT"?M) 7'-t- C LF -5' O -2.0 - - 2 1 ':- 7 '/- - - - E.t.a" c- N/A 3 12' ----- '- - N;A / aOTT')IIi -' .____'. T'-6- m I -- - .u5(ry - 3 © 5.w 0 - 7 : G ? (dg2ITtM7 .--_e LI VI .w- :J. ____-.�__,W ,.. ..___ _ _ - �" STW m ,CIA .114,14 RS' T'NL, 41 SPACMV: IOW I%5Lh.lAE I'Mi M, .Y0- +BANE $.F--a M%Wir%' `T,ciltA Ir«". .N0 NAW1P,n EXC. TANG" .Rf F. _ D A E IIr. , M 5L`•+Ct Z rr ! c 9 tST4 Trww' YnIC. rE'JI iw ✓.TM OtrIJ IrI�EI",P,. Cr A11EiWm.7A If1R'+N.an6. IFf 4A.`f 'FL"raLL ^1= `IE �11 ' S+ m. LL 5L]t R_, { IW I +A 'm':I i'S TOR Piet. Lurid"aN, 7, ITT IlOSTdSpr.,t Lr ` ' '� , L F o II A APNy MYi p4' I.r.F M ?1Pak'IPP'1 1. II 1_1f .By-+ 1` MIS._ _ /.-.:',BfNw lf,,..NO 1,-�� I !!!!!I , 4" ,.M A'R a +'! €- d' I ANC4C1! TY►E ` rA1GW IT I.rsYm j rANCLwn,rL .V ��a 1, UV.A_W j w Ntr�r. , 2 J , n �ALTMIL EC gFl6 €.BR.M : - nC1011 X » _em� I • , .n,N„ AW - .� tPaA..... 1" L+ " m ICU - I I - - - I 11 as .V � ,.KILL �-� '. 9 ' ,>GENSF NI) 4416T - WW *' ,.* , _- FLORIDA BUILDING CODE (Nigh Veloc Ty "-;can* 11 Zone ..,.., a O F P- 1G - L tP OB 2° 'T-11.EM IM iD GAS GAEVAaB- STEEL STORM AN I cED .EEL TOR P LL I NrA.. r� ' t �CI - -I t'• AIL " Q GLOBAL PROTECTION PRODUCTS, LLC,I 07/2r/mAt s•'2 LIIINN..,.,M.,L ! 1 L E y.,r - _ .._._ " Z,ca'"'«''-7� tEE%r r'cs^sre ► i»innoMPA�t Ia ali . I x. -- ,-, - .A. s wno-c,s 20- 176 u >m. ' s (._ ____ J r__ ._t- o . Y «""1 WVA -- I 11 A..•soDM4rr,nE r*rn ____ .+. Ea ..'vxW " t I ncs �� - r I- -"-r,--- T TAarr , or . M?k; IMVM A,,5.D,..DE5!.SN_P V-' -�Tt ��_At'Q.- $tQ-N N 1 lhf._t A P QN .0 iRMULE_.FO�U�-:$TO_M PANELS .1 &_ I,._iN MILD TIQMS INTO EXISTING CONCRETE &_ F BLOCK STRUCTURES (VALID ONLY FOR PANE_, It)A 4A,'47Al._AITONV AS PER SECTEINA $ , TWW 10• ON spa, rs a. 5 A €) WAAAA, ASO MS,O. PPTSS,f4F AA11.IG IL•, 11 NKO%�� --.--•- TO D CaNGLB'tE I ! BLOCK - _ -,A, AIi,AI AICIADAS SP _ TOO, t9 , 3 I/2• •• __. FAr€t ,E Tim, O PAWUMATT PLUS } -_ Po rfJNERCTC f-aaT� I 'xx_u, _-__.__-�_ _ T. 1 _ -(� ID � fO 'D I,0 ICOA,,,N,T' co.C.TC 1IO Co"iCIINTEj=AN.�'K to DDNCA!rz CONCRETE aa. wDCx BLOC. ILOC> - _ __ _ SU1JO so i - _ I 1D to �'PLTE Cor C'" + BLOCK MP.2fJVHY ID SECTIONS I A A%r COYRNnO,r or W. „A. mw HANt_ ;E1,GT. 1' In) 6` I N/A N/A __-r 1 N/A ...--__ _ MIA __ I NL'A --' - N,A -II - . _ f N/A 6' 11 _-__ __. __ �._1 S` 6- _ _. _ 6. N/A I c• __ _ . I €- N/A --..� 5- 1 6` -__ _._-___5___ _ 6" 6` V/A - 6 _ N/A N/A N/A ' (MCP) 6` I 4' _._'--T --_ 0 N/A _.._._.. . _ - �A MIA _.__- _ I (BOTTOM) 6• N/A N/A N/A I (TOP)___ _.__ 6` NJA I 5• N/A _ �N/A • N/A _ i (BOTTOM) 6` N/A MIA ¢ N/A A N/A •555. -72.0 MIA N/A ' Lr' I,,/'A 6` N/A S" N/A NI'A MIA S A 4 (TOP) D7'-S- TO B'-f5 6` N/A OR LESS ._. 6- i -... _. - 4- - N/r, _ _-_,. _____ } f NiA .,...,- _ � ......,__. 6" ..,..,... - ..,. _ 8- .. _ _._- _.........- 6• �--_-. .- - ......._. _ 6" " _........ 6- --___- . 1 ... S" I- _--- ....,.. ..._..`..__ NaFd" NrA ,.....-..__ .- ._,__.._ - ! (F301TC7M} ..- P- _ I 1,/a MIA r4,'A 6" ...._. _ ._ N A r ; fill N:A 6` N," "A M✓A it { ' TOP (TOP) .... R' - ._-. €' -- , __ N "F __.- _ d,'.F __ - _. -. ,. 6` 6" _ N/r, N A - ._ _. _. a dl 7 BUTiCW) 5` 5• 1t 1;2- 1 E I/4_ , ';4- 6 Ijl• 6 '/4' N/A N/A 5 (IGP/BOTTDN) ,1,rA I N/A '2 •r2- S 1j." SOLO. -53.3 N/A N/A 12 1,2' I 6 11" ;, /7- i I' " V"I 6 I,4• A 1/4• ' N/A N/A 6 (iOP/BOTTOI/) 6.-B. .O IT -2, SSC, -72.0 N{A N/A 6 1/4- _ I 1 6 /.• I C E I/4" I.,'A E (IOP/BOTTOM) 18'-8- •O IV-2' N/A N/A NIA r A „ s a >- .N A .-"- N/A 6 ... 6 1/1' = • B. 9. 10 (TOP) 13.5. -480 UR LESS _-__ S 6- i A. s- ��. MIA I N/A _ N,A . NN 'A 1 - V/A N/A -. •t{A N/A _ N/A N/A- - , N/A N/A - _ 6" 5" .I -._ - 6-T �6` 6 ,/•' _ _. -,_ 6 I/,- .- _____ __ B (BOTTOM) R (gorTow) 2 CA LiSS N/A N/A NIA NIA A/4--ry/A - - DI/A N/A 10 (BOrT04) E 1/A' 6 1/1• 6 1/i' (, 9- SEA. 91EE71S 10, I1 AND 12 - UrrHC45 I'rPr 4 UNkCNL 40CI e4'YAL,A'I'1 NS a K,C:" V90AW BWAcm vMAA,. ANC•FDR SPAc.TS AN^ 4IYkrYRM EME WSIAALE AN ..W- tT :MI 71,f t.. 1_ 11ED jW h.AW A61CA'ED DN SGI40VU 4ED'.ICF ANCtAIA SPAL.NG B, .kkTl-,'x..t Stihti.17 SINAAN Oil SCI.EDLIE Or 11-1 IOJOKING FAC10R5 FOR t1IS OTI M"ON 11 ff PWA LE. RCD+.d.;L, SPACE,:. CB1w17 ,.5A NLr0 FAVOP I ii,A,a ill BE KISS a- ,MAYYIA SPAC.p '.I0"'o IT* Eil ANG•IF'e' TY'II ,wi,cft ,(M'4 ANCHOR 7WR - 1/4•. TAPtR. 1/4: a A._0 /.'. I /. R ""I"", "N" a PLUS 1/4'. � 1/4'. 1R `IlrT 1 - 3 - 1 ) 2 In T .!-1.D._?KA.G 0--) -(-; z 3 1 I v t i JS_/_ Aa11K Ed �a18I� VA C i 001 ._. » s __ 1 , 2• t _ - _ _ w 2AJ - - - -- II - N10EN-, l✓ 't i SE SI s :` Eta. kI4167 L * ! Ik r` : * f- -,.- ->-: STT .may . E t�r �.. 1%) . ' / 4,•, `s "• 3 , l r A A N r 1�kuLNu��.•-11 � Y t ¢Ar�sm..rvAa.TL.n INSI&TIC! N DETAILS__ --REGUE,AR_.PAt - IllEXISTINIS WQQ_Q_$TRVCTURES FLORIDA BUILDING CODE 11il Ve10c Ny Nurricons Zone � tt1CD W 20 RSTORM ANEL I ' W _ - _ DIL•wN n - _- Inrniam GLOBAL PROT ECTION PRODUCTS LLC. W1k I L E C O I«E :_�_ •WAG •, St n " ri 151,E A, S>Y✓�AMT _T 20 6 . .11P P3 bA tV,§.,v. AWIaW R 1.,N F � i. ) P1441i .4•)gYP- 1.4 ,.� fR .19 Mev- ... (Alm Cc F•. lIn N. _ rR � Inr.W. Ii.RMG IAr A 'KrJW, 4 _ 1N1,tA A. TN,Id," A [ ~94P ' ..'•w.. -moo. I9i[T a IY Ie I I/ --ugLLWTE PION Ir4-10 PINELWTE P,.US 6 5 ;.' I, C w+ I/q' O t /s' DC. w/ . T/e- II 1PiEA. PENTI,;A. DA ID ,. "NN«,VOED PEFIETRAT10.i TO WODC7 rtMEADES u-- ---.-- T - I i I C'SP,L -000 NE -CEP _._. _, , EAISTUAG WOOD HEADER RECA.TREC 1 ._ 1 I III Y ''"�o .- Ill __ - 1 x�v USA, me IIIrG, =e V., tt .• " . 'le 0C . REOLIRED 1 _ - - - i I t L.-- l__ _ I I- . : •. _ OV 'i, i SCI SW.a' I - I O. Nw 1L•PAA 'IO,r I rQ O SV TON i ; ' MP,. PANEL I£IDTH Nb. PAMf� LEAW'lM I P.. I , (SEE -my ,) I/.: ,'vI, I,• SS � (SIE N07? I 1. i II { -- I I T 50% 1 � I 50% LE. %. (11 L I �A --.., [ .._ 'i.J"-- - ' j P� i . i • T1-.r3FSd' _J _ . I' 1 ! ,/r., t/p" - l- 0 PAIIFIWMTr PLUS TWCATEO RA$T'WICIN '0 I"" ..-.. Ir ^ h ("Sn4c won TRADER -' I'F'IWk "'ll S I * w. 1/ j KING ,4A ru' r INEW , :.• Ilc w. i f7z--_, . , I- _I, I, t r- �`LSICI 1``4� « 1 w"0 rU w Y➢AIMMM 1 r CIASIL I 1A9a PANG L.ViCn, s %A,' SS (Sr-,Norr 7 ) .1•./ I/Lrr . ,/v' KA ,sft I& ! a ENEP, 0.4A.V r I I - - L 1TLOee h --- . - I wart].. KIKMN -��_ . v: ac 1D 1�� : Vill � ---I------ - Jt_ _ I fc ---' Ea .-t0 PAatLAV1E "€ ...• *9V o:VIE 2-.4' WIDOD PLATE E44- f' RECAING'I I t«^+nt. REOUW--D O 6 ,/A- OC R • • T/6- TNr4EAD¢0 ;6z4 VT,ON 6 a • LX. °'76YS • .(D 'WIDTH OF PLATt / W9 if 't' 1, f1, MAJI �tP-Id:Y' 51 Y-i If rt• _ ':a rc - O r OC W/' ,/2' Yn THREADED PEIACE-ATKIH AT MIDW{IIN OF ALATE 1 _ 6' 0 C SIAQf'E, ,Rii 11/' 1 STIIC N J7" YN . - T7,„ENITRAAON I • AT Yd,110TM Or PUT[ i WJ.I 3/5-1- LRRI CT N UNT / _ 1�N71NG INSTAllATION DIRECT MOUNT / WALL MQUNTING INSTALLAT14N ll1RTIV 9W ALTERNATIVE I QW B E5: 1. INVAL LA"EONS FOR ALIFRNATIVIES 8W. SW & 10W I rTil VALID TOR 1f Ln11,1N1A11",, BU,'LONGS WITH A.SE DESIGN LCMDS �P TO +43IT, -48O &°",.I ANT' "" PAMEL.'$ LENGTH LIP TO 12.-4' N'•,N"'��-� I9 TI(Lr/11` 41, ✓ IAi 2 FOR NEW *om FINING. CONST'PUCIICN, wtlC+D ML'MBERS 11) BE SDOIHILl .` ., ,(,Eras • .O i TINE NO. 2. W/ SPECIFIC DE.N•S,'. OF O55 OR EQUAL_ ,"''��'. •. '• T of e- = Nile. L. I -t NOTE OR COMRLW4Ti(a'L Oi CTKML _ : * L lop SI �TTTCM MOUNTINCS CN. eL CC # * - 1OMBFNED -N ANY WAN «O SVr ANY `,,T TE Or _.'�"--- I .'S, ALtATA'?R Vol VC'? fC ' RIOx _ �Q� --'PF-. .. 'aV�`T L FLORIDA BUILDING CODE l Velocily Hurricane Zone .�. a1u°-"c 2C GAGE GALVANIZED STEE'' STORM PANEL 1O oA,.A A .___--- - - _.-- -�� gT,W1./sG24 - LOBAL PROTECTION PRODUCTS, LLC. nnE IL EC O ,N� faro aR ., STOW _ � 1L� >E is rar�+.Irswew yl, .,.2+c �_,," z s. rural T_!Ne ii, 20-176 CA TK, ,. a . , r F- - KW - '- ,sip �_._II 0 4 IN`�TALLATIOt, DETAILS-_ FOR _2PT10 _ l__EDR 1 E SAFETY ST M I�E_�_-SYSTEM _ - 1/•/ tA: FUKCA: • `n oc ./ INTO XISTING WOQQ_STRUCTURES 1 •C RT1+ 'S, I.rXYJ •(AMR ---I I - _+- - --- -1- - ' __ r . _J r•' I I y d' `a I " Eo , u I DA ;. 1 ...., It "I to w000 ., y"I l ;� 1 .I:; tDl APR 0 8 2023 fi. rt AEOu FED i J I A -. ... VR/\ ti.a'1r I: i� MD i,i•/ma(�,* c i s ALTERNATIVE 1 ALIEBb�1_T!vF Virtual I I/6• W ,; 4. /....: �E�I{2y 5 Review Assist. St .l P n 'NTT7 , �. , c. 4>t � 'PTO r :Ir• DC Pla ns I 4Gi' s „„ 4 Review completed and a 1,r compliance with the 2020 FBC 7 th Ed d. SEE S .41.WF p , mr S,[i t. , IA,,1 )f I E Y Oehra Anne tr, ahr PX230 n TD 0LAS5 '(, I , ... t__. EDi , E4] II I Eat 1 u - i •LRZI611.1° w I Lu rO I_ 1`, , '.. _ AbtC_ -11 010i Po ,r. - , ARaJWFn 11 ­B ePI ALTTERNATIV" ALT€RNATIYE 4 . -wt .ESA," 1/.. Me scxlls w r of w/ , •rr W 'N41..Oe^iR o." (M .n / D.4/V LUNG fNAcS 0.'4ro•L s, -,� _ 1/.,.-20.2• SS YS 6 §' OL aa- -, , _m PAIa1AWn FLLmov-,Nf m AI,TERNATIVf� WQO RAKE CON DITl�NS_ ANC�LR LOCATlON� n.TAC,[D FS„rTA.TMM x. 4441.G eiUU 1 Irf MOTE SIw..Y'CR TL.CIS ..CT SWIM TOR al - WALL _MOUNTING_ INST¢�lATiON .� ","JI1INN'"' a , SW ALTERNATIVE _Lw 4 -.9 SG14L fro• ,• ,i- T FLORI)A. BUILDING 'GOOF NP h Y4locit Nurricone onat, tStl. _ __,. _ f r 2 ::w m rc S r> 20 ,FACE GALV ANTZED STELE STQ%( PANEL yGiF.S ' DC - owN IN §'TIE M_ ..�.._ _._.4 451A,Al"Ws .At ONL.v VAC$ FOR B"aWKS W-k AS. U. LW£.Y$.'W „GADS LIP EO #'L r -•-. 1 Z AIQIr..r .551E -•2 0 W AALD PANIL•S LENGTH WP TD q'-e' h f '�"', °'"""'"""--.-.-'' �� �I�,. � (�j ', �I,., gy�GI.OBAL PROTECTION PRODUCTS, LLC. 01/a ° %CN N{r waOD IPyyE C1TRTr4ACErON WOC•D YfA,BENS ,O BE SCa. ,,, rr FCS' t "�/'�/� 1 "� '� '�' •wi. .1 S.m. fx" ', ,,, n4' A EG,1.L V. ]1, =)AV TE, -' rt�- "WF ICSTWG a Cmd.d L' JSNF c1m.." V • MW. ePkS'."IT. T I,,. r'Nls, 1VV"( .. Pw, zi. a r±r. .wr aN1anA k ANN, P.ro._ :_A4rrr}ae. I. /15")N11 V1'r 20-176 SN I0IN «w CmI II,-•1,. N„ fw.1.1 .-'�-_.--.'-,- , ry r _ re,wnF r ,r1 IPt r PRIeMO - AE 9A A"QI41,arR/%rt CA-000AtA, F--I - aATEa . TRIO > .e m ,y aI I r EL _+_ Cll (a) C_ Cn m (a) -4--A > = U O _0 L_ L_ � Q ® = m -0 l- . � j Q U) -Q3 O - = O N O Q O l E,/ O � Ll O L �2 > U) V (D L � CL l Cz O Ill � _0 -= C/) Q 2 E z z J U / -il.....d` L(D (W C_ V J 0 Q C/) �\ il�� Q 5 a) Z3 U 0 (00 " a_ L) a) C i I M 1 LLJ :�E Q z Z Q J Ill SHEET NO, SH 1.1 � ___.__________,____,___ ____ i�l i - - . - - __ ____ - ____ ­ - - - - � - 1 __2:IT1,; 1 ,� lI lL �- - � 1, MIT .1 . -*3AIY171 Pl SAI/IlL _ Pap-, uqp7, bel V "'. * - IT. U./19. ?AWl A 1A.1`20 5 � , - Mill is 7w/ 9 a ago',20 I' Il� . I 1� - I D.M,� 4 �------ ---'------------------ � - -- ----- -----,- ---- ------ � � . � i 0 0 � LL' __ - __ __ _ _____ I �__ - __ - . I __ -----------, . . I II 0 � 0 0 `I_ 7 I ___ ___ -.-- - _____ ____ ____ - ____ __ - __ - _­ � ___ - ___ _______ __ ----,- I � : I � I i . . I � I - — __ ___ __ - ___ ,f, rIlfk _,�., ,-f­ - 1 __ ,�lt x ANE, ; ! . I I I I :I -------- - ___7._1__________ - ­­ I ­1 ­­-_ 7 . 11 I A. - - ( D '16-i.- villl ­ � L­ � F­ - � ,IF V -1- . ___ ; : ­ - . - - I N*7 I � I Il . I � 0 I , I , � I I F I i .-Irul,­ ­ - N" �� ., W". I � ��J' � __11 � I I I i -­ "AR, ALI YPl 1, tLIR." � I � I 1, I - I I � � Tl I � I ,_� � I � � L"=,;,�XZ�, - - � - 1 . � I N;CL� __ I X 4 "_� -�.7. 0; ! I p I - J;lll 0.1111'"n-a L_-_ ___ ___ _ __ __ - _ �_j � �___ __ ____ _._______ - .. ­ - I— -1 ____ -.-, I -----=---I--------- ____ � _i _.1":1=_1 - ­­ � 1 t, I, I. - It- I - "� - , U/17 -/I '. U�/$,, , :' m. - , - L*§AWl - - __ A -, , _A'I 7 AN, , �, �%o"lc "' ll Lm HE _* 8 � TAWI Ik TAW/i!,l) Al SIVI/m, Pv`tl It wAl �_ I", � ! - Am'�"P_l �W V­ - - -,- - I - , , I , , L�Il � QPjD_N4Z_.,FQR__LtF_"AFETY S_TMRM_.FMu._,,__ELE)�ATtQN �, - IF.'-- 1. -1 ,l 1 _j_4 ill -I. - A43- ­ ­_ - I - I u �� ­J I � - - fla� _ - - I � I,I�I � .,$ 11 - _ -_ --- ,/.. � A . - - I /--1 , —_ I , - v / �� / I- "I'l. L - -1 - - 11 ___ - 'N_ I— KXT18m I SECTION A -A 1/ii:__ * . � DESIM PRESSURE RATINQ ( , - js I _,M lk� SIP - - - t __ALil �_ ,Aew�AHAINII.tll ,0�t� A� - -,!!kIt;'1l -MAXIMV - -A- CORR ES.PONC 1;14G M,AXIMUM PANEL LE1RQTR_%_"`_SCHEDVLE � � � 1, I-— ­-.�:I�P`l ____ .. Ill . it � i , - I z ' ' 1 z : No. 44767 . :i � z I - ii Ill � * �: * �z ----- --- _,­__--_ I I., -------I-- , MAXJNLLV A - V­ "Ai� LENGTH I �. 2 M ' � � 1LONflUUM SLPARAT�,Oq "' I PATIE �� RAJlw I - - �`_;H 'Fr"Ill - - ­_ 1'0 GLA55 �_ CONDLT ON _____ __ -­I't�l ,.- - � - J7, - _1 - - _­­__­_____­ . __ 21 3/ 4' ­...-.1"', -uNmtTF.p � , I ____ '� - z 'Wit, ­ z __ I- IL - � `LOM�' Silil LOPE IL Y Loll H�­ cr - � -I I ,Ir __ .: , --- I '� c,i­7 I 20 GAGE UAVILIl Sr.. i�`�`, __ ­ J_ _ _ __ _ ____ _ , E F, ',,TORM PANEL . - _: . '. �,�r - . I—- ­ � _­ - -1.l I GLOBAL PRO ­`l _� — TECTION PRODUCTS, LLC. ' .'-. - � T—L TE C 011 "x,. ., � - ___ - qv, ", _,,",�,_�,;Ie, �', I I - MRTIPQ A DlIlPlItup-10 CORP.- I ­ ­1 � ­ ... ___­ -Al PlI. m�_­�l l rt,"INI'l 1 ,_r� -- 1 11I r _____ __ - - � . I- 111­ ��__ It - - .I ;Z: ------ w-_- * 1­6;4H -T ., ,,I -'I .1 Il,� "a' 1 -L. I �__ - 1E - ­­ L L�-__ � - I - --- IV, �,__�xl --- :P��­ I ��L --- r- - -------- �___________ , __ .__ ___ A � - t 1 ., - - _' ­­ ��. __ __________ __________,.__ � � , , ___ - ----------­-'--'-­ r------- ­-----1-- --- - - -- -_- _-, _--- ­ T I IN5TALLAIIQ 0 A L$ -FOR- 0R_TjQN___ #Z_FQR S,kELTY $T ,LA �i _ ,� WIQ�Uj$ Tj N Q Ifl�__ - _Q? _RANELi__ �!S_XM � - WQQO STRQ T4PES � IZ 1 - . _. - � I It I I I I , I 11 I I I I _ __ _.. �I lr�__ __ ­ - - � .I F_ - — .1 � . "x.-T I'Stl : .001 �IAOER wlxll� Ill I PEOLL9ED � I I � - 11 I rootmn f I orcrimm - I_ -_ - __--i : ,� ---T--- ,I' 1/4-. 1APl 6 IT- Ot I I ,! 1 . y__ �, 9 'w. TARl 0 c- v c T I ,J.,. IRA,!,> 0 6, 0 c ,,� 441 1APl ,a B, � I TRAil Atl - I I I '011 c�i, � "Al � i 1 2, ml I & 1/1* "T I ! -ll ,/7, All TNAR,Lw-v � TPRL . ,�,,j lI i I _i__� � - `1­1 */I 1/2, " -m , I , I � - - i � , Rtwwl A? .000 I KNONATLON A' volOO rlrw_7RA_`O" A All � I , ill I 4 � 11CAMR r HEAD" 4 'f"011 I - i ,� ! . I L I i � ICI . III : � I- � q i I �! . L- r I � -A .1 j,,,� � � � ,,, I I,- m I i .0 �111"` 'Itill t" I �,�, I 4l - I �� . . _T - __ !"., I [ 1 - I i/c, i I IN, , - 11 -, - I ��_i - �� I � l i I , I �, � t . � I � I ;� 1 1-1-7 - � .1, I ! ,", � I ­ I I I I ­ I I I i I � 1 2' � `_ . - I . � i 11 ­ � - - I � . E � 1, I 1 F t . __ � I I "' I----- LZ r 4 I � I - - ___ _ - - A., __ ___ - . aw. �_Z=-= , 4 _w L. L -1 - 12 � 1_1 ___ - _o," - ___ Ln , 71 � I " �1 _;]� 1, I i4 9 I IL.j f. � - - I 11 I , - I _�tl I---- _r___-- 14 I _j L ____ �i �l LLIZL� - I -1, � [­ �, p I (� I I I I - W-1- � I I . - - - ��,_ � ! i � _11 I"': �., � I EASIVIl � V Ill r ­ 1. o­ I - - ll I .,A:4 - ,,,a _-4,,,, � I � "', .,� V,l r �s;, tett�" t i � I PAll �- � . V­. 12 l - - ... I llfl"I'll UINCT - NA- �gi ; I I T5U Pof, - ..L--. ! I WTrt wic* 'i,* l�­,:I,,, � I - .1"""Ll, I t � -I"ll LENCTIl .I, ­=11.. I p PA" ., J. I'm t I , , l , - , lul Al I gulow.jI UArmt-1. t: LL I .1 15a I071K I Ai all I P, -I- Oor=,, A I GLASS -_ � - al IPW W I I Sol UNKIAPI 5 i I I � il 4,1-1r." , - . LHETI All I I /.'#. 21 ,,L' I � I � I �� AIN WI, _1w i � ;1� mi; .II -w � I W. . T If" Al � ",V � 1; , I 'll ') - . I i I �i I . - : P­ I I i Z, ;rr"2i � . �1 I I . I I � I I I � I j . ,I=- " i � I o-- TAP, I � �Iq,-� � 1�1 t � , j! I : . ,� I , l .1 �m r I � L I I I i I wN INStAlell � I � � � . � - � I 410.1p,�I",", ,,'�AIL I � I ; �� v I II r ! i , � � I j) _4 i I ----,L r- --,--I_ ; . - � .- -I, : . I � 4 11 -_ I � i � - - I - I I -1 I I - _1_LF .------ � T­ : I " , I �_ l I i F I I 1[ I__ I � - "'I I I I � r- F . , -_ 1 "' 1 _ - L I -- ---'-- - ­ - - - - I IK:_� � ,_,ij�v. � c -� .. I � - � [ L .vz�� -L - 1�, _ ��; - r . Q I il r: , I �_:�_] , I �j - V -,�_ , I I - �- I ' �, _L_ , , i- - ,--- _-, � '10,1011a; =' - , �', : - - ___ ___ ------- L ,QN7 i - `­=`= (4_�c-- 'D .I �� I L'", - I 1 4�� 4 ,l_._­_1I.rA* 1. .� .1 : __4 � "I �,Im', - - I rr. , �V � ____ ,Jzrill Aw SLI � � i L J,",Wll "I 'JI'd � 3/32 _A: I "" � L - I - ____ -, .LSPTl 4FIrTOW I WAWI- & 1 Z f2' 0 Z I I � I � I .kSNER tw�� I 7 L ,, I I . � Il T,Pcum a 5, 0 � � y �ZL, TAP, OP Al It- I - . : 4 1 ­L�APE_ AI` 41-PRILl � - - ,_SL:ln' . I I I 1, I � I I i 5-140clow *1 m ) rAlL, .. �_: L 11 I , ,t,- " I .11 , _ , I pfm.-%AT",. t il : �, F Ill , 1=u I , CA el, or I,U,lir i L jj%f, A:, L .- , '. Al L'AtE 2�� "AXID PAL` i',A' Al I'L-71 I - - . [ I , RE, I - LY, AfQ49ED WI-W,xt WALL-mQ1.1l 2111WIll AALL_MCt,1J �l � I !It, - 41T!Qfl I WALIA 10101,1811119 _WTAIttl WAU-MOUKIMIG �WALI,l ALT-OMTM Zl 0 REGULAR EMEL iL ! r ,.7 ! &LIERNATIYE CAW S'l -� -'I, - V - - � : "" 1"�L - � I'I ': -9- �FL0'W_PA1tl 2 M"WRMEL ll"'P.II 0 ....... r SCI-11 i If' - �,n,yk �Qll f I., v " ! ,;�L____ "' __ , , ­___________ __ - 4i�N , , E N ,," � " -.;p %, i i. � . R51,10PIDVE ARE l vAl " OLIJ.Dll YlTh A, 5 0 t'll 11jNO" i�-,-k � � � - -,�F- �,, ­ ii� - _ - FLOIRLD4 BUILDLNG CODE illil-gh V.1ol H.­icu�, 2"o I ', � JP 1r, .$5 ,� -72CL PSF -1 1AW__ S LIAl LI To B IT' I I MN7 t I ­ [ . � ­7 z %O 4 1 " = ­-5.,",Itt� i � : � 20 r.AI;E 6ALVANIZED STEEL STORM PANEL j KV Tell DC)ft5TTA,L1,l ll PrNetl M BE R!jl1HjPII . r 'tl�' - � * S I _ , 'r * I _ _ _ 2 Z V `l I , - - - - __ ______ .--- __ _ _, ...._...______ �:!I__ RINI Mt. 2 Al SKICIX VEAl 11, 13 li LIA NtUAL - 44 � I I � A 1, � _S�� __ � � i ­­­­_ , ll:L�. S7IL ��, 3� .."Al't z - — GLOBAL PROTECTION PRODUCTS, LLC I I, - 11L1EE0,.,. ' % `),L.", lit � tl � , L r .. I. ! I ��IFT -1 �Iil - I , - .. - - & t-ATx� `:,Ll I I� 1, ,�­ . , I . - � � , , I , ­ . , - - �111­r�'11` � ,ezl 'fi-n-frp � � - - - I ,AI;' � 1-TIRl -11 ;tOlAOLl III . I� � ,I M, _ _ _____ - I `�V:.;,%,"' r- r,i;--i;_m.t__,--­�A­—. ______ 'r . - - 4 " ...... :� LI,,I,�__IjIj ,�Nllt ,,____I,_;;�_4 - , !L_ _� _J . WA,ILA . I -A A, Ill I �-_l -L::!LLL±n:::LL�.­_+_1� , cr I, f � � . __ -­­-­-­ - - L­ _. ­­­­ .r­._1______ -.--... ___ ll l4 ,I "167 - _i � . . --­­ ­ � ­ ­ .. __ � - , - -___ - - - ____________ , ___ --- - � � . . � ­ ­­_ -_ CQ��NIS FgR SJC If I 000 ,E7Z HANG STORIllELS .K _S _Z000 & __ __ , _ _ __ � - - - - r I I - Lbf,' - - I ,I *26, l;c-,,� wIl - 2 25l' -- -I - �ALP' (EFTECINE %�Dltl - I - I - I - -6 jr�_ - � � _. . .t,",- - � i �V - I . I - I -.- r - i , , lot" � - ­ --, \, _� __ `A__1 - - � � I = I . I I I I I I � :,.. i � . �$A "N� 26A,- , 0 oiq, wo T'AL" \ I : I I W,T' �,., 4 'ITAL, ,_ ,, I �� rI,A,,.wFT STEtL ",, .1, ...' I � � ., fF I" ASIR ­65) .lr - OR, I, �,� �ALOE eo MWAMUM , , , WALIL jkr_� � _' COGE ,_ - . , S_ 40 CAL" ", � , - -WAI A , ­ - � , - � - _ __1I - LE III I ,,I- - , I . __ � - - - - - - ", 1­ __ -- - �, ,..., IA�*­ I I - � 'In. - . I I � a - - - 1 L150. - :��' . ,� . i � =ffid EME - - . I - - - I � 2, - ­ - � . Il " ,'I l l� I .. I" - - ­Nl i`_, % I � I I ­ I I �L, r � -1 1� � IPcePw I - I - � - - 1. - - , I__ " F . I- I 1. - �___ �, CA' I ­ -1 I- I '� I- - , - 1, , ___! '_ I - .� W� � �. 0 .,!kl * L-_'__ _ _ __ - I - - - - ,,A -W 0 � - .1 , l ­ I I - - . , 11 - I I '11, I WmEmic YIQN 2ETAIL A � ELL I � I,, I - RVIAINDED Cop �R a Etl��r oF PANEL , S DID LYP"VI IfEml COGE i 11 I ,�- - , � � I I -L I L4 � �� � i� �_ �:_,:___ - I � I I I I '_ Fl�: .. r . i, ovir" J Jyp�) ,,r� I Al I Tp" ,"5j M�l--, I - r_ - 6W-76 Al l I ­' i I- I %_Il - i � ,�_ r , I 1. �!� ,0\ `�� � - , " , , ,�' � . I - r ­ . � I I - _', , ;_ I � - E Iq "eplL � " I�, I -_ I I � I f - - _j I 1i � = : ,,, I 6;" z I I - I� - - Ln ! � I - - — I - ­G- - � --- ,.I .; I— � i � ,I _______,__­_­___­ �_ E,l - T ; i _-_!0­ - - __1 . �_ � - . ---.-- , -_ 'if 1, _- A ) AL W, ANGLE (�S,) SNP ME � . ___ I , ��, - � -,_ I --- - h1ECF,"c � I I* LONIQ, - r I ­�- � - r ,: I , I. ,: I - -b" ifFQ C.-AlLMAK, ON, "I' .-f'.1 Il Al � 1. ­j_,___ - . AN .,Ik - - � IWO l ,-I - `AMP All I "' ""I'lli"11, "IE cli'lCIAL't NAITEA A 111-11 I I � I ­ __ - - - _____ - ___ - - - . � - - ___ - ___ ---..---..- _ _ - � "- _ � L_ __ .. - _.-I __. I- � ___ ., . .1. t I I,,, - - ­!�. " .= I � 1�_ .. I,- , , C�I 2a5�`l� ��',,VLRL AN ��.� I _L . � 'J.,'�,qDA 9LOLNNG CODE (N,,h Ill 0,rci­- Z�L­ - - - I I - I H) IVA _'11VAl WEL VOl PAW - r ! __ - - __ - � - �_ - I - - - - _ - - . ' I IGLOBAL PROTECTION PRODUCTS, LLC, "4�� � I I ­1 �. I, _- _____ , 2 I j, � � ,�_ I 'rI"I �O- T I, I ", W.A­ i. ­I.Ill 2 I tN---F-- ­-_Z--_ , I - NAAR, I - - vAm a III . 1 �, ,7- ---r- -�-- 1:7- 1 . ___.._._,___. - ___________._________ - , - - _ ,- - .--.- -_ _ _________.___________ -----------��----.-�-------------.--�--- I N S"! A I L 'o T, I ()jj, __� �1_ - A. __Q�TAI � I Z III _ OPT!ON :�2 FOR -1 Iff SAFE'TY,.'v,TORK. PAN . ­ - - ­11_­ .- r _­ .___EL_$�5_IEM_ . I t4 TCLI MSTING "OPED CONCR "T_OR_��QKAETE _QLQ�.5T9Q"T M I - - ­.. �� - 1, I 1: I I l, 1lLlL1* R�`ILIPE t A* LApcc. ,oIrclIc"IS . , -I a , i I, III 0 9"O� I I _:) `71;L�IEFle- i� �_=�i ­­ I KIl C"IficAtIl I I . � ­�;'w"iTr I -_ 1 7- I;�L ON �OPl "' - - - .1 I - . � I ij ­ � plljl,kir, �� 1­�,� ,�- ILI � 11 - Do'. REWAI,, I i - - 9 : - � I - I - -�� I f, i �_ 1� ,I I- , , ­ 1 � I - _ I I - - - - I I I.' ;___ ­ ,A.- - __ �� I , , l/.* � .. ­-7-1 ". I- �� �I �. : =: _­ ' . r � , .- . 1 � L �^ A I r I 11. . . �. I �1 - 7 I I C i I t m � f 4 i �!, , ;, ,I I __.I__�.,I.Ii_ � 1 . ,r,,,, ___.L____ 11 - 'Ll I I 1'�­� 12 __��_ I - I - 'z I i � f , � r, ­ � �,, , I ' - ., �- 9 - t, i I i � . � �V`AII I'll I I - � - TVLAAA- n ,I I f - � - iILi­u,L - ; I I 1 - � w j� It � � 4r I. " �_ "T _ - -1 ,A, . � A""p,lO, .I I �r r, - , - I "I'l - - _� � � -ol -1 I I I i ! A� �. -1 I. � - "E ! F - t I Y, Fl--:NGr, 1 7' 1 "I"R, "RE 'O I ! ! � I � � -1 ll. i �_ L 1, � _ 1: � " ll� j ,,, Ll I l�', ." � � L - SkAlis �I_,I_l �L ; I I - 1 4 ` ,: I � � , � . r .1 7 I � - �n . 11 X I I - 4l I ,I � . E I ,- I -4 ,- I T � I -1 I - x 11 I t I- - A . - � i- I . - I � . , � � T S, I " I I - I I , : 1 ,41 . , - � A � r 1. I �L, I I j; I z r � I I : - - .1 -I' ". I , . - ,Z= I I" . . iu.I, i 1: 77 ,, � � . - � , - ..= . i6t i I �. � , � '� . ­- "l-, A - =A - . __ ,- I, i I -1 -1 , ? I � - �IA`E,,Ii �' Til i � I � � I � : . I . i L � I . I I i I . - � - � � � f�� � .. � 5 rr�. � � I 11, T � I - � - ___ _� ------ r- � __ I � IL I I ____1 q, , I � . I I ; � . . I I I I I I I i � f L I - . � -1 I- - : III I � �_ . .11 - - I _LI - 1 - r � I I I- -1 #-_ � IM, i t- � PUL I I � - - - - - �_ - I II= . - - , . I I - _______� -, - - L' I � � � I 1, "I', � � 11 - ..-:1­1'!l � .. � .. . - - - t� I,I4'0-n0,'.'S_ R, . I I ii.�iilm­ -1, I - . _. r � ; I, " , 1. Al lioT ,l I 7"ll WiNcl tl ll P . I AT 1�! �,,_'4, ,I l'l , iIl � � I - l, I �l! �-, . .� �_ ­ � i/­ �i 1. jWmIAO) - - � ,,, ,,, ­ , 1T ,_ - , -_: .I.- 1 �WILII:2 - . , �y I "_ l, ­ , - _T _-. It _­­ '_ 'A", ll - -, I'l'q' ;"rAl " �N a I ,�l - . �L� - 0 . , 17' , ll , I"Illm"T�1 I ��,� -l-TTf, , - 0 4 1/2' 0 C I --- - _ ­ . __ __ I - ­14,'I _1,:1Ilt­r � i ,I , _ � 1, � � -1: I 11 - ,--;�4I -Ili 'I" ,.,I � .1 ' T1 C�,, � I WALL __M_)`tl I N�� LP411ALLA_Tlf�'S. AL. I. ,,� �, I � `-, ­I� DkLILAITILgh MQ.U"HiL1N2A.1lLl WALL_MW�, ,,,- I'L., ,_�.A ­ � . __ � SE"�P1114- 'MIA I � S SM1112h 4A ,E " , - 9 Lil_(_,��_4F ?ANf1I 9 1 - � - i 9-JILSi-ill Em 'L 9 F ,__:!i',_J. _ _jl F. r' - _' , - r, + F, - I 11 ______ - __ � . I !'�­ �1'm",. -1 ­ -I " I _ - - - I 1-1 � I - I � 1� - 7 �i� - -, � � -_ ______ AWO"UP INK 1 v.*# , ,,, ,�.,.'E',q", , Il � ­ - r T,� I. ,-'',. 4 z� �� - - - __ ____ ___ - - - ___L=j!�� � "", ." " T��,/ "I,- 1:1- r­ - ­ ­ �: .. .- - - �. LIG, _� .. . v � - - ReEctm, R,RrAP :, � 2 . -,---- - i - . -1 - - 1, _1� - At -I ". L.9 ,_1 , ,.I,-,- - I I- , I "Il A,l, " - � LIS litAN Al 1, 'I � :_�2 't " ­­ ­P� ,A, I - � I , , - ,, - I , - I T,) 1 I S___ ,�. S z _il .- - ---"�- - � iLDRIDA 9WI-OlING CODE.(Il Ilfcadly Hwfllcona Z.nol I - " , ,li A."iOx 91�, I �- 1. __ __ --f-Ill - - A=A Eit, OWAM - . 6 .� L z I� 1, I,, I E it ­ .I - .— ,l", ,'L�,�, r- 1 7 ­ 1. �- I � PAI-Ii LItYll - , I I - � FACIURS " I-, � qDZ I Il 4 __ - -4 � 11 t * � � 20 �AGE V,A[VAll STEEL STORM PANEL . I 1.�"' � _�, - - I `� I _,A�,y AT,0�7 . � I �. i i�l i 1 i - + - � m - � - - � - I - ____ ___ � - - - � 7 I T - ­ ___ ______ ____ .. � - - - - i�.?c , I . � 11K rl�� s"l- I- 1 � � - _'. IPLY�, §­ I- I i r ­ - i 1 I - - . ­71 E - f'�ll_ �� I t ­�-. ,l - . ; p - - I ­ I '_ T1 UE t-,T ,;7� , , GLOBAL PROTECTION PRODUCTS, LLC I I I I- _­ �_' ­ -- r - RI -o' _�_ _.. - ­L­ l 1 - I : _ I" i I - I , I� ,,, - � � , , - �4'_ -1 �"_ �_Il ot, I C 0m: -l- ,, - ,_ I ". 'I ! '�__.2fL� - I - - --- - : - - r � ----- -r_ I_71�'__ ___ - - - _E i, �-- __ __ . __ - �� -1". 11 L_ r, 'I, '. 1��,,� , , . I - r-,Tvf.-6 w-rmaoioff.-��T.Qr­ ��­ - .1 . Al - - � .1.1 _ L '�� . 1. - .1-1. I .� 1, � _I", _7 1 210-176 � t I I - .-OE'll I-W _ � - 47� __ __ - __ - zttll I __ Ro,"At, ­ _ _ ­:­ ______________ __ _ _. i---. - ____ L � 1 1 "`­ -""-I- - A" " � F ­ . ­' - 1�4l,,:,�,-,P_� ____ -, - __ ­ - -- __ _ __ �� � _ __ __ _ - . l , -_Il I , - i-Ill i� . ,IL � --- _ __ . - ­­­ __ - ___ - - - __ __ 'I ­­ _ _ ­___ I ,2r � , --- -------..I.--- - - - - - - I - - __ - ____ __ - ' __ _­ � ____ ---L- - ---- 1KIA-LA,,kTIQN, V,EjAl$--f�O-R-0-1�TIQ'4-J-Z--EQ-R-LiFf--5-AFETY - STORM - PANEL SYSTEM INjQ_EXt$_TjNQA_)Y0_Q_D $3RUCTURrS Im - __­1 � I I � __ - __ � I - � ` .r I �LF"# 'l Q 6* 'I � - I I'-'$ -,A,!Lop a 6* v c I LIS 11-1-1-L Lrl - I - - ��_, L,,.OT'_l -I -lL-11�c�_� - vll IA, 1 1,1�K I I I i .,'! � f7- .4, T�ELOUI 1IN-Ettl Al VIAM I-EACIll 117' ; w = , I F­­� 0- ... L _J'� 4 1 1 � II1 ,_ ,2 " � r - rwIT � I � . 1� � I : � I =�_ ."� EI-ILL ij",�,7, LlL� 4'TF 11 �­,.I I F—it-f--, j I - __ 4 - - - ­1 -, -4mm p I - X � . I � - - ­ - -_ . - � I ____ I , - l I I �&3 I . !;'- ­1 't :ESI ArAIL'," ALI I ,I' JJ � - r , � fL """, � I I`- "171 ')r I i 1, RPRIl 1 I I I �, I%AT�. I I � I WALL MQUNTING INSIALLATION, ALURM71YEJAW .? - -_ - - I __ I 'I, �;t � it. llil�r0l,'� I, . ­� Ir�� ,L�ll ­�,L ILI - -I - . - �,_ � -I�f,�, 11, - ,,.� T_ � -B �r, 'Ill ,l-N-, � , ­,'4­ ,� I,Lr� L 1, "" rL2`,__.-71 �: ,. - I - - �- , I - , I : !- , , I " . � I R 1 i S, J7� 1, - I i I - "I'll" `�,'Tlllll 11", 1� I r. ! _ I Ill ",I, " � . , ­ - l,cj -, � I l - � � - l,:, �,,,� 4 If, 7 - A, - , - I �",l I � I 1 ��4 � , . � :�l - I I � %0� . � I . I I ll �12- Rm 1,ttll I �-KURIINu,, AT .00V I �11 KANIR .;:;I L J- �q_ Lrk- -- I, 1,� . , - 1, - I . : �� I . Al I I I �` I rr -� I , ___ W. I�_ "'IZE, t I - � R �, I - - I -1 1: I - � . !I i � ,� c4AL 1. _: F. -r-1--i -, � - � ,� , � , ., i_ � I'l I , = � i - ,�tl 1�­Li­p -, I Im' 4, - ­ q_ � I - .,I T i II I5 - I - ,,, w. � !I 'K, I NG- I , , I'-, r ll,:T� I .-,L ,� . I I' I Ff. i�� - - � 1 I r� , I . . �­ L. , I " I " � - � - I - � I i I I _­_-_ - . : I -I ­­,_ 1 . � I . l - � 11 I I - ��iz�" - r .A -_ � m',, ,. -_ ­ , - -, - _ I �___ - � I I - I - - 5 " PEI:u ,,L. E I I I ,��-- , wir v". Yll q[Ql ""T,, 4p ttl � P- I I -AIALRPrjj . , , A, . I, 4 - � L ,,I I I', A- : 9�' ,--LAi::L IL14TIL , I r' I I, RiElPET, -e P ,,, I F I WALL.. AQUNTINfi_iJt[STALLATIk;N � L,-- - - , L , , - , I -1 I � - - - Ill 01.1, SIK�j V/24 pI I - 4 R (p - - - c , ,- . ­ o0l Ill sAi - TAL, - Ill -_t, �__ __ � -_ � _ _ --- - -_ _ _ � _.. __ __ _ - , .* ..l, I I 4�c l rl,l� -L ._­ .4 1, r- `,� A' - - �'12 4 �* ' J24 JA 5� li� 117"7 '&�llof ALI I wiliv:l I. - i K'.-C� Atti,"Al j I , I , � ` I �, .- ein ... - - � %.l1LN.I �. sIttv to. RA;`(` 5,;0P. __ le ,_ ,;4 . - MOTORS (tA, SNTT 2. t - ____ - - -1, - M­ I - - , - - ____ - '_ __ O'Al, v-,ltl ON 1�"' �si -- I" -- T - - ­­- ' ' - - ­3 - , _. - - - - ,.,--------- - - '� - , I, Ll ­- LL-, L IL I --- - � - � . -_ ----. �- -I - I l - - t. 1, � At, , I-- ..� ----- -- ___ � �_-� .,;�`­. - * 2'.. ! -zn-7=- "t`.-_- , _ � . __,_ ___:. I " r- - ­ , , I , - - ,� __ __ I L _ - __jI­r ",_7" 'K:I C�' L' �___ ,_,_�H_�_� _,,j . -- I - - � - I I ­ I - ­ I . � __ " + , i5 � I 1. ­j­ ,, ­ r 11I. ,�j L ­J'b�---- T p . 0 6 � I ,-1 �_ I � I ! � � _. - - - Pt� --- 7_;7�i -_ L�� 1 L I _:i2-- : , __- Z:�-t­_, _';%' __ I", - - � - � , g.01 __ ­­ , . , , - - -_"T--­I ----= - - - � �;i�­ r "� . � ; � . , : - I F I . i I; � : � , I � , I . T, I I 141,­ I 1. I I - - EtE ,.�, 1 I , r � . - - I , :, , L lj�-L, ­­ ,� � I - 1, 1, .., � . . -_ - I Ili IIITR,C� 11,11II!1I �,,'ILII',� I,I,,Ir � -A�l I 'll ll I . � . , 57 _T' _I - 4 ,; � -1 ,�7 � l I Il_1JA[ K, ,,r,TE , ju'I4 . %-1 -If 2' T_ � MILoAt � .� I ­ --- - L : � : � . i . I I I I 'r . I ,, I � I , I - * I -----L1 � I , � - . . ip � Y, , _. T � _. , , . . - ---'i , It i -1 � . _,,�,, - I : � ­ I I _� __� � : , I'll .� � I . I ­­_ . . . I � 11 I RII .1. -NI'_ 1,I�� l ­ � ." � � � i : I I. I"­,�.,­ Ill ` I � ,�X.�-: . ­',­ , a .. -1�rl . ,, � I , - -lk__l_, ­I-l's ­ � I I L 0 L,) 1,1,-. -� i I � I � - � - - � - _ - - - - --I---- . � _- : I 1 I l ­ ­ 4 ­1 I � � I I . ­ I .. I 11 � . __ I .IP WIT [7- I I; ll�l` r­r''I r- -_ - . I � ,1�1 �1, � -1- I I � I�4'1� 1 ­ � � � - � �_ __ - lI � I, I I I . , :1, - . � _,�� rrPAA, -__ - , lL � I , p- L E 1. i�T TAU PARl , - - - I I I . - __ - - - II- - I l ­ - - � __ ' 3 - . 1V ::t'R -VAiLit -1 Ell, - T'Io Si I YFICAL - _,V,#jE_S__2qQQ I Z ii _1 &J4 FOR -F.YA __ .Il - :I, I - �_A ,L w, , ,,, � � _,-,',L�r � ­LL- �IIIFNO I RALI� K- PRIIIL" � A _� � Ill I­I�l I[I -I-:.,!, l­,_IE- � T ' - � l ,�j ,E7 �, T. - TrPICLAL 'L�YA112N EQR__aFK�US i9uo _; LL �_, E - Z_HA_N .Ii- STORY ,I- 11 I � � " _�� TLI� "� � _ L� ` � ,L� - � � LI , ­ ","��' - -,L - E-Z-HA l SNJR_MFANL SX_5j_QM '­ _f_MD_-_- .VFi$Tfitt _ SLAt,E V32- - I* __ � I __11 _ ­.. - - - - - - - �l , �­ - ` A-; I, .- LIE IT - - —17- -, � � I-1 " - 1 , .', , I— III, r,.r -�, �__ / - I r ­ - - - -- l". - - - --,7­11 �2 V - - - ____ , , F z I � " L" "I . \ , " \, / � I LL�_�,_��. , ____ __ ____ __ ____ ___ - -1 - -,.---,- - Al - - - , -,.. , , , 'L 1, , .� I I ­7_4 _ _ - - -,_--I - T'm C3, wl 'A It � 06� C7� � , ��_, r 1 - - __ __ _ .r _. .- , . - 11 �A _­S`_ - _�,_ 4 - - 4" - I IKQLQI1__A_-A , � , Ll�,-c,ll buluo, IEU�tN fi�-3 , C,D,��J � 1/31' . I' 2n� StAl 31W - "' I - __ - _� I T Ill , _`c � aF&L5 L - Z ,,.Al �.C­ ,-Ill sy��j-k CONSIll 0 1 - I ,izil_ , � ,I T-,-Ac,-- A:i :I - li, ,n� Al PI-JI: Cf, I �i I l�w, - I 'i :: I �[ _TAl" Zj' D�',L" _Z-Q,�N I ,' _'I _T, I r I : -,l 4, ,� AT l w; � -11 I P� - - DOTT, � I IF _ �,_t To,c,l , - I � �� .- �-_ I-1 A.W."S W. 1vI..fr-;Ej1 " r ,,,Tl ,I", iIjL; �� I 41 ULAIL' It 1. I �",'D 'Ill WIL '�Al At 1C-Nfr1T_1 ` -� I I `-LI, - -ft"+L vcl ,,If ;F '51-O jQ'4711 W/ 1­ LCN,', �2,' :Rk' AT ER""C', L'll l __ ­ 4__1A � ­' I r C T� TO *,, I 7_,'E-­IlL,',%2- I l�t� S,ivol N, ll -, ;�, �,�­ -Al -L) ,� �4'0 -2C,,3-. W/ plqF ,I ��,�AIK � �X - �­!' Alliv _� - I ll'_�­It, ., TIE-LAAMRILY, All .Ffr�. ­ ­_LPT ILE r,I F F 'NlIj - .tjE R,PLI- _� A�� III 4 'Tff� Ilo BC-77:31 71 I �L. 1'__ "L,P-_v,2- 1, I � � - r-­­ I� PtII OvE _, -T4 �;­E � !".,­2L,�r_;7.- .5 ." vu., � , Ll T,ARIVILZI SEIOM TIEAI� LOCATI-11 LA 14�; - - lml , .l I -.81111.,mu " I)l I �, -, I,: 11 l ,I.: �� �', L t­� -Pt. LW, LPPNO, -1 �' ,E­ T�_! Z� �- . - C IlIEFALLE LLAI lIAl or T-1) �IEL VQI,��ll I.- l,IL, r"LL, - I _ ­r l ZCINLE�.T`ED TV &C-TIC. TRI,'P (2) � ,�­v a" I A � 1, �T,I5� III,; ��* FO,Nlfl,i, Pl l �-.,'.tl T,� Fl - � L , ,� _�L :." ,R"�IIJFL�E , L El ,�, S11,IIi - - _ il I _ PALIF! � � I ' : 4 ;Ii,7,*, �T�A,�, ALLIEN ELL, PANEL' LUC SIW- ImlIgglP P,lt,FLIl. ALI_ LlIr � � I I , , .0,4 il�[D 11 fi�IPI ,L ,lIAS'L Tell PALl S4L�.,L BE �Cl_ ' rSNA'� S NE"., INEll � L L ""r , �3) AWYE IN Sv,:_,, E'S� � 7� I I: � , I ", _E_­I1 L'� �- � I lk�!�',IPLL SlL� Al SLI MEAN% -01 rAKILAIATIES OLRE K,TAD" P'._ 4- IL'L% 'I7 'L , . � Trl 1,17�0,I, TRAo,'K - , AT AN, Il �,if,�'!,Xf - - � tl . _R:� A,l SO11100 ArTA0, RA IA , .G OOTKIV T C4I F0 A, [� I �, SM 4,111441F�" "-S&R, - "K FIVIF,R[A-Ls, _� �,__ , � I � -1 I = .�L Arl 511; � _� r �, ­­ :,- SIlOWIN t"I , Erwvt,L�4 ��,g l AL"', I/�" I,. �21�_ Ell '4t I, Ar, t rot IHK C-ABI EIRX!,p PANEL ilstr, _ il v--f " - - , _� 'ISIT � I qv [" "I A7 -, 1."ol TO (�, 01 ANT PEALL tRArt, E-Ol-I � 11,! Al - ,I I ,:_," Zf k� ",-"I kLANELS � N I 4'jjII g 'LAlWi � ­ �,Jj Ftl�ll ........ 4 1rI 6. RC11 'A'�f X I ' ' , _ "I'll - 41,- ;I ­_IrP I �E �� � �,, � l�,J*L_Ap� _ e4, __ �_ - , _ l'L I � � �- . IN I �_ ,I��� c� `!'� I,,-, I � ,c .I,rr I, � - FLIiMbA BULL �111_� �IaLlsmjt;E Tell H.IEf­ Zr:l --- ­_­___7__ I � z = � - _ � -, 7 - I 77 7;7 I - � - �: - . - . I - - - X CACIE rN I Il I I ,iff_- 4 167 = -VANIZED STtEj VI(RTY FIANFt � I . . ,A I �A - - ____ ______ ���_!-,_ I 11 __ ____ - - r i . - - � � --� �.. I __ - .7/3"I � , i ILIIIAL 110TECTiON PRODUCTS, LLCJ . YT I, I f), -__C�'i j L.w T -� - - - 11LIECO , I :�,- ,,, � � ,r --, -,"A,,-. _____ _� I I "INI, , . I. "Iw I, I " ,_ r 1,= . , 4V-6- ,RNTr.­ ;,,pAP-, tolle III �!" * �,-�,. I -le" . i�� N� - A.P. , t, .1 -1 I I. __ - - � I O� i 76 A�l -­1 - [ "-' "-'- .. I � ll ,��, ,E III !'- __ -L _,!`�� --l" I I ' !! -,­:-:_­, , I Il ' . �, __ ___ cl__�l ll _r It _,_?n!l ­A� 71 'I_ ��] � 'I." I! ­­!T-I _______�­ ­�,,,LII �_ _ I ,,, TL"L Few . I 6�`IlI P� '_ __ _ - __ ___ - - I 10IILAII�'! . ."I 'r -, - S�R' 2- "L ­ A` - , - 1 , I Ai A -, l I I �_ i3 V � - . , -I- - _­.." _�L_ "" '" imi� - I _ __ - ­. . - _-__ - . ­­ __ __ - - ­­ - - ___ � ­ . . � ­ . . .. .. .1 - � .- L ­­ --- _____ ­ INVA�J,Y,Pt �)ETAILS FOR 0 1W JFQR,_1JF � - - , _ItQN ____ - - ­_wT_ __#.2. _E_ ETY STORM PANElI,,_5f�T�m LKW E ',A SIHNG ;:'1_)'jRFD._CaqC_RKT5__0R M . I, - NC E�, L T RES - . r, - - _REL -B QQI�_._5m" I, 4* TARccW .�I .- -Lp--Qg, PRERl 0 V loe- f, ., � r IwAIED co"011 PO RED OACAM �R cowl wr<x �, " p � CA enmllcll kcl PEOLAFF-1 � - I'll RECAPPED - � --C � __ I ill., I L� - MIA. I I 1/4' , � � - _ MAN, A 0 A III— � I ' -1 I , � "&T 2 � 1l; . ,�, I � __ I : ii� 17 ,_ - , � - - . - . i� " 111� � I --f� f , WARY" Y, , I - - I= I- - 1. 11 J11 'a 0.0 hu - � - VIM ITA ", - A- � OR !! I l_ .At I *w NO [ I � � I 4 r, [ I i � ,,l I I � 011iittl I I'S, I OLK111 I I I i I � � is I . �s � ! , j � � I I : �*( i � I � I � I j : 11 j � � I : " I 1 6" � W, I/l.;- jo. . A I 'i' � r .., .11, I'll", I 4KJI I I � 1 5 I ;�,'� - 'ILI' I � �1 1.­ � � � ! I � t � . i 1 � � I A - I - � L ,� I I � j f- i I- I � I LAI � � : � r, � 5 . . I l, �w � � —1 I � I � I ""S`s"�T � Im"44 k!"_._ __ 2, #14-If"' IIALAliAll "�Il WII $,Ill PANLoAv,TE Kuk W/ 7/0'. _,3;r' ~. NOT ItAl �,Wf . 3II52" WW, IL0 WARAIT 0 e ,;,� . Q t �Sc,vw� plov*Av VoRr,l FIVA]v (Iitl`IW4� M CDl 9�­S OR ro-ol ml P* it"i'll R�OUIREO . I � ...... 1 wl: ,,, _#Qt� ftizu'l 4-AML&II __Em�L 9--iff L-MEE"ARE1. ­'Atf "V" " ,,,"�,01�Il ,� o`A�o `4"T"' - - - - __ - - - ­­ ­ ­­­ -'14T- 17"�­ ','L�IL:R _ �. L, I_ ", � AV,*" TM , FAl ,;� � . I , I � I - Su L­_ 2 �v 110 ANC-PIK _`Pc A I— ._ . I ­ Il�,�Ek, " .:� S___ �Lil"E.m ""', wow —_ - - _ � ATOM �L­­_ Al --,.* ONIl TAIT , , 6,_� __�__bo_ - - I I � 3 z :1 RW �SIACIAl AMP �v L - ii, 11 I I� ­ - - � : : i . I � -I AwAirr, LN THIS �Il - 4, - I 'I ! I I = PLOFIDA BUILDING CODE i H " I, I , I. ��, - fAl AM WT � $ � I - . " " %1HEOULL ll Ill � "HAl 1�tqitltv OR I , w �r � o � : Tv� - .. � IF - -v�Rm_­____.]__ - SC4VIOU, KD= -Il �,Pll R, I _ . , . - . 71 1. T - , 1,, ; z I , 20 GAGE GALVANIZLID, SIELL � � I - , I WATIAL,"ll SAACARP V­ Ctl Rc,t� I FX"o � , - I '. L'IAM L lz 4F . __ _____ I 1R`Wl__o_ R, NIL 'l f rl . . %1_� �, � ___ __ __ . - =_ - - " c - lo� -.-, - I IL '.­� cKARIAP, 1, K P, , ,. ms 1, -, V­ " �GLOBAL PROITECTION PRODUCTS, Ltr !� 1; S-104r. off-ARl , t/V I I 10, � I . - iIII " ll - . . "Ok Ill c 0 301 �__i I I I ­ K �Lss ININ, v,_ x a, I Irt 1. - "O i; x - , _ L-7 1, 7�­ I,-, �- I I I , � A- I.l I-, " EACH 'PACHOP _f O.I N. 'll IT r , ,,,,, I,,, � ,,,� , 'I, 1: - � ,_ All, I P. . o"k 111'. , 1. . � 11 I`P 401 ... IRA I I � Ill 1� I , � :�_,tl )w-,� ­ voial 20- t 16 -1 I ,.----- ____ � I ___ � - I In - __ - ____ __ - __ __m___ ______ __ - l�������������������������������������������������������m - - . .__.__________,________ _ ,.-," - '-- _____­_­__­ - ­ ----- ­­ ­­­- - - _ ___._ , ____ __ I � . %J:L�,� ,yel jr E-- HAl SrfiVu f I � I � - El I I W"Al EMKOLI t 01 TAPCON ANI ANU ILARELUATE Frill 1�, & PAINlittl FIL.. , 1 - - � � PF' VVC i rMUAl DV.U" IF E b , HAS PEEN VfR]'",fril FOR COMPL.Ail IN IS Oro CONI � ­­ � - - ��I� 01 TllAE rwel IrAeLLARr CODE BLOrg ViAu BE � I/." ­�,ClI A- �_ ZI-ETTRWAll AS MR l 16200E 14A AA" .00IONFLI CODE �12) MINAALTO WISEEWAII Qt I,"-# � '/'-,' EA. ­RI AWIAl $PINLL K [�,� -jr PtIC, ,-%Y,CAE�� _-" A Vl __ . - - I ; REC kry ?It[ JURISDICTION wl TKIE SHUETERS VeLL ITT tLETA,: � � 1, NO F&AVAll LVU ART, lWttl MATERIAL SHALJ f�f` PBRtAErM � 0 URRE�-LIS,ItL­ l edIID85 Ul ASCE 1-15 AM SMALL All EXCEED Tw_ All I � - �je ,,­�C 'S S,o'RALI, jj"rl L _ j VSlD �tHAU BE LONS, U"�,WSl Ll AN I VF-Ul Lill LIDIll F )1�47;N Pll RATINGS INDr-ItTED ON SIll VS dk 26 tWALE �/*" Ift7D ANCIORAI �, -ptq�q ,E' "ER" 7HE AeOVE CONDITION QLTIMATE DEM4 VIAND LOADS DETERMINED ptp "Z: r ­ % I - BE lIRSI PLDuCEO TO A.S C DfS" WAR) �CAO� q1 TRUEJAPLITNIC -HEM Erl 0 5 411 OfLil _Q 6-�,� 11 1W FKCAltiT SfCV,L OR PREl:,k�,,T WNCREE PANIU,1� SE 90uh..L ON rIliE OUSTIrC Wl �AW`Ill THESI W/ All (ASU) DEVG1 "RIESSURE *AONDS 14DEXIM Ell, SHEPS 25 A 26 �, , 'I !tl ,�r ioel EvOl TO REAL), THE to" S-ROCT'AlL BC14.1t SLIl Itkill ANC.401l I', CR5FR 1`0 4CQI TLW CONPONENIS AND A)CHORr ON 7,t[S `.E-D 0 TE'= WERE 'AT Dtl S�,-SST�O A ,532 OiCREll 11 I I ,.I � 'JILED IN 0 1 � ANO tI a 7) IN AELOAl 51RESS FOR Fill LOADS WAS ttD_j USED �N NER ANALYSIS FA$7TLNFFl SPAll To W030 HAS SEEN � OVERAll N ACCORDANCE Vl Ill 20'5 il AII14.�Ill . ,l IA�fil FIMLI[Al -11 IX P115 ItirOW1,11-heal-KIN5 AMl SAL-,PICAIcOttl$ OF -,-,C IkNQ1ICA-_ i SrO,l PA,tS_S QLQEA�l "_ NWA-1-1 ANC FAICIAE Ill MAl A! . _1STARot KAS NCtft VETIl P, AECD1tlOANCt Wr� '�qElItoft l62f % - �� TrR Al WE""Al CODE AS P-P `1"[!��Tl 'EST�l LADOWOR". 44C REPORT J 2032. AS PROIDTL=- -rAl �7 r WILL K ILI- �LDPONSISXLTI Of TK COVVACTOP tO Vl T,q. SOERDNR_�. Of *'KE sn,O�Lwt WHERE CAU,IER rIll Al Till 15 TO BE ATTACHED to OISI PROLl ANCNAII'l THIS 5HUTr1R SIl ')OR" BE ATUCIiED TO CD0,ll Bl7otl � 2 I'll SYSTit! W!� Il DM'NIO IO ir OmAl 0`1 fur 011SIDS or THE Op"WING A__ES1ING ,.E OmNifil. FRO, 7W OR Wool EFRAl BULC,KS I 1�.V Ill 'lik LISE OF A LA0,DER 00 UPT 'HI5 NPPO�Alkl IS VALID *THEN W�Q.Iutl It. NTENOCC TO QE PERPORMEL) G r1w r"STAIRI-Al CONTRACTOR IS TO SFL_/CAI4(* Ail Stol tONA,ERqENl FOCES Il RUARNN, -h (ONTk%il I I" Tidr INS14 DF STRUCTURE CONTACT ell INT LU�tERNG to FIRry""T few),,RAN Rr"PA VA'AX ML, StAl SIlUtMR Ill ki ARLILAO 11"4 I , rNo-Ill i 3 li_F"�11 ID00 IN - -AMOIN `�� ApAl To SNDU AND DOUBLE HUMI '14'U WINDOWS W�FN W-JAILIN l� PtOLCRIFT, IQ K STA_ I F�k,�,QW_T, rRom Tiff Pl Of STAILICrull 1-1 STORM -Al INSIALIATION SOAU C011 Al0l, LLIE�:S lIk.C;,l IN ;IO5 I;q,pl 171 ,I, LN, ,p ',' Ahn /CmIAN, Rtl"l PRCY,T�Il 6, PS JjNDr�Vrj* W.Ell L� �l ,,rAIi5 1,'If.Xj INSTAl EI API"Llf.ABLE YC SJWl Al DOI,WE Hl AP[LI HOPitDRIA; SI�OFRS ST'a Wel -EN pAPT IS APAl IO N`57ALLANIN IS grOtILREO TO K ��E;70"FID VIRGO THE HRWE Of STRrucluRE 14 ATIPLUM INW41ROARS AND DOORS, V_ E - 2 qjl SIOPM pA&f, -_ 17v- is PAtw Poetic �, I'll AL-ERINUM L�A`RUSICIW, �D Bt 606!-Tt ALLOY AN:k 'rMl (vP;Ll I l � Or. - _Tt r'T wo -, '5 (AL-1 THIS PRODLIETTEVALOA11OU 0OCkWENT jP C rl � PPTlARED 91 T,oS DICIl IS "IERl AW >X� l RlAkMro I : 14TAINUM 'liiLF7 V17A, l K� CLOSURES SLIALL ll 3115-04 4XY mrop"iLON OR A SITE SPFrWIC PAIDl A, WAERE TRC STA �.:ONNqK[,4S 11C.14TE POO. T-M PCX; � - (TAI CONT.W.CTOR 10 BE RESIPONSOLi rOP TK-r S�IFCIXAI. AEftliSl Amrj INSTALLAIIEN, MACIUDING �_*_E SArm Or � .Efl �.,TEI I1,7. IALl S-.Ai]= -AVi STRkXTQqAL OUALT,", S"l ASIR A-651 PRA2�� 50 v.I, ';,LLvmIZZ'., VLEL rHr, PW)U"T BASLE) ON 1kRS RLQ FIRCIADED ,,z/5P`E DDF�l W L(AIQ r" TNT cc"��M'Ns L�004LVD Op, DFILI""NATIEN Al INS ll EAETTIR­ ROTIED; IMS DOCUMENT COArs-TIRTACIl sAFV7r *1 cAU, I,,; THE CONTRACTORS RE34ACIISRIl 2 Ar� 3CRSRS Tl IAH ��Tkh�,SS S:�EL �,�JI& OF lkj� Ml SE040, OR C'Ol `?f-ISTAl LZIll ;_ARi4K �jTIE_ AT FER EWN �C� _,,PS PRODUCT �IALL,Al DOICLIRENT vil He CiASJPR�PEO �RV,P_qC A, W�C>ElFo Ecc-e *,o KLO ", fl�'&V SITTEN1,". AN, 90 - 1.,',U� SlqlEllcill, & !1PLALL Ll�mpl I vYl ELCAIDA 9-kc-L."r, COOS SECTXN 741, J34 . D) 5111, SPECIVIC PROJECTS, ',NAEL BE -AEPAIRTE) BY A FLORIDA RECLSTFAl E,ALAtl '* AAzrltoOe,T 'll WILL 14 EO4ra TO D_ -It, A-,I07 DAIVAIPtED Ltta UP Am� O.I4 svv-�s �LNEPE,-S "TEEL W.- -'e LAI MM40LW VIFIC, vRjLc;TH W­-Ol tNE 040"l OF PFCORO LEO" t VOR THE PROALT MAIL WHO Al RE REILP-IRICLPLE -OP YRE PRnPlr VSr CC lK p L " 04,4EER Or WORD AC'00C AS A DFLE"ILC1 ILNGINEEIP To ',I P C E CReSl %NALj r te-n" ,�i All 'i,ALI. BE AS �OLL5WS 'JlRmf' T6 "ll _ArTtlk THE Bill SPl_ DRAWNGS AOR REVION I I) -�- L�_L_In­%ll _,II,L9m (Il THIS P E.0 1;pAl _qLkq Tm[ OAIE Al OW,rl SEA� AND SICIAIl of Tif Pill "44� PIVOKIRI OF -'O IAR�Otl AWIll AS MANUFACTURED Sl IT W 81,11l IK Ol" P'P-3192 0 I! � ll TkA7 PRLlAAATl_ I, � - t�­, It A 7j'a, QN-f--s "t-I'l A5 JAINLIlEAZY'll Rl XWAL1 INIC �IALN fcA,3416f, tL_,1 " ,-,?I*. PAl .__ wv."A's !JAU SKALI BE LOl ON A AVEAl ,`&R_�, ,ECALsIN 47 Trol P, . #I- 10 P"El fTM-kl 10 IS -AME-Al 'I.A.R APAl2l *5 MARVIAl."ll K, E-_,.`1 _104STRILITION QNJOELK_�, - _ U4 W, ACCOAiIATl .TK SEC ANIEL - -3N�O p - � T" 1�0993 I:W ELORGA OVILDIND CODE 15W EA8l '5iIALL !K Pill TOO ELER, trEEPLIP, I I AREUND �, COILl Ill SECTION '7p$ 5 2 Or Ikk ALORW Sol CISF to � i iklp ,JgqwLw Emsfa,l Of TArLoN ,,wLiLA)RS IWO F-CAl !�L,<R`,_`� S�W, RE � 1/4' WV 7' I'Q. `tAl i ;EMALE It IS Pk(ELMATIE PI-1-JS i A.�) ATIHAUM EMSInlMl ll l/4-0 1 1/6- f'AA9-N AW"CA; StIAl BT It, ,P,�S' l.rQ, rC4LIPIE`t� AID D05l khTlil AIR, IIN6H ml sm,l BE P[Rvrrrm , , �z' All RE SVI*" fill USZD SHAI BE LOwl1i EKOI.K;H(S�J�,T�UtLl AN'T 'N'Sl VAtlIRIAL CXW) fO `14W.Lrk ,',/A' . , INC KUPS OT01"I'll, "o A r '14, � I �I N r-A$E I�T PRILCASI 57CAL PREC-ST CONCRI71 PANELS O�l PAVERS BE E`,X,l OR -AZ EKm,,'Rl "I DA� z' A,rLF � . I , , 14 D, I �e "I I , 11 % � ,11 , ,.� I , " , "'o I ELOC,R� AQC"ORS &HALL K io)tl EMOU04 TO Ill n-E ll STRUCTURE 51i,,M:� SwCl,, PANEL' ANCPONACA SPAiL . OGEN �1� 1, ; I fit Ill MAMENTO IN Al) Aho 104 12�1 1 � � s1k , " '. S 1: , 2 .� % A� ! z NO 44167 __ - - . = I I i Z�- - I �. -cil Iii a flA_ z * � * : I = , i " I'll Alic-1 AS WAINVACIL-1 By � I* BUILD", Pic - 1: -;r . " �, * z FLORIDA BU;LDJNLG COM (H19t, Veiftelty Hli,tl Zo.,p],! � � ­. . , � � - . i.r ­ I rr L`4. 3� __ I I 4 I -E, "CEART-1 AS MAPIVAMILAW, By rKwALr "ic EE­ I Soo, 0% I I '. Q ,,- I Lox � I � . I I L � - - E !I AW, PANELIAILIF A`iul, -Ail &S MAJALRACYLIRED RV ELCO LONS-Llk�itlsll I � � � 70 UGE GALVANIZED STEEL STORM PANEL AkNRI I ��' 0 "! �N "" - ____ ____--______1_-.1 .7 , - I.. I F'2, 1­­ __________ � ___ - ; 5, It'. , 11 I ko 1� "" R,l GLOBAL PROTECTION PRODUCTS, LLC, EAIX I -, �___11�vi , IILIEE;fmc "E". . '7­­ I � - I — I� -, ,l, _�, lf,��-,-Ol �...Oiw-�---­ IALV_ p I � . - _'PE t.,Il §, ­­_,"r 7 E I - . - . . =_--r­._A i I. 20-1 Z. L-TA-Z I. PAMA,­_ 1__ - _ _ �R&; l � Al �111IwARIIIN",4RA ", � OLot'lt I - - - ��tPD_ � 7�� - - - - - I A� 111LIT , A I �_ I_11_._�_ ___ I �! I I - ___ - - __ __ - - _______ P 0 ­ ,$� 1 ­6 � - - K - _._ L - :-. . . lRol 2l w N I / A I I , \V r I . ., � \ ­ virldal ,qpvip,Ag l - - . . Plans Rlevie swist, !,it'. - --- - , - _­ --- - __ - ___­_­___ - - � .1 ­ ­­.- ­.- __ - I - - � - � - - ---.-. - . ­_ ____ .KS114wedand p I p p i 'urr'Pliance with the,?020 71 .- INSTAlLIATION, _kE=NUI -FOR -SER[E5 Mp� AND ] QQQL_E4_.Z.-H-AN-Q -$J9_RM (IV Debra Atme Kia ir FB 31 , PX,2 G( JeANQL,_1_Q4TQ__PQVF?EQ �l�Q�K.REI.5--Q-pl--CQIiCRE,Tf-=QN �1 powl ANAPAP, - - I PtIAONY AAl � ____ _ -1 L­ I $41' At) NIRPIPM A"Pill - - "i) :- = � 'I, --- -, o � - I 0" 1.00AA PI- ��4 1 ­ I -�r r"Al 4IONLAR IF 6 � � � I ism VAIMPKA ----,, __1 - Rot ", I, �=_Z,__ --- 4 1, , .1�t �nvl -I r , RR � I? F: ­ I PART RII -''A � t- ", ____`L, I § "', � i _t��_Se I Iiiii p I - __ -, (z.,. ,.L.0 - ,` 1"Al T. ,It 14M." IN — At - & I.,- - "I _ j5L == Z _____l__ _L �n I, i t , ' - _� il__,�__j , - PRA'I"n =i��I� I. - -�_ - I q :�i � � -_ AELEAW, � j " I r . , "' , __ �_ " , , I _ I - i -v - - �� 4Kr- I � - ­ ­­­ I __ I I - � l"ilAl I __ I I - I -0 I L-i __ __ , � ­ t I "WIll i � I . " I I - - - . ,,, , , , I I-.- - - MR PcTAA, A , - - , 2 � � I : 1, :�L ­ I.. , - � T _ - , ., I � I I - ful., ­e i �, All , I � % I " I � f 12.4--, . I , " I -i 11 . - � I Iw - . - 71" I- ­ � I .. . I - . 1, �-, - - a ; , 7 , , 14 1 .' , I - , " � I � I, _ - 4 I' I I I - 'i - . , � � I 1, `­` - W0.4% P, ; I i! - 11 r;� - I . ___1 �I­ - T - � I I I- ? __ , f`: " �, ,_ � I ,�,-- I I I �j _- I PK , I - .4, & : 'l -, � !I , � I 1-1 � II -'-L ------ 41.11 - - � � 11 W., _-L.-_1 4 � � I I I I i I I i� __ , I I , I - ! I I -, . � i � I '. - �wL_, I - . ., ., - � I I I i t � !I ;7­�t`Z""", � , f [ I : I 11 - � i - , ,___,,�� � I . , - - _�'( i i - .1 . '4� .. � � I I i �_..'T'l ll � �� - I I, � i , __ � �, _) _,__­____ 1�l - L L ,I ] .-J,­_ I; I . � T---"-'---A-- ,I . t � -_-_-, �: - � -_--1­ :- � Iry - 9 , � � �__ 9 i � I ; " � ; : I . F I I - � 1 I � I I � � � � � A I � A - - ,'� L---I 1 1 I � : ., ... I I � : M,I �l � � A � I.. . - - - 1. __ - - j - � � I q. "El It I I DEFT n I I I I I 14 I ! 1 lj­Rl -- j L_ ITRA mP, � I . - f I -j PILL "'IlIX, I . - -,; UPAPAIll , � � � al lrl�l 14 1 1 1 1 :"� ,� 9 I, !A­."-TcY , i i "". ­.l � - a, . � , : Ile. ,­,­ � , ,,I= I . : I� al , .4�, -11 - -- �_,,� All Uil,111,1� I , I TO 4LA= I " L - 14-- 2: -� ". zw. - � I i� ul�,; I I . i . t : . ILL - �, . L't, , ; I �Rl Hot . N � ,,PPARA- I - � 9 . ! � PL;AEI t - , , .11w.2�12' 1 ; � , " r __1 xtol 011 I __`f`P` (NTILAF t __ . � -1 � � I - I i & I I � � � r - � I - . I � � , , � � M4 , . "' , -9 I ! I k I . � � T � I - I L I - . I A I . � �I - I I I � 4 11�' I � 44 ; 1 : � ­ - -..----. - ... ­1� __ 1 � I __. I � It I i i , *4 , , i -I--, ­, - - 19 � L, � I e? , I I ; � � I . -1 4 1 I L ', � - I :---. I- _________ __ I � � �_ R - 11 . , — - � - -­ ---- I I. I - - �­ __­% , 1___ _-__ --- I -, , - , r I __ - __ - _ - _T_ ',, I I - ­ - _% i �,/­ ­t. .. I : §j � - I . i: �,, i "' I -1 11 I ,,,, I , � �II I I " I 11 m�l,,,�,,, ­_� I ! ,� . I � I' 1, w I � � I � 1� 0 � , I I ;,.�� It, 11 I I It ., : 13 � I �t � � I ,�ie � , Aw ,I � I I L L i ! � �t l � � I I � / NICIR-I jj T, - - ` �_ �fI� , III ttN� � , I It � , � _� _____ ,,I l� , � ii r [ 1 1w I /I � . I POY I ir ift i '! 1 , I 1� � � i III I � � I I I I "i � I , 1 Ji" � . I . i - " A, lI I I .�'. polm I P, I :,,- � 0* �, 7, - � : �, =,,I :� � , � __ I __1 � : I � ,I ____1 1 I - �, -i, . . I I 1 1 � ,I --� I I I 1 � a --- I I � - Ol I 1 I :�� i I u.,=R � - I � � I- I � - I -_'Al - - , - Wool __ .. L 3 - I 1� A � k" , " �_ - - .�, ) a_ � I ! § ! I I �� � "Am! _., - ­1 - I I I � I __" I . i I - I - j i 1��, , ,�� � I I I I I I � I A. L ,)., , A. , ., A. = �_ -i- �7v L___ I � , ___J "I - __ _____I � �1 � . j � � I -'ll - I � I All I= - ~ ­1 I IWIl � ,",t`_.A;�,l E � , - . I! I, � I . �� - , _____ -1 "" , W.ml p 4, - WHO Yw - . I 1/9-vir - I I � I . I - . - OA I/. ll 1 I. - = I. �* Im V..-Ntl . II QI ­'A­­%1., ED m r All x .�­,:,*�.- . .,� . I � � I- ____ . . I r llm I 00,4a, I . I -1 I v __ "t � =_.__i__1 rmr� - - i vm=l _. Pt, R,RI . Itm, 251 ,�� � ,"IT .",�v, "ll. , -, IAI Ntl4 AN I= TtWUAJU - - 7­1_ �. ,1�1 � 4 ,I' - � �2, j I A"_ANa__P2LRLiII1L ARIJ �­ -Nn .�. -c _u :.;�. t � IJNRNI�? IML I � C) SECT10 2 ol IQ =1h9__m0uNTIj9G INST � I S=Qm I' � ��f 'Ile-` QwI.Q=%d_.m2hAT3N,q_.1nL sc-it 3/c. 1, i 11 , ­ e I SECTION ,I- ucrQN- �4., 1 i ___il�_ — ,_v4jlP,1I.' � I , -Ja__. SICALF Vb­ lc,P_j I'Ail I III i, 'c' ID I I - _1E UP ,1W04 11H"l ,. [ - 'L I I , , I - - t ,�C:=­ � 'A " ] �_" ) � , �­­j R, Puto - � It LT) ll � TIZ 4 "N't : 1 14 1 1 I L;��l0w ., .,.-,.=1.1A` l­­­ ' Al 4P 1 E ---- ­­ � T �R , .,0P'.':,Arld:N 111 lIA, lIO, �� I 11 � I _.­..__1_._­- 1 ,,, ,,,;,o� ,_� C E hl �.. R`ir"Pi "F�_� � "I , A ,�, � 11 � � Ul"l I � I IS � � I )�_ 6 IWIL 44.ilPZbbRAPQh_W_UL1Xt5S I , " = ­1 I I = I , ND� 44 1 f5f' It - I . �_, . � C) , ID. It l,0'I A, wIll"t- "i. K = * . � t FLOR*A BUILDiNG LOVE (ft2h ty "u'rictall zon#) "'.61, 1 : ,mt",o� -1 ol III l'l, - - . � � z 1. :V: IIxT, I'll N, __ 7 `­EP; .-I S ­T - - � -------- _­_­­­,___ I ik, ! I TA i 1, 20 GArE GALYMIZED STEEL STORM P i L , _ , : - _­ -, - - , I I LAARAw I _____ - - DEI&IL I - - - � _- - I. � I � ­­� L _ - __ _Lz­­­T,—'.. -1 �rr - � , 5cAl '/A- - 4- .yxw__x I'll .I .7_:� , � �Eco i.c � CLOBAL PROTECTION PRODUCTS, I INTL � � LL— - I �L . . . . . . . . rr - , � I , , ­ ­�,' , W" r r � � L, � I I - 'I. It s1wr _____ I I LI I ,FWF�AJW�, I oll A v�. 1 1 1 �­ It ­Il A�-,E m,IARA ,5- rm (wANl i 20-i7F ; I I , ,.", . ! I I.. . t-i-,-��----- ___�J­­ - 1 - I - tAkAWAP , � r IT __. ." ,l �,, I - `P.1� - �_ � - - I __ - � r - - .--. — — ­ ------ ---____.r_­L.­ , � .1 . ..... I�:�, % I! t� I., � ��� 1 � MILLI '. 4, 1 - __ � ­:m__ J__.� �1_ . 0 (3) (3) C_ V) _(Z (D 4- -0 > c- = (3) 0 E _0 L_ a) " 0- = 0 (1) 0- 0 L_ = m -Z3 0- . . - cn _+­0 C) a) a V) a) :t�___ C = M - CZ U) (D -0 L) 0 7D -0 = C) L_ - __ a) 0 C1 = -2 3: = = 10 LL — cz 0 -+­` M ,+- C:) cz > . LJ) -o F= o u) (L) 1 a) L_ CL ­ = m -I-- � �-- -0 .S�� 60 < rqw 1A ! "44 kh �Ih KA m A ff F m A ved �'q 1i - 'dition ' w_I.tt, L. (1) (D (cl-) -+--a +_j U) m > lf� � L_ 0 C/) 0_ CD- < a) III C) = :3 -0 cu 0 L_ 0- L) (a) 0 L. U) m L. 00 =3 Lu :E < z z < _j 0- SHEET NO, - S H 1.2. I I I __ j - - MA&MWLA1X4DLW6_pRESSURE RATING, Cia.z.f.) AN CORRESPONDING MAXIMUM PANEL LENGTH _7;."_.=4Qff2UjL MAXIMUM A.S.P. DESIGN P.- - ,I.�11AF-FAT N-5 ,iP,i.t, IJOAL _0ML5nh2NL_r -M&�AUX-AN;M0 FOR SERIES 0OOZ200O E-Z HANG STORM PANEL .1 SYSTEIA SPACING SCHEDULE EQR INSTALLATIONS INTO CONCREJE & CONCRETE BLOCK STRUCTLR A 6 I _­ �"=_ . ,,I Ohly [0-F Plhtice _.I,iT'�­'_1,! iIS _?;Tfl .:.:_TIJI 1'-HFW!'. _5tiLLI L. , ,,� - QN,v Fell PAI __ I - � _� QI �A__.�L� I � ,I- 1 ,,,, �_ _ .11 -1, -- ---- ___ UAJ`wUU .50 a- -- �im =11ok I tAtl�_ LEI, c�=D, - 1_1�1_ I - _f - _�. rll."��� , TO � S�"`C,_S - - .650- -153 W I* LESS : 2 91's- I III"I , I ,,* OR 1ESS 1 7/8' i 901-1111) - A A, .,* - KXTLIG WJ,4�*I '�S US I 11541I AT MVI Ar ArJX OF PANIEJ LfNG� WAS,01ED , OF PANE, - - - - - WL&VIMI)v 1 AlikilUUM ANI -11.Clftl ' ON E 3 I � i12- - Alt"'. , " I : ASO DESAGI � _ _ __ - - __ ____ - - - w­_ 0 PR. &SLRE : TAFTC-OP.5 LAL. - 11 '"WiCLAI Fulva r IN._q`m`AE �Li`S ,,I, U&� --$_ RATW4O - , _mkI - C�_ ,AN,,,,, - - I. LP it I , I 10 co"V" - , I � ­� - -,, M.-aff: To comicom 76 za� 1 m �� - 14. . -I= .. . 17* ii"A )I- i N/A ; TV I " " i;!* 1 ,/A i I . � :, a � (TO-) , I '_ -- ­ - --- ' It- 3. A I O' 3- 13' i .- , . I (OOTTOU) - 12. ----------------- r . 1 5 12_ T 5' 5, 6. . r Is- I, ,Bor,�� I - . I- , - , ---- _ "R., I. .. ' I . N/A I N/A NIA N�A 12�. , I .. _W�AI N�A . I,• 2. (BORON) + 66 D.- 11, I 1_-______. . -4--- , . - ,- ­­11--• I 7(1.* 04� L61C'�, I �' 6 1/2- II,/A., /1,W.-1/2. � -_• _ _ - - -.I--- ­ I I-- . , _4 1 --- - -000)_ j I W I N/A_ � I2- N/A I 9N,'A 9 tj'v I N/A , 3 (80I � - IV N/A 12' N/A i ,,, � N/A ' I - - , 1 N/A . (TOF) I r- 11 I ., . 12. 19 ./ 7' tl 12' I IT- ,I- � It- a fBOTTOM) j I jwTmtrfi&.0Fis_1 ­Z- !A�Ti­TF"UL,WEWFI A SIR STW 25 rOF AO,C`.S TYITE A SP-I FOR 11,Tll­--� .10 "I FWAW PjLokv; i0INIUM A---. SP.cil" 410 IsHINJU CGGL WNI ARC NI DN Mn SCIHEMLL TOO F -M r. -w4ltAIb ,ft S"JIEDIN: RM1.0 ANCHOR %PI &I -1'jrW. V11I S-'" 0. 5-14MLAL W TITIF tOLLDII," 1ACTORS FOR I'.% O-Ek,I '* GE POICII WOU= SPII CIFTWILL; USK tACTOO SItAL i4C1T TIC iM T.- .III SPA"dc lrioe_AjtG 1OF "CH NI TIFF AT AI. --oft JZI ANDMI M ',i". i ,/,*. ,.N,, I INIFUTAFTIC Ille'LL It, ,/.. It 1.11EUUW M's I ,/.". I - ­ I 1_2_-',"_ ­ � !!�,��,�,�n�. - - ­ I— (.,) -1.2- , I i - -2- -, 11 . - } I O." , "I A!.) - - . � � 0 , I - I �? , 7 - i - FACM 77-- - I . . .. ---- - - ,--- .. ­ . ,_,.,�: __ __ - - . - -.I® I - 7T W __- - '. - � , . -_ #1 2 ,p- -1 -, III - ___ ___ "'I A I It I;;%', el � .......... " No * : TA, IF - z - * ­ - _+ -r-- -- , A it or��-N- , I � $ , .%. it ), - �_ , , ,.,-.., I �*RIID _. - 4!`-1 I .­ ,TIV�4'.�Ze')�7!- `,,S1`.N'A%-t .�' - ___ "A-4m..;1-0TI ___ �`� T,#,I 1-%I I + RE01y"t5 - "S'­� ER b"MI. 1, - _1- 1! I mu. 0 ?, ,E I '2' 1 1 , y . ­. I F_ + + Qval,-Cl .., -�-__f wvrr�., L�>T`TT)14 (, PAN('- -:) 02 I( ec 3/,6- A- P� ,l i . t FLORIDA BUILDING CODE (Hlg_h V*106ti N.miccr. ZI c icis � TIM - 70 GAGE GALVANIZED STEEL STORM PANEL - T "piekls- 111.11ECO Inc ' [GLOBAL PROTECTION PRODUCTS. LLC.Ir Wit QXIc 1. S. iii'llifir, T - , , ­-, 1If ­ �. 1. ­11 ; Z - . - .11 T .- 5 , 20 176 Imo, ."-,. ­ ­ cA_,;ior1, -:�� IN, �_ A "II F, - I '� . I ­ I - - I.-IR-1 ­ tt.l."I"'I --L:7--:�:i-��±,��.'L--.Is-- - �=_�_ - - - 6 -PAN -M REGULAR, LIFE SAFEa t E-Z HANG STORM SA_jY EMS (SCALE 1/2-I-) - 15.125* (101AL MDT.- - - ^ Is - - - 12 SOW (WEIZITA III .1 I , , . 1. � + - ,;3" - I tl. - 'i.,_n_1',., i 0- 5 1, ., "-rl I . .50 5 5 STUD k1rT, I..-, 2,.% - , �'. L; A -I 0 c : - 1 3�10 . 250 - 1*�,.,* � - I 3�0_ - - � 3w - : I "'XI, I 3,0- I", -_ liv.ME_� - , �r , )61 .1 � l I , , �' I -1 ",7 . I ,!! - .. - I ___ 11 �kl . , jI I, so* 6 I 061, I I I - , 1214* WIN �-)4 C 6 I + � 5175' 1 � I . 7 V I - Li I 500 . T ST L - �.=.�,, tlI Silf . I I - f -i -I' S" o _" P, I III - i ��E,• � . EDGE "/ct A170 "11 TYP 7 OW L ! � It., - - ol,- ; I I !?!�� I I GRAD[ _ to _ RARE W IAI / IKUN,lED 2w, , . '75* i - 11 E r I I-- � C _7 , _V �1 C-END TIN, '. cmc , Kim A "r I - - _ _ _ I . � ! � 171- -, �_ I I !,_ STORM PANEL - '43-W. - - DcArl. A - , - .1 Cl,�(` - PAWLS SKK INSTALLED ktsAn - 2 16:' . I 1FiW r 70 RtIR(T ./ /2* AT II'FAT LEFT WE Cit1PAWL Lrz 20 'H' HEADER 4' -F- I&C C4; ANGLE WITH 51116 - - i1v 10" F.-A - : it, PANS j. it , � ."L S w Lm ' 1-41.44I YTIL ­ , . I, , - "'WIL . ...- � to W , I , � - � - I . ,_ I - - - - - - - - �, 1.5 3', iI , , , .� . .�, I" I. I I I I 11 - I ! I . I I # C25­' 0 "S. � I I"!qDnc'. 4/ �,_ -' ----!-- - I I : 1� "I.0.250.E ­__ - 1 -07' *dWi I I .,EuuFp - , I � . � � I'm" - I I �,_ i II, I � �4 2,0* - �, 1`I 'IR -)AI . I � ISOMETRIL.-Y&W-DETAIL -A ,",I - 91" � , I � . I Iff ar RWPiCI CORNER 0 ENZM, OF FAHEL*� , . - atai, 11. - , -• EW A,p eI ,Iwk-I I'DUr - �W_ '2�: 11 ,-- ­3FO, . i jI I �;A' I ,- forro. RATAU" ( ;I � -,i,--- I __._J_,_-_ � ­ KEY HOLE WASHER . I CDa Cr `wc - T;;;_7 ov- � - i`��11 "".."", ,., " ej KEY -HOLE AL JAI - '%. - i N?w ii � I � , ("A _j- - I - - — _e __ ! Q?2' I'll - � I I I - I I , - , it : . SEE SHEET A FOR N-D1h­ 4 1 :�, I , z. si " � _mCWTO,II -F SLITIFIf tI s . j, i I - -09, 1:!, . - OACI %I FEAR NSTIAILATC­ INTO I .2St , ��,--j,. C9'- SLEEVE 2 1/8' ' - . , "'C"U"', , , "" -00 " � � 37 . . -- z " I I . i I I . I I . -- - - 19!' ____1­, , � mo, I . moor , - 1 - 2'? - 2-.8, - - - !. , III'- I ­.. I , (� P. I I ­ 17, 1 1 � L .1 . , -7 r' fUy- "N" HEAD I"i'll "U" HEADER �C'_, 41. "D -1 ­ I L1 , � : C? - i, L,X- - � : ��` ILELYE-1 *--VAX, @0 ARQ_LE -1 I LLU�MH_* ,,,,V"4'I 1 i) "J" IRAC (�� uffLAMMR - lor"I ,,I,. &YI-r. ,IC-1,11, C , � I 1, I _: t, rlt� mJL4Ly= - - . '�,T;_' IUSE TDRI., 1`�!,Ip f-I -ANC 'STORM PAht' I, , , I I , ,A 11 , ,/ '-%, , � , I N"I .T 1, 51-F, 41 11 4�q! It AL'� u Q ir,v I',' 'AI6, . " ,,,, ,I,,. T` ,.,, - wN , - - z6lv�- - * .... ..... .. � k-'T , I I . TIT I - - - z . - I --..-..- - __J,��= I I - T. � - I 1i FLORIDA OUIL,DrNG CODE Non High III Z , ; �Iyl' , 'i_,�. 4 �. No. 44167 . . I D(x"I , ,2" ,,, ,,*, - _,,," . 13;�, I, a 0 , - � * z � 14 - '. 'T. - I : * - . mi. mwm -1 I - •. . I � - X.. , , , . I . I I" � ."_ z - GAU GALVANIZED STEEL STORM PANEL I - fiTi­ IT - - � - � -----------' I � T� cm- - -,, - ,!;, •- 3TATE Qc I -_ - - -_ -_ -_ ____ - - -7 - . III - - � �_7 S F z _1* 1`5 1. mi; ., I ...*" � 17,1;7/- � - -, - -. :�� " * , I 11 � - - I , ,0­ ,.,-" GLOBAL PROTECTION PRODUCTS. LLC.I - - �-U,�,- '�" 11LIECO.mic I .11 . � � ', ;rin, - � - _,�_ -v,,-"4 ,� � I - - �',� 1,111, - I ,,� - � " %.1 �;�0wz�oft-rHoiI,,La,wo7To.wm;, .w 1­!- sn'117 11 � _ - At, II 1, =, �i- il. .L W,. - I:.,. - 1.11-Im It_I=1I ­ 1_jIwri-"TNP ­ I-A.,-,,, ­ I I - I — C� UjW=kU= �4 JVU 4 I-;;! --------7-- . ;,;-- ,- - �i � _7jQVT__�fLjMQK (�DS & (4- WASHER WINGNUT . �-ig,iti*V. r�_­n; _- -, ---� ii,w : v - - (JAWiC � AUCY� - L 5Z,`/v`;NF?Lff_1�q - .1 TIACK. I I•;;., _­1 , *,[ ; ; 1 � ANGLE , .. ��"----P --r-,---T--- - --- ---------- ---.--.-,---------.--------------.-,- - ­­_­______ -11 -.-------------- -- LN5-T-A�L�ATI-O-N--P-ETAtLS--FOR --RlGV-,LA-R--PAN' ,L 1 - INTOPOUBIP CONCRETE OR CONCRETE-BLUK --- $TRVC1VRE$ ACT ER`APT CO -CM F ANCHORS LOCI � Cz?NCAVE ANCHORS TSff SCHEDULE C. lx:sllw. Pwvo COKCAL11 fSEE WNFOI 0.1 CXrFITNG POLAIL; COWRIEIE SHIM 9 "ROUCH 101 �a cotacarrr sLo­ SHEETS 9 THRI 10) �W/Fl OR CO-CIRM BLOCK ROWI ; t I , I I RECIVIII ItT(RhAIC I EG - E D,:,, I I- ; ;, . - -0c.1101. C114I ANCKIRS " EXISTING POURED , C, 7] (SCE S_-',SDULL ON I OI REWWO '. �11 T� � y SHEETS 9 -HROUI I I( , . _-0, . ­,1. - ,. - ..- - i . At M. WRE, as . , .. R . 10 11 -_ - I - ,4 �. � - 'I".• . wx CO-401m mi.,VI ; ­ I-- - - - __ * ,z "'L, �c ,� :2f!­j_ : - _f:Tf__ . - - -_ - � '(` I . I%EE SCI-III ON ��_ , ,� I - -- ---I I I � S4,11! 9 T 4D A � I , 01 I *__z I ; . I �v' li r- I; : t : I I I as. - p , % HII W.I� : : C LI - ! ; %-V"- IF , , c . I ! .I. M. � � I ­1 �! � ; : �. . ��:� � I "I 4AP't-L LENCI - F 1, I . I f � : t Sri 'SC -COOLS ! GIZI11j. I � � I f3i 4 1 I ­ I .,C : : _ ON SHEET 3 � 1 �, � I I I t- . I I 1. 1 ,.x=qp : I : I ,,, , --��- � � , : I o I % � It SFRAW "Oh : & , , I I . I I i I , GLASi I- : . .1 m 24 I +({ - AIN, S111TEI-4 I w�II X. ­C, . . U.. , , A StRA (sr I L SC--nUI ....-.. "14 � I , ; � i'm 'o, � '0,I ,,, CAAEL I t If 11 ON Swl 3T, i , � -1 (SEE SCHEDULE ON � ! `�� ..0.0% $"CER 1 4 i N : , � - - zo . I 510 f- 31 1 I .��. - so I " T Por I . PIN[,, I.EhiGIIH ,I , . I k. - "I " %, .- I - � , � StI mCHI`:) ,L I � I ami", � ,�� Ma LEN T., I : I -� I 11 rAd S"Of, 31 ; , I (SEE ICHit-CiLl: i - ON 5-CE, Si rxi!,�ic,_l or : I : SE.M. I , 1 I - 10 1 , :;�ITt�jl __ I I -1 GI :( SEE SC40LA.F I Dij I I � � ! I I � r i I I I I . A I - 50% •i - 1. , I I I I : i Or 'L' I �'.r 'I' . I 1. SHIM 3) 1 1 1 1 1 - I : It"L, Y I--- - : � - ) - . It MI X 1 I I 1 . ti I, SpArrp : : I - i � I 0 _,__� I - D - _",Gli, - : f %* 1 �4 It D , " I � I a 1. 'ii� It- I i 11 I 6 12 1/1 1.) ( . � g WIX : I I i7.7: :�__ I �,- -------- ) ; �� : I • . ! f" , , -=It � - _-:-_:t I I - CONCITTIE _i�:- , rI ro!"CRE'r, -NC-OK :­ z I - � II -, � -V, , .: L �.. ME SCIELIi'Ll ON , . ,1 !�� rSE1- SOIEDII ON - 3 1, , - -I---, I E ItIsTING "r P INC, ,� - , i . I . ,.Rcklr tri 2 "IS' tCJWr 0" A U.INLA, co"I I EDOL (A WAL. 04 SIAS St,t;E11- 0 7-tiI 10� SHIM- 9 11 4 1 1 9 REQUIRED � (AI.T 'CAD 11111N) .1 . SPACERS st A - / 4' 0 1 'ALTO I. � ;� I ',NC RM ,,I DCS,G�1* I DADS AND PANEL - LvWiiiil� POURED CC tkwv; po',Rup Cow -WIT, LENW�S PER Slim I . 6R CONCRETE: SI rOICRE" ANCHORS I �:;: 4ULORED CIA CONCAC W-DrIl . ­ . LOW A-IAMNUU SPACETI�- 6 ;WCIAR(C )2' OC (SEC TARLE #' tiN 'SCE SCHEDULE ON - � � - I '$A, �'2 'TA"I. 151111711S 9 "iRINI-1 It: - . SPat" 0 & 101 - CEILING AND ELQQR_MQ01M "I UL MOUNIING WALL MOUNTING ZOIRICIAD-0I W/SPACERS ft Oft 4t, 1 5 SECfION__.5 SECTION 6 ; SCAIS 3/5-1- --�. 3,1­ , 1:&o 3.,­** mQ1L FOR S3�_WION Of 'uncte- U0. - EDGE DETAWE �SEE SCHE;)LJLE ON TOP & BOTTOM MOUNTINI CM BIE 'i,-EVII 91 - T�L CO449INED IN ANT' WAY 10 SUIT Allry RNSITALLATION � ", .I"- lik A . ; �Lz; I � A ... ­ L , .� , , , , , , "L, ,lGENS,, ,...5? '% . FLORIDA BUILDING CODE (Nori Higt, Velocity HIT;rrLco�* Z­41 : - : __ 'J'M IN,I M. I I 'P 14 GAGE GALVANIZED STEEL S70RM PANEL � 9 • L__ * , � 11 . IT "I, I * : * i - STPJE OP. �' E!t—�_ - - - , __ ___ �1.1 �1'4 D A I 'o �,:� /5, _.... — 11 , 11LIECO.. L__ I-!-F' %! `M` 1 As C TILITH ."--_. --...-- . .. W,17,11TOV. � iGLDBAL PROTECTION PRODUCTS, LLC. .77 ' - .. I- ",mi I, - . � . � , , 10, e. . I . . . . . . I yL - k-4--litI -.= 1�­-Illx I. ,T,iP.I , ­ , ." CA"'L "L MI 20-175 I s" 15.,. .. ft,�)"­'V _,_� ;—i AT * =M -WITA to , rL F1QRiA - 0 .IV ,'#Nmqv&W ,v;iN,",n.n I ImAl I I Fn j- �i�__ I I -.1 , Cs �._ __ . I �. I 1; ; 111% ,it* � _:� - - - - -1.1 - I � _,E Z� I A- ­ ,�:O� - - - i � ,r .11� � I. I �.� I, '%I, :1�1 I I,, � I 6 , , -1 ­­ ,"r I , - 1, , �,'� , , , . fI ' ,,,� , - : - � I _t. .1 . 1 1 - ,I 0 I - i I , , 1,� . .,; , � , I I 1�1'T- hl�� WALL ?-I Its-4- I- - _ _ 4 '-' � . i'. - 5 I, ,,� A! i 11 -1 - __+ ­­ , : I_ ,,,�,,,,. ... gI, � � - - - ,IT �111 ,I MIAUADON I" ­ ­­ ' ­ ­"_iI:"1 ' "IP", I� III . � 7 1 1, , I . ,Iv I 1 11-­�!ET A6"_ktQ_UN]j.NQ ,`­� �` " ,�. AUERN�IAV_2L±� I -_ -' - " - ,, ,,,,� � �ji 4i ­11 IF' "I iil� i " 'IT IN.!��LARQV "' " :` ki`u I—. ­ � I __ � - I I T ,-,. ,, 7�"' �, ,, .1 r T. - A, F �,T ALIE - RNATiVE .1_' . ­ ­ .F V - _QIL - MQUNTING y � M.a- , LN51ALLAJ LQ N ,I- � - - -1 � F_'.DQ& Q_ : _j_'F"jhQ NOUNJIN I ­ I.; � , C ". - �, � 0 � ; , - t- �­ � __ ­ , INSTALUJ10tj ALTE" R I IN , AT A 4T' . .1 .. . . .� � �_ �_ _ . IT - - � I ,,1`1: 1­11t. I � �T ­ 1. __ . - , - IVE 3"W - - - .. 1. , LTERNAJI , I " i-- - ! � . I ­t- I -1 - I .. �. ;, �R,'�'A pj�_-.o,c CODE (Koh VA ;I H.riric­ 1: I — z - — . - , z � - - i _L nf_111 � ,,� . .1 .. ri - tt ­1 11 .r —_ = , I * = I j1) OA,,, GALrAWZID SItFA STORM PANEL 1 '�, '. _ pi., ,� :-.. " , �' , ­ 'Z . ­ � I ­ �.­ = - � = - - i - I I � �. i­ " I �-� ,--,;--, , - I ­, � , - - _ . --- - - --- - . - - - - I _­�, ECTION PRODUCTS. LLC.j �­ L s - , - '. T, , iGLOBAL PRDT � ­_ . MJE j "-44 LS kbM,':�, _ ;L�'j Q%c I A01RI I " " _4�, ,9- , I I L I E C 0 ,.� 1, ,A,� '. .. ",ACT i - , I - /. I , � _�( �, I.,".e 1­111 I., _ - -1 " 111"I. .­­­, -­ �� ­ -CONDMIDA-k-An" LOCAT ,-� ', I �,4, �,.,�, - A;. - ­ - ' ' - - I— ` "'-I I,- ___`T­ ­1 '­­ "r. 1 -"I t 7C -1, U ', _ . 11 1A.c1l�D11 -- - " � ,�: It,til It- •", -_ I ... 11I.WI "'.It_� . _.W;;;� � .:---Ll " - ..."'I 7 �, 'r r1w: R011- ---..::I , �­ -Im ­ � I. ".". ,-, - , -. -, - ttL.4.", t.�... __ -t- - _; L�"�'__.. - . - ___­­ - ­ ___ ��IL& - ;5URE RATING (p &ALAND CORRESRONDING -1 214 �*1/4. 3/4, 4/5. 5/5 & 6/5 I REGULAR STORM I P. MAXIMUM SINGLE PANEL �}} LENGTH . I , kNC,OP5 IS I �01EQ0LE O� I IWTIS- 2W/6. 3W/7 III 4W/7 FANWW�TALLATJQh_jNT0 PO 3 .AT I POURED TE-91".9- !� tim (t) -,- IT,,�,TTEU­,Eg. 'O J,,I� - N""_ - J ?#sWi...L SINGIL FAKL'%.�_ALSTAALNL"T_i?�CH - , IL- - - �� — -.--,- - - —_ I ", - I Q 0 1 Al IV DR 001104 [hk_w_TITj_1mQ(a ,)__A__1" _" DR �_ I � - __ ; - ___ - I . -_ - — - - - - _ D�W. , -11 � � - I I WiTH TRACN5 _j Q:- ,� * QJ1U_1_W&,VhTLD AT LiII LN=P* ­ 117 � 7 I 1 1.4,, 1 - - - - . � � - - - . . . I . I - --- ---- � .-I - -- � ! 1 I i ­­ A WWI PANEL . L ­� CENIt101H %-" ; 0 ­­ VII v L, ',,T" & ,,, , T I I L S., ITA PqT,sbJ14tif PRATING ,ITST,tILT,T,w. I .l,.r) t. iI, - H . L . I - It- .1 C, 0 I?--O' .- 12, C - TO C ! - !, -5, "I-9, � - 3.1 - W- III* - r�-- V - : i , 0 TO.- r. S-.* - ! - , -30 9 6* &-g* ! ; 500 9' ,- - 8­ i j � ss 0 I, , , o- I NU 0 1 j" , ,- I4,0 0-0, I—- i 70I " '. - - - 1-0. - - - - I 1,50 7'-3' 6._10. __ ",I, "-O-- I_- - x 6 0 9- 6 -7, sv_"0 6 9' TI, 00 0 6 3'. _., - - Iff, CT - 6 3' , 5 9' - - Ha - I -1. I - -5.0. - I MAXIMUM PANEL LENGTH .. L+'" OR 11 L-' lf# ) 0 lAwwUm 4 5 C. kCrE I, - '. 'lt 400-, DESQ, PTIOLS"JITt 9I -.9!A, _A11:1- t �­,) (I .. - - L+ L- X0 4� ,2 O' ;15 0 Iv7 ­ ': - 7. Y, c I ,'-a* I - - , -?- _ _ - : - - A--C - - , - - 9 - e, . -- - ; -2, - - 45 0 - 9 '" 0 -,,- 11 p -I- r -.1, _SC , ", . -g- - & I o 0' , -3* 63 TT &, - ?, 2. 1!I P , -.?- 6­6 - � iI I.-C. - 6__�' - SIGN 6 .0, A - ?, - 71 0 6 I- - ," ? �T, i 4 - II - I. � -I' - I r.. T' F - I' S .- - - I 1;9t - ­­w P-r, ._[,-,-,. I .I SaT , 17Z ­T, ,PtT7, o, , � - __ . . 1_,,TSTRF.,TID. ­SIil­T.1 .:.I!_'nf.I -,(S'i,kT,r: r. G, -Es- - f I ­_ -_ - -Ime-. .,-' 1m, - - ___ 1,- - - - -, - _ - I I - ______j --,----- Lill 0 � - - I . T"'. , - .I. ;F.­�, --Ill - TOP C�� f " ­1z, -_ ,� _', �,A­ ­', -IT . - -F BOTTOM ___ �W_i ,� I ."S" .-_E-5�� �_ I - -­ ­-----_ , � - ,, � - Cy.w C, mc,N, � - I � - - - - - 't " - � _��' ­ ­ __ 'I TFACI, ,. I '� I" S III 'r FAC. AANI ­ '14 it, W_ CLCS�iIILS 1 __ - 61 - - �` - III -,5u1f-,9­TlI (14 RI- - I'- 1'41 - WIT ,Q1".f5_ __ ___ 1,8') 1 3) , ,l 'I ' - I I 1 � :; 2 t- - - - , 4_- _ ____ I , I - - __1._­_1___..1 I. . I 1 " 1!tr . 1 I ,44r ',- - - - - - - - - - - i ` ­bI TK 1ATTE1, .WLTEz Imf.S -1640_20.�* � _�E ", z EICE ­C`415 AS 5 S M 5, BOLT 0 EA (WrILLAP . AP",1CA5! I i5a SF'M?iI AS APPLICABLE) � . $ , I � : I I 1, ; I I - - D.M. t,3') ,14 j. - " - . - , . - - 0 I __ __ -, 1 '.I � _=z9. . ,., 4 �, . - FC,i� �� ­_ i-=,-- �) 1- --- Ij : 4, , ,ii� ----' - 3' U,� , - '. ." I "' " MIN i 2 r'4 _*1/4, 3/4, 4/5, 5 / 1 WIS, 7W/6. 3W/7 & 4W/7 REGULAR( _LA� Ii,IIEIRA! T4, -EiLDI I U.,t i_­ ­_.�; - 1—- - - - . t � I I . - --/' - -`A1 _- �/ - % - ___1 __ \ . \_ " K�1,� --\-__/—,R, W I __ 1 �_ I SECTION A -A : 1 , N 11 1. ­ ___ ' '14;3. ; ,j " -I-. A--,*,,, E PANEL LfI•�­ 'Art, , 06� PICS.T11IT � S D DCSO� , - I - ..., N­-Asu 1API LENGT� -0 A W, NVATIT A S D DFIiiC, iLOC . w f t4 Z',IRIE `1 TICTERN.411 wAx.,v .A__ LL - NCTH If", TI AS � ces" I'ATY DICIFFI MAINLY LENCF. '..' IV-. 14,4I � I ­ I NL,A'T,IT ANI NPRII L00I OC7TT`tVNC UI PANEL ,EMI Ti- ­w -c-TTITAT I `­ ,AA IIIAW ALLOIU-4kt PANEL tEl��H !S F'�I,k ID THE Iah&Wy Tt'PTI00,101I PARR, LITNI "t-.1f. 'T" AM 'L-'. I I T E " - DID - 'UP - F_F_ I . T A'41 C �-,-L';OITN - - ----- - __� _Z,� - --- I � 'f �,I", ,i �i .wr, .t,TC A*f ,_�-m vj - 05 , ., wI,, ,, Sp wrc," mvism,ITC ,-_",�, , - - ­­ ---.----.-- - --- ____­..._­.. --- A,, ♦7 .1 iT. I * � FOR uxk A � C) �"16N _W; 4 - ­0 II 11'ri .4�,`,,l L I, 91. v- I- 6 ,,, IT 1 �11111�11.11` -F-I -- . - � _---______-__..__�_,-_ I•11 , . , .� � - , ., `i- FLORIDA BUILDING CODE (Ncr High VI MurrIzon. Z­) .,LEI , z . fI _­­ � 11.1;13 11-11 .1 - __:�,,_ - � 4.111g- � 1 24 WE CALVANIZED STEEL STORM PA � � , � -7. ri, I . : _____ -_ - I i- - ------.-------.--- ____ - - . I . . I z - � � * z - I -, DUCTS, LLC.( """" - I - - � 1.�_4 - _ � I I I L I E C 0 , . c I ; 71, . I - - I �� ��t,_ , --.----. .---- _,_ -4" ." � " ,. ­� �w _11%T. r V -1 -,"="- � I 0 !, AV— , TAW• , 11 . 20- I 75 1 - � , - I_ .- .- V� _1 I ". ,,.,,-, It ........ wAl"I ­­11"IT _!t, ,` �1, I � i �_= --- ��_,W I : I-- - _____ - I licl-IDL ­ I 1­1 . I 11 ------ ��T__.­_ ­ - - I Sl`iW 3 c, ,1 - - — INSTALLATION DETAILS _F0_R REGULAR _�/A- FANE:_ ' INTO WOOD 5TRVICTLIKS I I I __ __ - I ; SEP-l'Ar." � � � , _�-*­ I 1 'D GLASS p I :_ t'_I W-COULL � : I i!;-I L�,, "f- * I I .3 I :�`_'_;" I rt. SHEET 15) ) I t ,,�• wa�o -A - I i , - A, '. .,. V-.- .-I A - I , , , ! ­ - i � ! - - I i . JI - ; I I I , "'I ", , I - i , I,-, .- L I . -1 I kx1TTT`jL_: I 11� 1 �-� I F`A, I 21 .r�,T, ­� ­ I - - Vf_ T ; rat( I : I (S.1t, I I , � � 'I'l- � T, I I 71 i � I I . CA SH ; I ' 7�T7-q-,62�t_= "I ,IFF. "I �1 ­ I . I I �4zrltx_ . -_ 7� ,-, . � r" I f I ; I I 10% sp� 04 - , I - _-] I I I �_ ., I _I- , I I � - I I � ,,,� I � -- � � I . 11 In'.1111. -1 � �_ �-f ITF IT YAX IAJ_ " - I.-: , � I— I �I'j � f � , ,,, ,, I ; r. z - - - - - - - i ! I LG:. � ! I � L � I I � C., I 112� ­ .,I -- ­­1 --- � I - t I - i � ____ rJ7_1 � . � � I ... l mAx I.O.'r NruwI SPACCV, a 12 1, I I I - - I I I . I I , ,C (SEE TABLE #I ON 7!.rrl I i I - - 1 � �m i I I � � , S '40I M'Dw I, -1 - ­ T, � IINA�`,K� ; . VA. I . 1. : 11 I -, I tEE ,� I /2, CO SL am L_ 11) I'ItASN -A I E IIANI L 1,11-,', t - i S-o% I I i NT � � � C�klr I isl . , I 11f, ',�.II711A I oN ­%! T �) I , :1 3 I 1 . 'I 11! ­w , Ill __� F I I WAIT, 't.,tLE L C, -;I I I .,--- . ON �i,t I 1 . ILLS SSG S,CPC,n.l� E ON RIIEL- I -I I . I . - E -1. .A 1 L F0 ; f 1 I I I I - TP - - I I : - - - _,�! ­- - ; ­_ -_ f .1 .1 . I I -, ,, e, -'T'C . it W � ; I *: I - -, .1 . - -- r_­ � -'! - - � ,, 1,r"r ,,, I I ? : " - : ;, I DiRFS,T MOUffl WZ SPACER__5A I - I I ALTERS_kTL)I 77111 r I I I 15A i F­ I . - �� I I -1 . - �_`l � � I 15 7L I I __ - , �j t I I III I _1 - _. r- ! � �. 1�' I 1;1 11 � . 2 . . I - I , � * * hQJL , I I , ` ,­T I I I , ! ,vC,-0:-, � ;zxw� __ I r . I-111 _1_A­ _. � � i_7__xpv A, � I I - , , F7uJ , I �_ - I II� ��,,,,,,� , t �IN sp�C- W -1 RE I I ,W* IOW I. �� -_ i ! 1 , I I . - 11 I I I I .S�APII 11 LAWITO TO A ONE VA" ft,ftlwl lffl� W-0' - ' A I 1 (4, +WQ7_1 - -EAH "I -iI CINIS e RENTRICTIGN IROM ANY I ,r,,0,,,--,K ­0�1 I ; i li"10I low 0.0"'I tII ith 1"UT `1I — . cit TIT.-C��` W' ;ill�. I *sz C S�41"`E IJI � - VINIANCIN "I � _�Atp i.krl 3 .1 IF RIVI TI/ I Air ­q 14 714 IoU.00�c cc.rFI ARC I �.T'. ,,,�, "' I I :_� f "', !­ t7, wi.m Iioimc oft viu,mwv " Ip� UPiC CDI I^ W 1_11 .1 A,K) �, at s"'m _. IT t : -.1 - 17 �­ �_�Vi ,I'TH (THIS 5 .E*EST*c,GN CII ,7 'Tt, I', W� _ ITA .IIT , _. J!sD 0tN`iA, ri�lTSSUiIf S"C" I RATII 15 •w. -.6 .., I " WAX .1 ZU4E PAU+LLIw­ . ­_­ III 14' AT - DK,.•IL I 721 - II I.W. Lf-�- . ". WALL h10_QNJ1h_�_-'_Q1RE0_kQVN1 Cr6 6 A 00STFoliQi, Fleill LAIII NI CC�F,t ALTlRI 0 �MALL SNE11 , 1) WA"_M.QQW1K0 .1, M- P L IFFI-n0h - -I ALTERKATI!III "CI %;, (.: , .;7, -m -okvo, INC 1I 5NN.L BE .s .DcAm ok - :12- ALTMLAT I W � - um"IND tI IttAw - � I .,z I II- . S141 01STI- Of 10I VAGO' 4A ITS OKI A 'Ill III W.0 I it AW 3 AS W11100 W AI WL - 1:1e I,,.,- ,I et"Au,"CON .., �, " - ft vAto'll"' AN. w zm I%v WTTI *1 ,TIEFICRcu, I- 1 I&�`; owe 70w; I I A, 3 PER QnU I , "P- ....... ..� 4" 1 ,'..... I,�VA I 'I:. - . " *­'.�', � vNCEk " , � "I'll 1. FLORIDA BUILDING CODI (Nan Hi At V.0 - ,I T 7 I I - . , N, I p,_ LA I 1,1, A I I' IN I I ,, , I I Pi MA z . IAN, tl,110 Ai. " , : E - L ' � � :t �4 GAGE �GALVANIZED STFFL STORM PANEL . r %� .r A' 2 � . ! j _' "`��'�"`LjJR_ of "E�5 I OF""GA.' PI'L�,5'­Ip�r I Ip't I) I = III - _ .. . . � �� ­_ 1I� 7 i , 1�� ­ .� '' jI .-,. � As ­ ,>, HrLriijIij., C,, 5Hrrl 3 i5xr­E�-T rop . I i-I - -, - - . - '1�__A,*.j_ ­ , f "")"I"I i - - 1 1 1 4VIt 1_­F1_TE �A i '- " , :;, TE � ---.--- . - 17LIlECONPOC , GLOBAL PROTECTION PRODUCTS, LI.C., I t" � 'i 'IJI �,OA-,� _ - � ­_____ --.----.-,-, , T$. Tt� ­_� _-tF__.__ . ; -Z 141�,A .,1-,C vl;'Ikl� DW 11 -o"'I 1� vq�,__ I I I- 11, TIL,I* TT­3nI * E-01-".� CI)NI­­ - "-" L �- I ,?'OI I , �-,, - 4.- -_- .!�. _E Tr ­7 -,* 11 11, ".,.,_ .,T � - 1._._-,_.._._.,.�_ ': 5[ SrO�J,Hi�N ;'IN- ,,, ,,�,,�'­ L, 0, _1 ­ .,� � ­_­ ­1 1­ .,,x i 20- I 75 ,, �i "A , P� r', , L - - . r. ;t 6I S _ c , .'_ "I - -_ — 7_1_. .W T - _P_�, - I P_ - - I - , -,A, : -_ -1 __ Ef NIE t1-Y CIA 0 -,,, Op E ". " I I I I . L 71 mm"', - _ _�� � . III � -L'II. . 11.1 . -� � - i - ­ 3 "-. -'p.m - Tt, ift ; ri,PI _ # ­67 , t - . . � . - — ��.1L1__a"L-.W._;.C14.L`N L �' AL-L-,I-46"� �STrrhw jL&L,_1), i 0 i,Q _A151ING PI �Puv K. ClAiLrIlk-:�-AL� ­ L 11 "Ill .1� '-;, I,­,,:� T,'It• 0111 ,­llil ,PC O� 1AS Lett, 0 WIFTI FOR IC1QV,ANI7I T, �uf -,�`IIAW__E "R" -*N- ; I's INK IN ANC TIC10I A-- WANICI A��IUIRIELI 91 I I IF BULL, 1, 1�. *11"H I t "CliCT -'IN L�`Kdl,, Or 1141 (L�"Pg�A 6LILLTN�, 10(X 14TS SIORM PAMI ��kt N(A �I( "ISTAL-Li Ir Hkt,�, ,I. 0'4 - I T PANCLUATE FEMALE C AND, 0ANELUATE n-Lr ANCISDI AS UANOFAL".Tia) Br� ELCO t. TJNI=LTI POIN"IC 15 1TL,x"tT1 WvIiiincmt Z31*fs (m4A,W-,­IACiE 't ORT)INI MJW'ES), . 1,'4'v LAC 9C REVIS ✓Eji N r a T,FSkGN ­,r _C1 D, --rjA05 SHAD', FA PETIrPlitINEF AD FICA SECT 1600 01 '11t A4011 MEIJ�Orifj:t ,:(Kk 10- A J,"C .AC •iV Ik;^* � 5/8' AI RI ASI O`5_-R,T9J1En By ALI AW Tt:" ,GL7 & ,Ftrwyr -c ST-Lot As 4E�,,,,NED EST I.E. ,upT�,G,f,'WKp4 WHIEFF 51CIR. CSIII 91 N$TAI-jill, 00 1-3q A C1PEC7;DkAj"ry IAMIR I -I,, S5, ,5Nr ASkk r- 115 ANU, SmI NU EvCCEIL, I-C MA Mjm f-.S I., ) OESKk FRLSIS,,W RAI 1041DICAILD ON GHEC7'5 C I .NiII THREADED IILNLTFVIKVI Nry ACK-C AF PAPTCON ANCNOI StIALL EIE * 1,'7' All 7- FSF ELLC PANELIMTt PI.LV 3 v n4poi " a I 1 -III NO PAWLUALL 0(MALE 10 I TER Ti-FITIFITt fTIL AI CONDITION. UL11I OCSIC4 III L54 - CM Sr 'A .a b6ikNEU PER A .E '-If �ItALI K T_ ST I rAC'n -171�I- '_ ASL -IC741,N -IS%.'Rt RAVING .rl UULTW-_I1JNG 1IT,CM ITT C E IN 19I TO 1:OIJnNPC 1IFEU W/ ,,,A) rASE). ; C 1. MNWUU t4READEE nCRETILArION, C1` LAC St." We) nIf WI rR49 VW SHALL BE ' 1,12' NO TIIJC€NEki �,- ri,-ts 't'- IIIAINCS NoicAlIED ON WEill 3. 9 1`141, 121 & 17, Ill PIIFIPAULlh NTO 57,JCCC SHA,i_ Of CD.SIDEPTED 4! P^r C.F NIE PEOL,,RM Ti,eJEAM, -4ENCTRIII 1. .FL -ER 'O AR.rN !-I MCI1011 JN I-% P E D -5 TV7111M ItERT WIT CITQ STRESSED. A 33M INCREASE N A- •�*ABLL 5TW_fV-- F-CA VAW LCIA;)5 IVAS tfin 1JSU -14 WAR AIMIU-S, FAST�tWRST SJI '�, *1JOU HAS BFck Di-FTPUI I- r •!' U04INLOd EDGE DIST41II OF L46 SC`IEW, INIQ *OG-J SHALL LE AS N�VCAIECI �- 'AS DITAIIING `tCf71F`_11ANCi W-11, *,D5 ;m:b 5­ P­, 5 KAQ.xf F(AC 4APAL' AI WI AE-,,A7Ak,iE .AS SaN VCWIED N AC-�OREII Win 1ACTICt, 1&051 1 �. CA C.41 WWLPM PENCITRA11014 OF AOM �WING S'ML_' OF 5/0' I:N' 0- 2" SCREWS USLt! 5i,AU BE I 1,'Z_ ,-.0 WNWU. r; A---r,l- 'NEL I "Of IS 1'1�1 AJAC-TI 'ESTLAS IC: 'S?vI­ FLORID(.PE"CtIZ71, W,140­01 MO r211102-N- < ' SHOvif, .ffL,rC1 E)WT. W - WLVL�14 FITIR WI Ov� W SPIK10 ��N`7,1 SSI . S9 & -SITU E 530-02 STANDARDS, PINLI "PirAN 14791MG -_Adi SCOArK FLC,kT WCAURI jY1!73%J­C, � -ER I TAA �, At* TAS-203 PW,!rI ANC A. KR I'ALCIIII WWORUI IN A',09DAWA ill/ I.Cry'A`4 'DOA OF THE - WO(!CI "RECAST (ONCRM ,U,r.LS. STUCfM OR, I SOAPOS II FDI,"O �)N 1-4E EITI , 5! Q. �,� .0 ,..I PRCC,61 STONE. "o. av C.I­ II. WI k4I Sk*� SE LONG ENOUGH tC REACH TITIT MAW&TALCTURE BFHI ik;Cm TANELS ANII SW; HE AS %-FSViOhrD IN C 1) I Zj A C0 ,NUUTfI ItTITWISICAT" IL Fit 1,063-16 AUL, --t- l(utt(- (i,P,W,1 Ol-EATI NC111"DI SEE SlIff"T I TVi ANCHOR', -10L F* WMAIIIIE -XIVIi9.1 ALL iTT THE WECOMWtNIQATIONS AJI 5PIEZ­_AI�_A^ '!* INC AW_vI� MANUFALTUT, 4jl,N,W S,HjFI III USLIT AT LIT7le-RIFS SH4,1 HAVE 3105-PIA AILOY e ITMELS UAV ALSO BE WS-ALLILD �OPIZOI �fikj,­r NSTKLATW" DIFI.L� C'"it, Q, 'IiECTIiiS - T�ACV­ ': iAH,E?7 4 - 1 ,i, ,In.,. Wrr META PAWLS YWl 1AVE iTlItKnJRw 0QAtrrY ?1W A!7M ­6tl �,RAOI U WCL MINV.. OU GALIANiZED ' TI-RIGUI,> 5) FXCFF` TWl IrCACCRSQ A@ 5hk,T #,III RE .I I : I I - I , L., Dt'_115W 110i", *)'h _- 12 2 .,, (A, II P ;I 5, I SK04t ar (4 prSIN)"SlIBI OF INC I,O%llPACIi)R TO V;_.RlC 114[ SC0,00DWES'S. ITIF THE 77PkICTILItil WHERE SHITILA I. ,: BE A"ACHM %, III PKIPER ARCIIOAAGI 1`1�071 -�U`TIFF SILAIL ONO BE ATTACHED T�, 'UNCIlM 9I DA II FRAM[ I 4L SEW-*', T ITT ST64LES; 111­11 10, ,,A .`%�(, Aigi SN,ES OF CTORDW,st FICSf$'A"T WATEI; CARBON 5ritkIL M P­ CAN � mo.f,w- 500 I � #I SOL 61i, YIE_�' 5-MWJi. ANO 4C k*N TENSILL SMENCTH AM �MAI_L CCIWIT I W1 1 QP")A ROIL 119C LCILTE 5ECTiW ", ,• T , tV EACt, RWJIAR S1C4bA PANE. WTI, IIENGTIIIS- OvFR 9*' At PER U.CTIOW, I 2, 4 $ f �I,) rLTENOTAMIES iw, J* & 4w 2N - _WLrr,, .. 5 It, A I RESKII SHALL HAVE A L:C�� WE, R,I ASI. 140I NM1cQT­.TWC*1FEF 04 rENANT TO � at � �5TM A-T GftVM41ft, Iij'[E1 ,�04 OR ASj SERIES S,ANLESS SI.rt. WAI,4 M ,,. 41,Itm,�Iil ITELL) ,jffEhqC1,V ,�,�_I� TttT HO SECLPc PLAIII On- APP_XAWf RFJNfCRCEktE%T DURING, 6N`R1I OF ITURACAPIC WARN*,T` I . ."I"PrIl - 'A. SH&L BE -� FOIJITS It TkF ��,rk�ALIQN ,014-ACTOR � TO SlI k� S-VII,P _'(LV01.WfN1 FIIGCS ­,, AEOM-i ,N I'UNFIIII(V'3 CW*,I In"I ! ! TINEeJl1COit4C 10 PREVENT Wt%/kNN TNTkUSK)h I I 112, � .1 I Awm. tv4QWE - I LOEX, ch'. TAJ;:�G?4 MCHORS AS mAITLW-i7I.1R1.p CITY i ; v aLd (­ IF- !i,92 IT ­ I ?2 Sr _ALLAI SHALL COWPt� "TH 5PF`5 Nt,'CAr -1 I 'r CI --NEI INS - to t" f"'451 um;.k*"G pq_42� ANT E?L-1L:"h11 441 11�1"W. a- IJUI i . I,- , . ".O. - - , CALK-14 ANK_mV,", AS UAAU(ACTUR-�, Be'Eti' IWWW 44C LIKILID 01 lik ,kIRISMIKA W"LRIL "I F AI LEI TO I 4'#, .�3,'4' SOLID -Sri Aw,TICAS, AS CiSIRIHILFTtz RI N� PW, !-Cprllr 9W it SPI CO I � ­ , A.QC r,,.J .1 T4�� OftS PRODUCT LVAUAIION V,OCUNI kr: UP ; FOU40WL 9- TTITS ENGWIEZIP ,S ,7.14CI k1L C,C�_- I,- PitiW.CA Wt'*AIAAilll�. I i-III LAOU FVhAkif 0 k VAhCLMArE PLUS 44I AS k."ACIAED 31 EILQ CCNS'RL,C11LW PAODVICIS. " A %T[ jr�r':IPIC I`�C'. ,,, -,EFE 'K Sr'[ CONOUPAS OLWT1 r" -.E PC C, , ,= - 4 . � I NI MC�Q*t AS 1AW1FACrJRED erf XWALT. 4-1 Ib: `:CINTFWTOk IL, K RIEWIMSII FOR TW_ SIL_C1:T­.,, t1JR`-HAS17L AND NSfALIA1.01 W�L:Qll/F- ,JF- SAY,-, Z$ TII _-1 FI (ATT,HS P E Ci PRMIDEO Hf eStl BOtS 401 DERAIL rPOV PHE CONIAIFONS Dc'.&Jt 21 T-1 LKCILMI ' I; WINAOU. EMKWENT '31 IAPIC�Ilti APLI INTOPCPjkE-_- 0--t-RCTEE SHAD, af t 3/1'. 2- ISQ C-0 PAK""'L AITIL� CONSTPLA ION WEIv AT S'Tt tS TAE CONTRACTOR'S PESPCNIIII . -"*' rc� :}(IANon-P."C'"s � k ) T­FS Pwjo, ,,� rvAL ,;ATION DOI N: MI of roti$"AIED M-r, ,F WaD fit r kl. CAL­N IF SDLII Awr,,,R- SHALL of EMWMCD 1/8* w1u THE POjwI c0owlifTy NO -MBEOMCNI "'to 0- ,�_ ,-3NC WNINUM SHWLD 5TVCCC L=NI4 C.ID ;HAS.. W 0I RlArk(l 1/4- 0 -:!O SCREW;. USED a I BE I I / (dl 97 SPECIFIC PF`041�'A .`,I� % BL FIFIEFAIPE'D In A FI URPW ;rE.,1111II FliGtNE17IR OF AR�HsTi 57- *4��,,, W,1_1 3f!A . OW T,q � AN I- -%,Aim ruk wAU1, WITH 40 ST­I 410 MAT RE ICADIEU VffW- OR -'LL r"RDDELI SCRE*S •/I II � -'*C,R.ELR IFT FI (k Q k y 0 *R THE 1;I -Ki Ir"O 6,.1 BE RE 10" YOU VL* T., , II AIJI OANC AIIIY1 -QQPEq II 0; THE P E. E E1,;QWEFF CA FECOITEE, AI Is A 014ILW ILL ENGINCER 1_� TiTt , PED . - . ' A�1) .4 ;1_AA 'IAt FHF�:A%l 5'O?rC PRti!.A.T,f CONICRETTL FAHUTS, PT,,,,IERI $TEjDTQ Olk WOOO EGAII W FOU.1) a.. W LAT"IFIC, WALL Qk WYCA. AW,ItK'Jii SkAii RL zij.0 E,§Clufto III 0I ".1 MAIN ST-vmFIC KT,,N0 10t;r, PANI I,) r-415 P L :, 741ALL tot^iI TPL LA'A A00 Itkit,',Wk SEAL AND ,,K!i1WiCkTP TIIE 4rt,j1b:A-5;,.11Ax ANC(PAGE 5.k, Pf AS VENIA"C' 011 911 AND IN, A21 C%I 0; ztLLONO IW:T ,imPARIC, IT , R! A: .- r,Qh4NZ1 i:­Xx._R�;,L h5'ItILL-A t A S"U"Ck 106TIUrICITURCIP! WAI SHAD BE LOI 04 A RIEAi(LP w[9kE LOCATiON Al >Toqv __"�T'11 - "I' TAPrIaN &11rNCWS AS MAhIIFAC1iJREW III r- Eft � T -10C PAMI W.TTER AN ACCOPDAWC WITITI SC-TION t 709 9 2 OF "LOAVA 51.11LD"Ir CZ0C ONE LABEL - � I '. . Z/a' MCHOP". A� UA4UFACTL,I H,t M*ALI 10C : PLACED SKULL BE FOR EVER* OPENIC LABELING In-'OUPL, III SECTION 1 T09 9 3 OI MI( . ,ALK-RI - � -. - , - sFcqI.A II & SPJE�I�L I I !/C SOL It, - 'A &I 4 0I5Tp,!3u,EC Er, � PON " 1�3 r,ORI E1,JILDIII C-DEIL - ;11",4 . PANE _LPIED _. _­'rp,�CrrI 4W. r ­WtUAIL ITNIALIT it; AND � LLAOATE FTLIJS ANCHOR' AS MAI -- FL(. 1. t"AMMIllift"', 1, t. - . 'A"L '. % - , ,0j_ mKtwC*5, AS v&.kwAC_.1jlI Ely DEWALT ­ p,11 I ,�tik A, T/Z_ .1. � Q'I ..... . I _... T4 I --I-,- 1-1`0I '- TAI ANCHORS, rL'O CL-IN't-WiCS 14C ZAN-C I,IAL-t, A,11-�DP "'O 7­ E OCEN _. 0:��!� jtc-�, ,.? -1, ... I .I*i tEik - . I., �� e, .! ,LCRIDA BUILDING CODE (14" High, III icons 20,0) HOPS $HA" EPE CmExoom */0', - . - : = IT .'! RICE I, 1, �x I ',E- ANC ',11� 1< 1�,Witlm 9I uite 4D ,4 - Vl� I.- I BE IIENACIII t /4' ­20 5CR`s5 ��CC' 5-LL aE ' '/2' Lo%16 At.1.1V �­nL, I, ;-.." * --k*-I .T44"i 14 ecr, - ! 24 GAGE GALVANIZED STEEL S709M PANEL --------- - ____ - --- 11 C�`­ w - Ixt, AW � &d1=U'W 'CC "LS itn"I NO -TUCCO 1 ,.g L. STATE: F . I I 11LIECO.., :GLOBAL PROTECTION PRODUCTS, LLC. �, `�, % J, . 0� �AAF "It^1 FRU AN' YTCINL. 511 PRr:CAS- COIrP,-, PIXNT1S, 5nI ',F, BOCIZ, SCASIDS BE II L-"I FiI *-LL ANI STIALI 61 LONC fN(,,'.',rR4 TC, AII 74t "AIN Ti-PlylUni RENMU SIL.�-.,. ITZ . S'.. , 7 �. ..-. . . A.�',_ � NO v , " �. L., _.�, "'I & 4� � I - 5 -1. - IF W. - __ " I— ­­ -_ , !�,!'�I: _T, ___ �_ ;L;i7_i­­ IAO, 4GRACE 5HAL1 ff AS 1AChKkF' D I% 8 *) 1,14) IN 0 2) ,,,,, S / 0 ii A IL I! �III '4' ---:— ­ . - ­ ,� -'. - it_�, - I— _7_.W_11 � N. ........ . I 011 � r ...'� m 11, 'It I" A "I. . . , _. - -_ — , � __;_ A; --i - 1-1 I se is �.... - INSTALLATION DETAILS FOR REGULAR PANEL 1- INTO POURED_ CONCRETE OR CONCRETE -K0 K_S1Rv_C_Tvm -C. QxSTING POURED LTjW_RETC CA'S'"W, POII COI OR COuCRM BLOCS OR CONCRITIF BI ;., -r,T_Tj ,,CL,<., � �i_'IVI . . " ; "COUIPEC, _ "� CONCRETE ANC.30S I SIIF i"r,iI ILI 11I t (SEF SCHEDIAS ON , A - FWMINQ W;0I ,�,S 9 rI1IiIII,I,1,1 � 1� T 2; Sk'FCS 9 INRQI 10, - ! 2 .1 I . CONCRICTI Or, ­ � 4 1� � I - C01I I C II �,31 1,`.*.-z.1' �, --- REW"I v �Vv I L-22 I 1 W ,e ­f I Um, I !1�` A, lic -$ - , 1-1 m I ­ �:: = MAX ' I ` 7 1�00404!t _CHT:14m � I ..--.-,.--I I,- ­_I� (SCT ".EXLE ON I I 1�-, I tLI : ILD ii-a-ri 9 THROUGH '0A I: It Ito! 1 L . : L I - -_ - � : : I I "T '' r : ,- I I .� , EC - : I , IL -­ ll. f ; : ; L. : I _1 I I 11 - _ - t__ I - - ; , "`�a,� '. -a:. I ,;;�,,EN I I 'I .. . ­0 i7� fin .= . �q J, 11 T, I I ,j j 1 1 trel, � : (" - NHL, supmull" . : 11 ROC , I *0 UVISI I tux Aw .m : uy� DAR 74n, ; I 9 I Sotfout ""' Tile" "' - ' i I.-ST F �SIIE C -1 Lt : I W ON SHM 3) 0 ; I , L "I ". SEE SCH17DI I I QAT S.L�. 3' 1 1 ! = -I' � ME scwj , 0 jW1 WAI 'L, W., I , eAhll t E NG •T I � I . � i 'L, lft, ON SlT(�. 3 PAN I liwiI, --I(Stz SCHE_O,yLr : P-NNEIr -ENGI- I i j, ! ! a I [SEE , I TO Cl ASS : I I cowilm ANCHORS It . 1 4 � I I � I Isti: SCHECTULt I , I - - SEE SCHII I 3) t, I, 11 !SEE ;C�Ell,,,LE ON I I - ON S"CE", 31 � I Fr r -)N SHEET 3� , �I,U_M 9 ,~,. I t" ; I : ; ; I I r I I 5ox ExTiTIt-0 ; j L i- I - i f - or V i3k_AS� I 0ST,sc; i i , `H , 1 i MAY - : f - 5m LAE-� I I j. � 11 � V I I 9 Of 'I' . .1 . r , , I L I t(I � 1 '4�:� .L. I r MAY I t , - J*, I i . : : - I, I _i __ � I I 7� 1 IT r'. 1 I 4 - � I I ; ; I - '. I t - L .____._3 i I . .OuREO I I I ` 15, 4= , I _I_, - - - 11 E�Sl,w, . �_ 1 , It 5A I I 11: - - COKRM CA, .1, : Co I i i /2- , r I �V� tam ..." HI CONCRETE JI _­1 I I 11 CONCRUT ANCHORS I �, 1 IF— -"-,. 4* SUI K. tint, ___ I It I I, I , I 0-RI �s .� ./,*� RECaRED , I r (SEE SCHEIDULE C* . t ! i-O I -II.L. - - . - , r , "­ i Rj - .* ­ - 0 ') ..-. of _ SHEERS 9 --wo'n. 10; i I . T. ALTERWIT I I W/o Owir LoNIN Sajo I . - FIN JI I t JG LOCAI,0N SET A, Ck K JIRf I � 4 AK ,mv ..:1 CH% RNI UM104C POOMD -_-K-_ - W_RMIT PAKELMATES"/ DR CONCRETE FILOTI Ail FRNA 7C :O C30.171I POI CONCRETE CCINCREITY .1411,01"s w vWO ..CED ARC -IRS OR CONCtI BLOCK 111YOUMED SIAGOERED W/ STUD (5fr SCHfb,j_E ON ma SC"EDLft F 0% I S.__­S 9 _-RI W, :' HEELS 9 TMRI 101 II I UQ TING WALLA00TAN5 WALL _m.Q-VRTjh,Q._,/_ _iiftECL_MOUNT SECTiQ?-q -2 2ECIMm- 3 SCILE 1/6.I* F,LATIE 3/F. - - ICAk 1°6- " ,00.01 ... .... 6, "I i A. It Z/,."', , .. .,. �\E, "s"'.2 , " � , * . E , FLORIDA BUILDING Cna IN- High VeI Hu"icume Zone) e,- ' . i%?iiW1 ilillm ,� =Z :: d0.4416 7 .*. - = 24 D"­ : * i , z - -_ . GAGE GALVANIM STEEL STORM PANEL � " In I ir * . * - ___ __ __ - ­ - - --- C D. - EDGE DISTANCE NUTL -M -CQM Q1iATIQ1i_QF_ $ECITIVIN5 - � - _r - DUCTS, LLC.! *""*' S _51,'. STAIE 0�� , 2t'<_-* �- - " IIILIECO.mic GLOBAL PROTECTION PRO I iAq �SEIT SCHEDULE ON TOP & BOTTOM MOUN­ING� CAN .31 iIr � �____ - T,,Nili I. S, S_- I - �� 0��-. . I � ;N AN" WAY 70 S�;ri AN, .,IoRmo, -A " "LIn"I & D..I .IIi....., L1_­ 20-175 ii"EETS 9 & 10� COMBINED "N' q,_. , .---r, F-1 � , = - . ___ .. � ", ) INSTALLATION , ,:N, , ,,, ,W �, -r- ,-.I-.- - 1-.1.1". 'i, .­ -.1 - �_,­­ : I_ ___ 11I 7 /0 _C.�'. (A -I Nt, 11�_r_,_, M, MT - - n_��_I_I - _n1 ip�, lw�, 17 __T , I � . . itteri It ilF ill 1� - -- -_ - I I I j iN-$�IALLA-11-0-N-DETAILS —TOR- -.U&VIAR--PANEL I I M—WOO-D - A .r, titt".1 Lmlw. WOOD . . ALTTAWIE LET, LOCA7000, BE" FrOUIRTED STRUCTURAL ADEOI OF EXISTING WOOD __,I SEW TO BE CERCI By - ,jz - Ez - REC4S"ErIED ENEUNEER OR . I I I I I 6 ARC "TiECT PRIOR TO SHUrLR *IV-LIATION 90= ANCHM ALT04.0A W" ANCHORS I_ __ - ___4 - " IA. - (SCE SC--LDI ON (SEE lsc�vxxf. ON . � 4W No -ti.EW ,*AD � - 0 -_ CIO - .L. r'" Go -­L_ SHEET I 1) SkI I 0 I 11 11 ,It I � .,..OIAZV . ;,N" as .4 ./ ,iv, j. ,/2. 0 vj ./2, ot � � .., I I - f;.. __ ... 11 wY I I *%O m R REWIRED _ � jr'­Za­U­r1_ _ , - -_ - , 4 R - i Exr.11l,� l�' , CLASS A �2 : I I I 1. .'_20,1' � -W HLxI, Ilitin al.. I . I 01I AWIPIONS ;- I i � . . . 1/4' 01 imp, ; I I I J (SEE ScHftruu ON I , . U�, � - , I I ARAr,ON :S111 -1 ': i I SHEET 11, . I �. I ,_ i% : ,- It.` , "i T -4 GLAn (Sr, I'. . ,; I - -11 ; . r t I , , I i' I I SCHCM&C I I I I I : UTN SHEET 3) I " ..,A;-L , .,I SC'.. TO OiASS . -1 � '1;ailo -L, t I * ! �m n't Al"'C f 11. SCw_m1 I ON wt, 3) Vm ; III pAwi jw-, I I I Well, .,U. r-4-, . -, go : I 1, . . . - - - "II Sc"EDI o ii I . : i.- P"Ll LENGTH I . EXISTIN 94 I - I I ,Be- 04A 1 _n ON Slitr Si i ,I ! . . - � , I (SEE SCHEDULE 0. SII 3' I I - :LASS I fpi : I -I I . , : ! I ! , ; : I � , - 1- i !tox ; � I ! I I : I %x I : �, ,11 7 v : - : ' I � - � 1A ­ .�, A* �. ' ' ' . 4� T I � , A i It a !, . 1. - ­ -_ I 1� - , I I . t — — —_ : , , I f't i ­� 4 I Y_ . - . 0 : ­ , - � ,,T, rl A L 11.11111,141 I I IL I I I El, . `_ - sko"� -W 9I , . I., � r. I _. I 11 .. ____ - 111 , I I I Ic I - Vxr, WONII., 2'., ; DECI, RED() Ftout PLATT , . I WCOL AWHO ..­ Nrrdwi 0 (= 5CMEM I ON I I ,,�- I I SIEET I 1) - 2' W" - CEIU& &ND FLOOR MOUNTING ALTERNATIVE- aCA,Z 03,5- I 3W IT=+ WIM-LDR-MA �IQN.sd .4C 1a:r­, 1 11,151 At LATION A-41 GINLY WAY tD F(,1P` MAX A - E, TC[� & BiOTI(4,1 0CLJNTINGS CAN BE ',)ESGN PIR-SSLIRE PATIN(, �'C,,;.T� AN�l PANEIL I -IONII A5 P`R 56:�DULES ON SMEF1 3 -1 IN AILY WA TO SOTT AN`Y _" W4I rRAWE CIONSTRI WOOD W 'At I-AIPON ; F,•)P - MEMBERS 110 K SOJITHERN ✓WIN[ No 2. III SPECIFIC 0-EENS-fly Of 0.55 OR EQUAL - - - - 0 (D (3) U) ­0 M > (D 0 c- (:L) 0- = 7D 0 (1) CL 0 L_ = cu -0 n . .— 0') b L) (1) m U) (a) = (D = -0 M U -CIO (n = 0 0 - L_ N0 i- CDL = _0 3: = = .0 U- — CZ C:) -+- CIO ,+- 0 CZ > 2 . Ln CD &__ 0 CL c- m %+.- 0 I— -0 . �cf) < 082o23 "It"I ;review Plan,' R" C. Nlll� Review Comple" _ for CoMpliance With - pp the 20T)tl r?,Y^ HIM =1 M � i: BUILD -OUT MOUNTING ALT LRNALYE- AW .... . �11# ...... N SCALE 3/e.- ' ...,. �/�;,1111. .. ,1 " 're � , EA(,Vj--.Y% , : . . * - , . * ND' 44167 � = FLORIDA WELDING CODE (46, IT4h VftiOCfty HL";Cono --Iw------- -I Zom -c . , ,II 5 TAT � E IF DF .T*,Z,7 ,r li__� ­m w 24 GAGE GALVAAZED STEEL STORM PAN I .I 11 '0 , '� ,• - , ". 0 4 ,,�. t. �, --.--z-"T- - - - - (i '10'� - ;;P�l . , 2" 11LIECO.., I. ­ ­ __ - GLOBAL PROTECT" PRODUCTS. LLC. OMEAL /7,/"" R. , "I ...... P._, . -)74AII . - TII ItUrit"'T & r*~4wrv*".K c Au; _,=_ . . ___1 .I. is, 1;I 1. """Rama a, .!� — T" sAI A ,_, ��, III NW S.. 5, o-`if 1. 3111. �� Ts"it".'S"'w tulpt."-d-TI, �_ , - - - — - 20- 175 _-_ __ I . 1. Fit sLN/mwILAE!L*n 1!5- i I-' L I - ! I Anne K! Edition A I U) �, " (1) (D J1F i :3 Cz > CIIIIIIIIIIIIIIIIIIIIIII` 0 L_ W CL cL < (D 0 L) r— = -0 0 0- 0 (3) L. U) CIO L. In IIIIIIIIIIIIIIIIIII`1 LLJ :E < Z Z < I � nLL SHI`7 ET NO, SH 1.3 INX.to COWCOM"'t wHCRF,F IRSc D. 2'.., •000 -.11. P PP 5D I / 1' , -fA:n 9 1 3 D U/ y t,I. .,,�',i TA Gl?AT AAPN AP,I.k ,Si _ r-, 1 A A PLA ." { Ni "Ait ,/'A'-,' ENO CLOSURES DETAILS_f.ORINSTALLA7ION_ IN POURED CONCRETE C N 8L. CK QR__WQbt STRUCTURE-5:....'4 D_F�R,_._R.ECUL!� _Lt9 �_R.-.._.__Q SAEET.Y.. � HANG STORM P NE.�... ._t-.__SYSTE I- 3 4 13 14 `T 10KRf7 e." OP 1 4 YMI e eNxx k ' +�.1wWrr "1 �C 0 4 '• 1WID. G : I/z, t M 1 ) Y+,. E•ORIE E $,cc _ s ." :APC I 4 ! 2'M- eT7Dc rRAMI d � - � • C2. ,*,, Y.n _ RE0.Irlm IT I tl I ' T rr c -Ar1-1a SASS S' Atxtr. IY< . (,m , WIN. AIRAE OR I. l S I]s IROA RL.E ••' ` i r •, 1 .IrTA N IrM 9EI.7 PUT - I �i , - 2' _ 6 �: 1/.• • 90l sa�..O ... .. Dt2'� V. fiP -. r 12" OC ,os_ d0y)-re Miiri ri4.c.".7 .a'I /1,.- #AAF A5E 9 P GA E C LAN � 1 CP 7 0513?L_ M . 0. �1- 4 -III :'D141 AL1a! • TAPCoh a '1 f'C-- 1 {- / '., wr ,YrnS _I i POLXRD _&KKIT c'ONcerrT i0. OR I',a- 11000 rANAE RLCt11RF_ SE D PLANj, CA_ :'Aar. y 1 scLo-sv OA cA.-a OP t PAN U, ElcO "1 E 1 E •�y•' ""Ar31 c ,L, -" ""' IWI SPIT .i rC.IRF n ,,I I `' 1 - J. �� ()f'e oo,' 1L Bl,>C. Td 9[sLtlyl OA PA14D.VA7E .iJ$ {{.i"F 13x ,. 'YatsE IA x oA vAF S 1 OR 2-a A' Wool, TDfS 1'R MEN .r: ,CMIIrccu OI 911CH^ 55 9 ' w_H >AN['L _- - 5• s"1 ,''� `�j I,TU IvAIT REV1f,CD ii AT, r.Ct&f 4v A ,,s OAER,AP ef'•ONO 2',a' .00- IQA At - J �7 OPI IMG o".J pt Lw.b [LR.C�. caterm Rrell-tv 1 - t _: Eye+ -teri I Ill OueKC 1 .. _ _ 1 7"• ___ I .: _ t• t.ctI>,f E ' 1 4 1 Ill . Pr IRON' A, s -e v:1» If __ - � FLAT,P w ck0 u 4 . DO OW9TAh" . -- ti';TAl1 •._a, „_41 1 ..:�:- -._ `�s : I1 1 -- __ _ �'asx€rr fo 'J I„IW.1 I.r CASE G (PLAN) mi-mc, - At ' ., �rCQt A T/Lll� , crw I,{•• •. IIWa:o,1'uA RP, A ,. S 'i'�°�'"S• " ✓ VALID Too EWPECT M NT k,A&TA).ATION f,TF Y & " : EE7„ E_ PANEL INSTAFIATA011 AT II/ALLK W/ N:i. 441¢7 'aJRrACE LEVEL ,/ARI0045 MTF.N 3/4` c # f = FLORIDA BUILDING CODE (Non Hie Vefoc1!y Hurricare Z ,.e r^. Et c 1 I61F IaiW. „aIC J �C r S� � L 4 [ 4./s �,1 r r !1 ` 7 m-._ _--__ � 1 5: '� 24 ," VAN I M PANEL GAGE GALVANIZED STEEL S OR E 'v n.�"_ .A .t 1 ,-_ _. __-- __- "_ Ed a }D F I( w c a•aaW r, __,�, �It GLOBAL PROTECTION PRODUCTS LLC. +r. .^h" v _, Our. 1 W.ar�..1aWWl..,I. N I is .41x s *. 5, %TNEi - "'4iN1 YailT 1Eiriia i orx.raR.Nr c4wAM oAyE n 31],. a, -'Pt 1TIII`It�--- .. Ib a 0. _ W4.0 .YII,.n ' I 1 --" I A6r ua u, a .' . II .xD•a. 1n.A1fr- is.n. I. 145.�iM.-e]r: - � 2D • .5 I.'•4,{R Me PA (- - a '&M1-. � SaRt 4 Cr H MAxIitUM A.S.D. .DESISN _PR SSV.R RATING �.:,�J-.d--0-G?.._cQRBL5e_QNZNC MAIKIM 1M >'�,tVC.iL0 ,$?A�LN SGHEDU�. _ FQR__K UI _AR STQRM PANE ;] %INSTALLATIONS INTO WOOD STRUCTURES ';4'Allrl I�NLr .=I PANEL �j!NSTA.tLAIICNS AS PER ALTERNATIVES IW TMPt; 4W. ON Sta.E't •S 6 & 7% MAX 4.5 C AA11M AC+Lis SPACtt4 OE.D.- AS YDsN ON 5ICCTS 6 & 7 - - PLKJ.'hE VAXJMOM DESIGN PRES"E I) A'FAT" - - PANE: CLNUTH I RATING TAPCW4 LAC, SCREW PANEIMAIE FANELM.ATE 6"'.PJO t;35MNG �,,a, ,�AFri Cor 1. l P.W!.) FEMALE 1D PLUS l rK"'-'T+ EW {R) T .e - - 6 1/2' _- 6 I/2' - '. 6 /2 __1 6 /2 1 .- d J2 (-.M- _- -' _ -- - _ 8 I/4• - -_-- 2 11/2• _ - 6 ,/A• _ (907 -! 5•-D• 6• 8- n' 6_ - 3Tr (!L,R CA Li4S 6- 6' 6' I 6' - ..Tat (RDETOM) .... _ - - 1J. 13'" - _. 13' ..-_...._. 73' ,5' - 40 1- 0) .A5. -45 13' ,3. -. -- 13' 13• .,' ti'/7' M (ES,rrau) 'ES LESS 13' , I" I 1J' _ - I3' _ E W (TOP) 13 Y 13' 3- 13 E' -2W �nAl £,i d I/2 . 1 6 1/2- - 6 1/2' 6 1/2 6 j2. (TOP, -- _ - i i/4- 6 /4" W (9E'ITT»] > • L," 12 1/I ..._._^_ a T/1` _ A 6 IJ2- _ 6 f/a - _ EPf4} rcl 1A"-A°. 10 ,/2' 9 7/2- _ _-_ 12 . 12, _ _ r (TOP) N P Is, A & N95jC. LENGT'MS Wi°,d•' SPACER 'Ste T ) F M•.A .S D DES'�'I LCJADS PANEL ' SEE ABLE OR .._,_1 cac COR'R.SPONDIIIG ONLY TO ALIiEWATE 2W CN S411 6_...."..il Wk. A.S,D. TAAXIARJM ANCHORS SPACNO FOR E.D.a AS S" DIWN CIA, SNEETS 6 A 7 ArptL A,RL( YA MUM DESIGN -qRA T ATEr1EWTNi' P LFI f+C TAFrON 1. Sfdi£k I I'WRE_EAWATE i PANEUAAiT P I TpAALT D US I ! WOOD BLMII� I_.'}•,ig&.IAANv %, (Prl):NEM III r t}' ts" 31.a.,--. ...,, l -_ I.3- - Ik (TOP) -- _._ 3' _. 13' ..,-. , 6 " [9u7DM) a I/:- D /2' _ _ 6 i 2' h '1 a /2- 2e CUP) - _ ­6_i !E 12 - 6 , /.' 7W (9011 •; 5.-0- _r I . ,/7_ I- h. A r.11P) OR LIE -IS - - 4111 IT UP) i 45. -45 ,3- T 1j, I , s` _ 1} Aa (9crnuwJ O -75. - 75 - -_ It. 1 1!- �3- 13' i In' - - Ir (1oF) 13- 13' ,,f 6 / IW (eor,w) A 1!2" `t` 6 ,/:' 6 I!:' I IT .!2- .. fi n-_ - I'm - - - - _. 1 I _ 6 1 fi_ - 6 ,r4- x. (RDA') P5._0. 4 8 1' f / A- i ,!2' 7 I/y 9R (10Pi r_S. 1, _ ; /' w I a' T 6. i _ JN (90nON) - 12 --- j _ I i _- - _ - -- ! T IF'MAX LENGTHS WHEN SPACER tS .E 1 OR WAX A .£�. ,N L:X-5 & MA +Y'4:_ fi"+ :EE. � F S DES •V ,IL( CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET a .. I60L 11 G A.S.D. OES7GN LOAD LEND PA:'�l H 40 PSF OR LESS - C-P_ > 4C PSF TO 5C PS' 6'-7' 50 PSF TO EO 6 MAX PANE. LE14GTHS ARE 7, ,ALIO FOR INSTALLATIONS IA/ PANEL NIATE F�MA3.E 1'I 1:NWL MATT PLUS ANCHL•RS & W/' � St*,R , ,Q 1 /2' G.0 r� r'^., S c4t' N' 46 7 t ATE OE ,;: M FI-ORIDA BUILDING CODE 'N." High Veiccity HurNcons Zone): 11-110't a` 34 GAGE GALVANIZED STEEL STORM PANEL I e`er,. I _ ..,..._.,._ ..,.___.-_-_,L ..........._.. ___._ _. 4 ;, '#. A14 TILECOTNC GLOBAL PROTECTION PRODUCTS - �- LLC. - JwaT mM4 ,rt c ugpN5pM,NIr : ,6sa5• SIRE e wrL, DNT-r IsT 20-7 .i*i I,_ us Sn_Iv awc r45a%N-TsroI. 06.5 -- � •sra _/ I W I.NSIALLA ION . EIA1L __ PR .:LIFE _SA,f �,t [_ �ANE�? INTO, .PtP�URR �_C NCRET C?R CQ.1C.# IErTTE._.R! QC1�........STRUCTURES ,/4'r -'. EXTS'RA• P I,Rf() ,/A. T7". bJ[ISi WG P4l1af.0 AHr'- cow,q TE R AK•OR O 9' O.0 CONc*_, Oa t cG04 TE o"X. - cOK;R`E r 3c LY'A RCOIPWrD. I REaNiEO IV ",• 2 � `2, --� - _I. LAIR _T` run I ; „ I1 i � [[ . i EE f- iI I ?; 1 E 1 4 r Y 1 1c I ( 4 +- Mv. I - e--SEPARAfiON -1 # r n=-,NL_A I} F I i ) . Y.-]4. •' Lt "I r�g a TO GLA55 t `I- ` 5 1 I s so.,w�n..!'y % ! :•i.A's,`: ! 4 kAi ;• l tl R EA OA.NA" ell Iw l ,rASRI CNEA r-e"� I' I A' EI - 1EIdk$'tlMk'wJ 1 1' 4 tl II r.:ASS p �. d r I 7 u .` w:.I / Y + : i Wn ' I. I PAW ,IG'„ 1SE_ EvA-10IN 1 :.N >•,1*cT '-) .. .- e I .- ,7 1 • _'� '2, r-St N"10" -f ' I 4 1 r M TO ';,ASS ' I ddd , I I I"_�­­_ ,11 I } R I t i . 1 4' 1 f E 5. ED• EX6tv'r =OJREO r f S - 4: - - ' I I E OR , ,.ONCP '-r r 7 '15, cowc C171lcRi3E 9LOfk IafAU1RE[I' 1-, I/;r ac _0040rlf`i I! �OL1pF fI tl I iwfrcR,Pl ' I I W . jawl � - W ON II - I , . I � I ION IA gCj10NC-T'-`- aAl t/4'. PAN1'LV.TC PLUS ANCAW * 12 I/2' O_[ P W1 R.IST.I^IIu� �i�fLS ,/A•. P,N(1WT1 - �'� A4C1AOP (af1'ONO) 9 LifE S&0M..°P..StU WALL_ Y SIICE'1 15 A Ie roe NIC,•ORS T'PE a s_PACNc'DR tHM SCw1F J7A. t" i.rA Tw.n we wm FRAME d14D.+Gs IBI.M,1M NAc. o. v,cv 3 A44p 414 WtN I. M DMIAECE ART �w-EC oft THIS SCIII I_f ,7M ' D LFSS HAr 41:114 1 Wk`DDGk sacw. 5!'" 8• "t]IFC ON IAAtTLt', sPAnarU SOWN'" S `*"»r_I 9T 7,.[ FOLLOWMAG ;1"I)I8. `DR INS oplA .Je TO 6E P055311 IRD»AXP SPACIHO _NNEL. l.%». r.(TDR 5,4tLL NOR INS llsS Fear .M SpwiIIG IWDIUILO rDN E.N:H AW.MIP Twr, UP, ,S sci,^`N1E aiI,UR../I I'l `yY» Al I/ ANOC4 7NC IMleilan • P . "- I/ •�. 9 1AP¢aI .� V LICENStL:''. 1 IRo+bRl •W1rnc. yvew (,A) ._ __ . __ __.- _ ' ._ r r,.. -, s FLORIDA BUILDING CODE (Hen High Veloc;ly Hur.Icone Zone .... ''wwwe 1✓,4 c__ - NN I a ) * # : * = :m- ,rnr W.t P 1 P ' r I 4 '. '.F � 'T PAN 2 G- d1YAk 7ED STEEL STORM El I R.Axn l • u Cava O.a a 4D r t I n 9'� STATE Df. rr - - Y ar ] .'a =mrn e 1 T ORAL PROTECT ON PRODUCTS, LLC. A1:bE ®0[ trQetY 6Us5 rAClf✓A -- . y F i �- I�V INC GL 4-4 4 cb ! 0 A� G � Tl r t Ta14 •NiER:N3 COW IIx -r,r "LITT cz c a r • 1.� .wA'a a 20 'S S Ni 4: M 1 A `.at IN WI 1 1 E .! 1� ) .t9' _ -T r w _ p f 1!'rie_ f 9E W Mo"IR'I'P V--O'YX S'� '4LhT � .---1--or� .......__---I-......... ............�_... .-._........,^..7� Ari 1EW A ..+ I+iE _. �__�.._._���-`^� ---}--t5.Y2T !a CI. It. f- - - -- - -- ---- --�_. MAXIMI'M_Ar.S1p•_ E SzN R i41K. -RATLN-C,JR.t1 _AN�CQRR€5I! DIN.Q MAXIMUM ANCHOR ING SC EOULE k`OR_ RE Gfl AR...�I�__P_ANEL 1 INSTATt9N_ICLjS2_I�. ^.RK--TR1-CT_M (vA! I,r) - Nor Ff.ifl ,- NLE f r'NSTALI,ITICI•N- AS PER S41CTI'CNS I TIJR!,I 6, ON ShLE , 4 & zIr MAX A S u aA(ARJM MICWJR5 SPAC.+L, FOR MIN E D, PER SU,LDULL ®FLOW ■ LP:'aiCA•_r 1�1 Y Y:4-�# kt.A AS [ MAXI" ANCt OATS SPACrhr: FOR YIN ED PFR Ca'_REIJULE 91I III - ,'i''II`-'CAR F MAnN 3, OEdSY.H FRE55UPE IF PAS ".1t7I- Cfl:,, I"P�SURE 0 PANTS „ W111- �__ PAAr1MkTC 1+S'CT.7N SOLID -SE.', L' PO PANEt.MA'E '= �- Pl U` Lk I k.-M ZAIA4C- N :AL --E NAP. D., PANELIMTE SOLD-`.EEl FT MA.E PAN[LWAE PLViS 2/A4AC-/40FLA1 CAk-IN -i FAT'W,C & 8 CAh4EnEtiKw '�"----" ro .,.._. ..,.PHA ..-.,_+--=-,-,_ 'ta` �,E' ,.T' i'®' n ro .£i1� Cfl�.�rE n ID R CG O'YTS C 'iq £!RICK E 1'P MJ {A"A,OCT ..r.K.M . •IL. _ , 'i,i .;ON•Jtt - w JM'R. D w CW4WE,.. . 1 tticl&HA, +., tla f r IP I 1 I P ANTI x CI'IIr31ri ISY,O[OL _ amancls - - + lr � r nXAm:� - F'� cnNOlrrt _ YmrCN:IE -n4ws ,r a ,3` ,3' 1 - .!. si. •r ,3• - _IY 4; rT,iai 13- I :Y 1 '7" =.r 1_ £1 - I I]' ,3` „ 2 I -'T?A 3' 3' Y I I I J• t ,• 1 L1 fM' F , S ,1. I t CP, I I I £• I• ,7• - s ,� I r r 1 ,• 2' - r - . 3' !' 1 ! 3' - - ,'+� t7 ' Y iP'J�!Tw i 1r '.T - i3 t3' 3• ts•._ it' 13 11 t' 1 / 2 E{] DV ) I ,3'� ,s' L_ r3 i51' 13• ]3' 1,1' I. 'J• IS �: a W 'jIf ,J ,7' T TY ,3' J" I 1' T3' 7J' I I_ 1� ,_' i , 1 5 b ., ... t ^'' 'I 1 1 I'I"'i2 ! �.. _.-..-.. 5 ,I4` E t A _..__ I'I t_ 7 1"I,2 / ,S ,q•• •% - 3 eG'T1U4,1 E Oe I y i t '{' � 3 ,ti ^ 2+ `I `'TY 1 ]-6 -6 { / / r 1 7 , 7'�i 2 r ri• ! e " e TT 1 .� 0/A OR . ... 9 P , l -_�. _ k I N - -_ - _.-- - 9 4' - -- TS '- 9' �. - ., -- f ', ,/r 5` 8- ( P.� • (TOPn LE tti Ij1 _. /2" 7j $'. P' 6' If2• a' 7 I -' _ _ 6' A" _,� _ . x 6• S' . j1W EiiS ! P' 6 6% 6 I 6 - - a ;TS€sTTCa.1 6- _ -._ I 5'- i 9 - - __ a' _ I+ 6. I e _.._. - < tdor'9YI I. .37 1 1- '3' , - >.-� '• :1, 1 _ - ) I t_ ,3- I_ _ ,7' 1 - I :!• ,3' ! _ i - t1- ,Y - - •1` 1i _ �3' '3- i3• ` I,` { _ _:� . ,_ _ �T s" - I .,,'.Tvki I ,!' . tS' IS' �T +3• ,!` i ,.. %„ , t. ,I - , ! 5 130'T a.) _ , L S 3 1 , I- q' , 3' S 3 4 '"' 1' �" I II � + 1' t •' .Or} i"' t 3 t3" 13" '3• J I 3 13' 1 Is' p ! 445. -,! - ! 1 ^;"41 & E� 1!4' 4r 9�N•, .. � S a 1/1. - 6 �B12'r .Ili S.IS 1 l •I fa.G� � b t J4 , E , y'a' .A• b t 6 b (901'I ••) r0! ten _ 3 � T 11 • t• i e S o. , tTt i:' - ,J' 1 °y 2 3• 9 �_` ,!7 6' 190n-,, I I-' „2 . , ,3- i •3- •- _ ,S_ 6 !/,, w..n A, - 1 �1 _ - i '2 _ . e 5 r'OI' ,J- :1- £7 :1- 9I 2 It' 9•I: IL 1/ T !' 6 ' WTIOw. - I 'I 1_•" - 1t' - II p' 6 °2 (EIC r•3.1 .-. I - .- ,3* 13 N' 2 .. r,,' P _.. .-,.--_r-.. - I D / / ?' ._._ I ot, F' , , _.. _. _... ,1 ..- � - _ _ 2' _ 1 -. i , r r , 1 7 Y 1A �4 6 � q - _ +! v , , [ _ .r- , L ._ J 19[;� w' 7 Tr:. _ e .., - .., 1 , � - 11 i I .. .I e T . .. r , . Y , ) 13y T e' t!i' t' 1_ •17P 1-A I 1 ^ � 5" 8' I-01 i' (' 1 '7 :Y 1 I ' 5 1' 7� / I', TIP 9 �� - - _ .. P- - - - _ a" _ 1 N' - - _ 12' E ' •.; i - + s T r, 1 ( - 6' - - - I - h` _ _ , -E• _ I; -- , •_ - I- -6'-• - I 1 / ,!:' - - '6 - +.trnui -- Is' 9Ii2•I fS bi OP, - § i7" IS' } ..2' •D' 'S Ih Sf'OP) 1.1' ' - 13 v •!:' °• 1J' 9 1/; ID 1 ` A,; 6 ,R0J /1' JO ,� 9 ,/ I" - _ 3•'1' '7" f" '3' „/-'_IDctcM ) I V1 7 it 1 - � 1 It i 2 F I2 • - tl" _ 01.".a , fl •" _-„._... 6 r4'. t r.' 1 4' a' £!�t --.... . - - a I .• 4 1 a' -__ a 1. n . - :- , ., .:--, SPA[,HG FCQ 3G1„uAICN_ T , WT,DD F,GVIE 60��WWZ9 MWPh:&..arhNll. -n--US AND was w (1:: Lav; _r wE MD t[C r Isis 4"••N(YCW.�I , Itv L . t,VW NNCIIED M1 '.` C>tr AED,MA 4.. - "% A ' I?+ ulpl.tr,. VACIA6 S.HDM+ o'• T tA.T- IIS TiL"N 1 r To 51�L ILD..tfn "P :Wm_ w S ,,.,Nth I. • F ta.l7rae tIOF AI t a L r•!r s r -r A .E>S :.w1 * r rG, .Nsps-�.+'L-„ a EK:e• vza=- "+t. IT,WdP ,@,•. si .W Y'.Hs '�-'ile£Tt S K7 I I;.•. I'.•. ,/.•. I/.•. i ,%.'• T ,!a-. Asa310R TYPE I - - j� yp1 _,a I.�-,r, � 1Ua.-. AIM 01N,1M4 H Ati' IW &PAONO ( ) f S ] -:' 7 '/7 ,e��I I. V � W=0l"'11E '', Y Y t i I/ Y 3 P r A,..,Ee1 .- _ _ ---- tt>n4'4 elite, r 3 ,:Y •!1` . -..Id-. s:-JAL 145'T"A IT--j ` - FACTOR : i z ',1- I IA, 4 x, { I I I- 1` - 1D6 �.PO ! J ) (c I F A_ € �. T F MAX 5 [_ '. - Y mWL� ar.•tET•I SF'AC'ETt _ S USED SEE OF r-• �^SPAF. •�` ON �y DESNfN taw_ S ,MAY P..W- LENGTr,S a4TERY,PACEP US_C 1 TABLE if u AS-D. DESIGN LOAD ) MATDAIUM PAWL LrNGTM �4tI PSF DR LEBS 6 -F3- > 40 PST TO 50 PST, 6 -2• > w F TO 50 PSE n - a MAX PANEL. LEH`THS ARE ONLY 'VALID FOR VoT LIA ' Ir,S W/' SE,R ID BET ANCHORS' & / (FAJ SPACEP Ar 12 T/a, 3.0 R ,1lY IYPIIIIl,q, tit? � T/Cl�l% �,r` ,. Q -. E CEN - .4/� % FLORIDA BUILDING CODE (Non Nigh Velocity Mu'n;C Ie Z :'e; t r�+�- 4 41 87 - r 1 ]U T I 4 GALVANIZED STOP PANEL 2 GAG; GAL ANIYED STEEL M EL . • +� TI - C-. r aT E Ea 4�44 1 IL ECOINr 1` GLOBAL PROTECTION PRODUCTS LLC.' I-;:..-- 47 7 P !74]P � , _ y 'P - - - 13uJ't 9Etl(C f [,WWYr`kTI .Rso $e st srcaE ,,r��1i� I._'/•W 1L�,H 1�* 1l%'.-<. WwF'Ie'}f4 O.A., 3]J1I ,T {-E7i ,, I' T ..,r>, a»` r 7 _ L 'r.'�Sr.I I•,-n-. !« _ gr is. wY.>£,.=,Ia-15f5 'Aa fl-+i1�=J.q. I r 1 r r Far is _�s E54=, .r. ', .'Ot,t -III i1In.IF•t _ I A`fR n- -1 ; -. .1 �'I .. __j . . , 1t tr, R-IAJf3 R 2A/13 R iA/14, R-CAW/, A- /, W/T. R-)B/t3, R-2 'I3, R-5e/14. R°BWlS, R=BW/'S, p-SBW/16.D.). 1' IR TN 3 a I - C 0 u O 0 __ I . j I Y--r___f ,___'I __1_ 7� -' - - --- ----' - -_-' �i 1 I , . - -_.-,- .- -_f__ I I I- - --_. ': . ! I `- 20- 9,- 9 ' - _. (N PANE- 4r+ I, _ _ _ MA(. I `MAT ,i T'_£ ] '' P -N'-_H AUAF,k Ix a� -_. _ - - � -__L rCpv - k,f:. c •6• R .40 % -40 D P.%J =A _ _ _ - - - - T `- - - I . I - - - - - - . - - - - - - ... ! W/ Qvy RTAF Wj PA"EL LENGTH D xT;° .. A t ;-.yam PA.:: i 7 -6. O .�:�, SAO p... ,W/o OVERLAP WKI PAS• LENGTH BOLT; ' A I -.. _ 0-, • V.,st' -.rj-. ,A _ - -IS[ 2'_.6'. MH, P,WCC LE7AGTM I _ Al AL'. KAMNGS ,S i . -4 �I L'. . _ ` - t-_4 ,v t: SAFE-, w g�.Y D.M. 3 - - - _,.__..-- --,---_J LI_.. _ _- - -- - _ - - R IWE . .P - 'rx'RLAP- WING. HJT AI EXTERIQR MN N1S'I 4T _..' -1' IAA.' t' MSS J E•' 9A1E1 � L� R-IA/73. R-ZA/13, R-3A/14, I`f Pk,.: PALE_, R-111/iS R-iB/13, R-38/14, 3. 4sAz I.MN N4 a.,.%rn .. _ . R SAW/15. R-2AW/T5, R-3AW/16. 1 A-19W/15, R-2BW/15, R-3OA/16. ­ _ Apa<a.CR'S tSL'E rC_,%L.:T , +y,», ", ti" I: .I &'(y - °. _ .' bras I.AP LIFE SAFETY. STORM. PAIL,. 2 ELE'V TtQ ( } L., _I 1 ,""". 7 &P ` 1- a .. --_ _., ,q ,I " r- _%C1tS� PIt -' $167 __ _44-' .. : w _ -' FLORIDA BUILDING CODE (Non H,cr V51ec!1-I M."Iccna Zc• - T 1VANA,P. E?S.ImF.PR <-,- 10RID4 - '�4: I _.-. •a 7A GAGE GALVANIZED 3TEEL STORM PANEL i - _. 11 I t , / /R r 1✓ ' ii t _ .. _ ._ . GLOBAL PROTECTION P T PRODUCTS, LLC tr , 6„] 101'v � (� - 5 SECTION A 8s A 1 - q --' - EIf �. TNc L C --- sl Jr S. 71 51%- cN�N- owAN:' -- I - '_.� _ _. aLTT ( r^ .f .. ,snee • LTeN,(S a 4c 5^ ..a.. I.an,4 „ a r, s3 I -17 0 5 `-k' ..O •.�.. �m�t� � ,m1 e.• '.i ••„ri �.+I�a5.5 rY �-rq• e _ - -�04 Ip ` ••. r .R4.1,. ..4 w � � �.,r i -.+ I WN••r-IL •,e ______ !'AT L1TR 4 ns- y +'E �--y •,. I• ' S.[F' I; M +1 • Rf ..:6' LTA_-_ , -- -_ -- NNSTALLATIQN D0E1'AILS F O.LIFE SAFETY PANEL _1 ! WO-f TRUCTURES I 1 : WSG WXXI rr, . _.. --1 T,l.'4 TW'LON i I Np3k„ae.. O Y '. I, ^+^ r .. IL a' ,< f - t. ANf, 4,�I iY S- 1r.1' t-;T 2 I J - I 1 �I _ f`A _ Z j--'u`. . - I ..-� p 4_____'___, y ,n,� �'-; - [L;�,__ Va r, - _ _ e f - - - LtEz 0]wLe 1 W I C _L i , I 1; E 1 L n- i i 1 I 'I .' / u 1 - I f n,_. - 1. Y i rc.:' t 1 I t� r s .r,; N• I-> S ! : 1. r>rtar.W' F Im1a..Wi1 -- �i GIA.S ,Lp 7 t+-06t,W' Ir I _` i ,le 1[T mglu104 , ..A x: 31 i� 1 F•:I: P tI ! E. - (NiTI I..•r-I (x� NC~' I AH.. 4. p'1 1 I IA1 P I ::' • - £ I PAwC IEAt`•- 'i ( ,SFE El£a'iCf ._ r -, A ag 1 .. -...r. I O.. SHE! 121 T^' €E: I- r !l d - :fit E1.E'vA1Kv. F i A, 1 LH 5•dTT :27 11 I 4 n u 'y ^i1 F I - _ IH SE-ARJT01 fI 6 y �y¢ a I'- 11 i :ti,I. 1 ! A' V" t A. T.. IT TO 0_15.S / I 'I - B I' Mrf. I I r 1 S., . _ SLPARA',0'. I 1 - N 1 [ cuss ° + II ^ r I R'-- EPARAI,:N -I i t -- t 4 d - 1 i 1 L,/i e D QK,fi 1 , i ',c r_ I . i II ', I - --' ..�r'.�.-'� ,I J v IMF, tCW, Ns E.I,•I, I ' - __ y I r., _ _ rA'a. tl5 / 6 y 1 '•E11iC ..,,°L -. A,,] lrD I I/1' �- 4 ' 4 * '' ,- - - - T, �zie ,:`: .. KGI . 1Ar• JN .- i • TAP�:M 2'..' .C*_ .A::N R II 9 C . • C N s 4 --•_ I R11(: L•P O ., C I: PLATE I'• , Ac: E Pt '. ..,._ �".:.DE c W : V. __- I afDu,RE:• I- _ :w:,.pNTO 5 'WE ALTERNAlln R-1AW ALTERN&TI.Y.€.1-1B-6T' AL%RNATTYE Q,� q. RLOULAR P.AK'15 yy/ , r� sSr �; Ill JdEL_SAFM_ZAN_LL 9__AEftIL..PANEt.5 M r �I. UFL -SA_ __PANE. SA" �Sf'1]r X_I,A,JS'-aQ Hiµ ,I"...." e'/I/;, WALL MVUNjLK0 r; ,1 q_ - - y`. ° 1ZC,EPI S,c FLORIDABUiLD!rC CODE tNcn HighY6sctily Murrcane Zc,'. _ 31s::l, If: 1 ' 44167 s- 24 GAGE GALVMNITE0 STI.FA STORM PANEL OI t .AWL 41 F- A I / I wSi!,L1A III N AFL[ d1 ,A1.,D , �. J .. __- -- I it ;: _ ' » __... _ .._....... ...,. .�.....___... ..... f tii - * i F . Ill Anl � iI r PA)' I !J A< E..L a 0 _ .c .> _ rn0- p �1./t GOAL T4 T - L B RorEc ok PROouc s c. -. >' I 1 LL A II'EL k CIE E�1 1 ! L.n -, C 2. T.1`I J - I E1rVINC ram,- x r'. - - rP - W1_=' .AMA _ W:,n- -- - - s'� s'°E, E E E `,rt PtiW- r .N4 t CR RN�COW - ti>v .s G,MEr G i, - 4.rM ,'j,- - RHE RN F.'r k_ W y>x• -:r _,-. 1.: R . r/7 ,r• In. w Xa -a.r,.t !IRIS : } 4E COI, _ .. / __ - 2 - i 75 v 0 �1i r. �` P�sl e . ., Lea IA4 � � t>E ti r ++... Ce,1 w;6P. ri R .i ' Gc � •sF .__ G fC�AL I - �_ - - - --r a --- I»..aH J� `_��� a •,.I. ',rI _ ' N.,M,',IrL' .. 1 - C E I. ' �•, W1,' W '. P �n.� ess r w r'I T W ,- .. mow. � _ H » 1iIIX`41ri • 1 ! :ate " M�►Z(l�l�i_._A,�P._p�LGNI_PRES5UR�__RATING J 74t' ND�-0 iaAMMUM_AN...liQ,R_-.$PA IN_q I G V1 E 1- t SLLJ T9RPANEL i_ ', ; L�Q�R,BIE,.._@ _ 5_T.R LJ TIRE5 (VAUD )NL'I FOR PANT£ f`) INSTALLATICNC , I'4',t h'LN SLCI,0NI, T :nnU 6, MLR! . It IL TS 4 & ,,) 4AA ! 5 ^• UMNUM ANCWAS SPACTW FOR MIN ED. PER SCHEDW tii LC4a III APP•t]CAXK YAkIYCN MAX ASP. WIXIYUM ANCTIGRS SPACNO fGP INN E.0 PER SCOIEDW BE'-0. r *A-.,QKL M XYM ' r E•E S ,N E•R a' E su1 O A4El ;FNGTN OLX PRESSURE t0 r. 'rH44a I )40h L-NC �' IWG N D SOLiU--S€' P TE AIiEII✓t 7AAE to PANQIAATE PLUS -NA ZIIEAUL Le'4 r.I1L1( -IN -. Alv,'(N PA F S ti0- 5ET AEtMA. P ' A W. AL TE '� ANAL .ILL_ - M{ 6` k-N .AN FIATvr. c.'O£u00Nw+ttp7N qp ° & WY[-*' + MNr "t" ---�- m .-.. - In ce-arAe-I e�Ntrelr. c tls7s ,D �! .LANs - w� :3 mrolEx Tc , To -' ".C.n[ to ..� _.-.,.". R..- d.'h__. ;, - iL'c.rArT£ .._. tx./oaR la#ut�t IT . o T cv IT - nu i K (P r / - Or THEM In•J P TaEY ,n 1 ! ' I 1' 1_ C' S ' I J 2 T• t D 1 (',3.) 3 - ,• , r 7+ / 3' dt /Y •r-71 I 6 a / 2' t 5 2 / , S '11 -,' / 2 OP'. • 1 1• i0- t9C DY J la �,/1 tt ; - IJ - r ;3- - , - - 6Cr�P74 - -- !1 , 13' - - +! i3' 1 13' tJ• 1 t3' , .. _ 4 , TS' -� I - - +3 ,T "!' ' Y' v •O' i J' 10' - 2 crC�'r 2 IiOTT OIA ) -_ __ ,3' 6 I/2' 1 ' 9 1 3 J2' _��_. 1/2 9 5 I12- I f 1` 3 ` £ S` ]' ,3• 10 �/a IJ' t ' 3 T ' 13, 6 /1' ,1` ' 9 1 1' - T3' + a/2' 6 1 ' : 3 2 ('OP) a (IpTTOY) 3 I 1 3 ! 1 1 1 , S ,S r2' '3" ,0' dT y OPT f B' T 1 ! 1 ] 1. - 9, 2 �S� ! 9J 9 1 1 / rd 7 / 1 ', l a J 1J' 6" t _ r'W) I I J . - - - 1 �; - a 2 2 2 ,/. - 6 b 1 ." , / - 1 t Z /2 a /1 _ - - A. I .' di V b I / 3 9O lbM 4 7 CM _ tr . 1 , - 1. 2 YAI 2 J / 8 1 16 ! J 1 ,. , 7 7a . Ib 4 / _ _ , 6 1 6 4 / / ! 9__ ( ) Ut :_ 6" 5' . --- R^ W' _. .� _._ _ e' 4" .. .- _. !• _ __ �! 1/7• __. ._-- 7' 5' ___ _..__... 9' • I/2' _.-_._. a POP} IFtt __. _-__._-_ y' - 6' 'S I,^I' �.. _ ]' 3 I/2' _..1 .___._ 9' a' __.__ a 1/2 _. _ t 3' _. __.�.__ 6 'J2-II i_ -_- a ('IP) " 2, _ P. - 6. -_ 5_- . . D_ _ . /.' , A* II - A (regrow) d`. I b 1J:•' - e• T - 6' t - s 1/1•, - - 4 (9CTt0W) r - - --1 -' tI- t , I ID . . (TOP ,3- 1F •»'� ,s' - i] 1.2• - -- 1. IS' ti' ET t..7' t3' tS' '2- tJ. ,D' 5 (IlOTTDY) - IS' I. r3~-i3' .T .1' E9 x:4' .. t3' I tfY 40 ,11` 7 t- _ 6' 5 (�TGY s• s 3 3 IJ' • 3` '. ,` y :s- _ '.I 1 �" ,1^ v' O / 1 r a P 1' d- 4 r l 2 ' T I 2 t ^ 6 A.' ,' ' - 'ice ) '-- 6 °TOP. - >.6r -DD - - ,, -E ' -4 6 t/4' 6 I/.' ---.-. _ _._. _ .--- _ p I!a' 4 T/4' _. 6 (IB0'T7 ••) r 50 -. - '.6 /4" d I,d4' $ t/a'1! I/4-..8 - 6 +/." - R •:I' 6 CaDT, TC .TA -7 5 1 , 9.�-,•al -•' '• . IS' lc" 13' YO' „ e' I '6 1 I ! J OP R ) :Y � �I '1' 0 t/2 1 'fi a' 3' ! •. '6 %2' 7 , /7" 7_, r<7°' I- ' .3' 1F 10 '/2 13' 10 1/.'11 1/2'. 6' :3• r I (BOTTOM) ,3' _h 'n.•i 3' 13' �S 1 13' 9-_ 3" 9' IC I!^• 1S i, 1 (/0TT0M) 1 ..- a- .•IC 1/Z. - 1J' d �/2' ,J'� 6 ,/Y -, 7 •./2'i' I/2' .6 13- I. ,/I' 2 t-OP) ,!" to' ,3' I� ,3- 6 '12, : (iav) a3` J - t. tG 3 '!' :n 1 7 t 7'- / - ; J' 7 EK)^OY i ] J• I 9 a' 9 Y x- 0 2 1 2 �_ ! r3' e 1 t i0TT011 7 _. _ /2' _ �T1 -� - t_ 15 - t I' O 7 - - r. �)' P J ZX+ A" ) >5 6 3• I r s r r J 3 1 9 T 3 J2 .. I 19 2 3 1 I 1 a 1 2• 7 /1 tl 1 ('CP >5 b I„ 1 6 ,: , 5� '/- a ,/. 6 !. 71 t i I-4 I/4' 6 / h / {9aT- 11- 12 1/Z 1 2 !2 6 ,, 4 I4 / 12 r l6 / ! 1/'1' a J• 3 (�T70M) 70 r ,J,• a' ] '!I' J iJ1• D' b Ems. ., _- 3 J2` - 3- - . �(TaPJ - ®'"R' - ]• I 3• 6• Is ,I,. I. i! iJa' 6• ' 4 . 1/1 I 7• 6 1/j• z 1/2-. __ '-e' A. _ _ 6' I _ d'- -' _ -1- * - _ 6 - _ 1 - 4.-. TT (90 CY) - - _ - 9' _ _�E _ _ - - �(----� 6' - _ a' - s V2'+ -- - - -__ Y } -- - a _ _"I (9rinW, -- T` I z 3-im 1 3 / 1 ! e'! 5 J 1 . S 1 9' to' 1 7 •� I,- r 3 L.. / 7 ! 3- i 1 J' 0 1' t t 0 7 /' t 7 ^ / 6' I 7' 3 (9O1"rOY J 1 19 I J / 2• 9 Y _ , 3 / 1 7 O Y I / / !' e b OM I� . 1 ]. 3' / J _I a r 3' / , • TD 7 ; , I _ z 1 r 6 1nP ) ,3 � s• 1 16 1 1• 1� e s 7 r __ T 5 J2" a , - ,, • I !2 6 UP r 6 '. 6 /A' a ,/<' 6 ,/t if I'A" - - 6 '4` f 1/A• - 1 6 (t,YEi1T»») I A !+'IE /1' .. _. 6 ,/4"•6 ,/4 6 (lOTY'•) 'Tt "I' It 'OR A.K. va ,,,'E • %T.C-O 1CI M%.L ,4r5 Win tWFIR6 MIME 01 .0 y yMmMLt mAC*A::AI SPAZ¢ M ,aiN END.. DIFFAN13 Ne nOo TED Gv e 5 $P(IW.F nV r P rsx TE%NI k FED ON SCSELDIAr *rE.,cC NICR7a 5e'+CR4 IF vWATh,LrNS S"4CIP4 SM?Mw ffia 1•, uku e, nR "01-ow.K. IK`.w1 I- -i' bouk.l" Y) 9! .rbSiMSr-,. wmICAD 9PAcwl w,,,N1K 11" S . ,a.. .7 K ass :I®a►N 'Y.C.NC W INCARD FOR EAO'. ac," _tI J llS CN ,.•I _KDTAE - ,..'. ,/.•. I/. 1 ,/.•. ./I'. i 1/4'. APIC9iDR TYPE 1 I/AIRN* _,,41 -AtLan R141WV* ..MA.. SAIA-.. V 115 Aa . 41,A:>R S !TO (w_) ! S 3 7 •/ ] '12 1 _- . .emWMW41'YA €Cvut �' (w) S : ` 1' S S R' Ist._. _ _ . .vu R A.I c', R]A ARS, Iw __ )1I7' _._.. 3 „Y .... _._ „ Ira ____.. 3 t/i ..». wicmi. £ODE WtARI d TOO) FACTOR _ ,,r cx - - " 41 III iI t 1° 4.P .- ,.x nr: $, R' „O - q0 • OL }�i ��rr4, y ��yr,ENs" ".---'3,Dy' I 1* _- s SPACINGS ONLY VA1D WHEN SPACER tS USED. 5£E T 1 FOR MAX. AS.U. 7,'S LN r`'.G:. &_ "X. 0AN'F;_ LENG•"h!S WEIEN SPACET? IS USED. I 11 7MLL11 a AS.D DE.S't6N LOAD MAXIMUM PANEL E LENCTiI AD PIST OR E5'Et 6"-9' > 4D PSF TO SC PST 6'-2' & MAX PANEL ,_ 4,IHS ARE ON Y vAwD FOR INST-A-LIAT)ONS W/ SOL.IC SET A):MLNORS & IA/' SPA;.E:R AT 12 1/''2- O.C. EI ARID♦ RIIII nl Nr. r r" rlAnn Mills W;n-11., N. rr:-nn. 7,.n.. . 0 4411 iS7 I r - . III 2 GAGE .NLIV. N ZED STEEL STORM l PANEL OI/ArN 1 n 9 `- o� ' STATE a �,�� 4 t'lia �`.OdsEc rRNo'-iiatTlNe mtl:Ary GLOBAL PROTECTION PRODUCTS . L.LC. wp 5* „ s tesr rI7/>mre F_ ,ftaR)o►.xZC.l ' 4''r la. V w >m w• erwlw.. >s'a T7WVA. rt 7.T1'A w0[ Asa fie- ] ' fK Kn -a7r.2 ) E NN _7_ D5 1Ir- !!ff ��` .��. I /'o.IIIFIP,v*x1,LGtEtN4c/c n tW 4 - +n:.i5 Ow4],- I tI--If.a+ 4 ,A. , ] ill. __ "m .4 4f ,I - - _ __ _ INSTALLATION __DETAILS_FOR LIFE_„SAFETY_,__PANL 1 l .TQ_._PC3URIE- C- NCRE'TE QR�ONCRE_TEB��K STR-VC`TURES ,/•'. TAPC,(A VGTDY POURED 1/4-e TAD4"ON _ OJOSTINL POHRED IWA, tApcoft msTNG, POURED 1/4'e TAPCDN ipSTitaG Pptoto ,u-'I=1P O 9' O.0 coucAlm OR ANC,40P O 9' O.C. UJNtRCFE OR mcwjR O 9• G,. ._OIIMRET[ OR A7Ct" 0 9' OC RETE OR 1. CONCRETE BLOC. ;; I , CO,CRETE SLOCI. CONCRETE HL I, CONCRETE III REOVIIIL REQVIRED NfoulI+ED. <- REDU,RED �a l 11 z *' (¢' I.t. 1 ,: ]} g P 1 ._ 1 CD- I I - I - • EC- 1 P 11 ,.,.,. 1�1 %'J,, r f I i i 1 y I� tI !'` I i I 1, r ° 1 1 : , .An 4 I _ 1 [ '/aY=7P'' EIIISTI-1`-�1��ASSS _., (z5 110.I' T i GLASS 1 I q1 1 ,/-4-4P.' T z t10. - II i 1 11 t E Ira'.-1R,' T s s can .,© OI:STi7ac••;I - II t' W. I ! Ek :Rlyj,lll- 4ti AlUT S 1 I i 1Nti->d,. GE„�5 f i ! sa,a •Aft - ! , a v `- t a` U :LASS ® I ¢ . 4Q4AP . "s It ' T u M " ` ( I sDG,• t Ut Yd 11- £I 11 11 t HW,�I'}Att 1 /I M 11 :'. 1 7 11 I { §1 :� 1 i I 'I- Mat A � _ ','( I ! -I�." HAM. 1V Itl i a- t • 4, IT 1 l `L^ ae as ` .. I�� I I rANE1 LENGTE+ C� ii yr' I � J 6' PANEL 1EN4`.,'1» 11 I PANEL 1 11 I.0 I':TH ,I p W' 1E 6' PANEL LLrr+LK j �, [ ;SEE EiEYAIN7N '" t (SCE CLEVA'FEr>M 4' a.7.. 7 f`.L[ [�[ a:3N P '. I (SEE [LNATk'M - - M„ I CIA 5HCEI 12) u 1i i I 1 O,I 5.'m `,2� N I- Mn 3 I ( ON S,i.T- ,2; It 1 E ON SHEET 12:' P � t I; E_,"-cN -I I I p , I 1 !r`S[PAVA110N -( I f 1 "�! -_ •:�A55 1 I I A / r i! TO GLASS. Y I [[ ) I E n - I T I r 6 1 / I I R 1 E 1"I _ 3I Y 1 T E I 1 } I 1 L,!2 ' Y i I � I r V H'I _ IJI k jI- . 1 I I I ! I t/- `J Y I L `' 6' � If ) 3 i 6' : I � I I I 1- { - ,y is, I T 1 E , s�,' I { `E� �- ' I I t pa "- I I , Co _.. EO - i .1 -__.__I 3/4 1 I ., .,.� I cc', •i, Y's IQ Ar» W:, ErL i•a l•�e Ws i 1'r. kCl is M� eCl-1 ./Y! IF •/a a TA-C':N - /4'. TAKON :/.-. IATIO. - - I/{•. TAPC'.IN ANCHOR AA 9. 0 c. A.aCI10R 9 9. O c ANCHOR Ae 9- O c A79rD*R O 9. TT_ rA1POURED GONCnrE DR II KvRED CONclim ;P -,1lCR:TE OP E .1571WG PUURID 1`C XLAEIt'I EG POut,C) cowAE:]rE 1L6TNG OACPE/E BL.'w',CN REOV-ED tow--arr.: k0c. REWIRED.. CONCRETE 9LOCN PEIXJWM: GL'4K'.RE2 &LI„v,'T: REO QED SECTION R-1A � ~ZU,JQt�_.EI- 9 REGULAR PANELS _ 9L1 - SAFEi7 PANE 0 PANELS 9 LIFE SAFLU .F�l3FL WALL MOUNTINGS WALL MOUKTLNGS SU,e 3/5-" I.". ,,I., ...... sr&f 3/a+•,. ,,'I.".", #,,,, ,r 1 N _ �l� C/. . E' EH^ 2'..' WOOD PATE I EOLIRE➢ Ile. su sl,rrrs IS Al to rqR .AA>SAC Ali116R lY}[ rrPE a SPACe.; FOP INSTALLATIONS .."r upoo1 .wFO A NE OR SP1a5 .IR/A.W lAiC*iW $9rC11t65 A4+ Y,H4w)W ,.all. N!cw 11•Aa4 (Lt) - ] _ _ - - T ARr lucr on A� - .`DCATM ar ,wz A•pM4lM 4lEd 1.__ Ik 3 7 4 Sc1+r O,f FIDA ED. LESS •tat; A Ii D L 11+'1 GCt'CCAAE REDtI[F ANca1Oe� ,'SAC"9� deea oat... leWa r� ' ] e, YJ:'IPt "n4A". 9.4cWK: 14AR.Y 6 9 7N FA fNLTo AQt,i. EtRI' G8CMI8I[ dA) rMaaR '. ' ,-' OY FoRSCIIv.0 O RA K troll •,w pw:IWT,pN w ill .•ossraL. SWIL 4LDOCEE SPAL:NG OBTANED USPIL 'ACTON S.M.1 Opt Ill LESS I,- A.,tlM 7iRAL•.G '1+7"TED FOR FAO+ ./IO,IOP 'YP[ OA! THIS SCNSDfA.0 ] -,j. 1• •,,' O44 G.o WOOD HEADER OEOLARED *11'mr ��'• , ,ENS"'.- P--- c NO.44167 - FLORIDA BUILDING CODE (Non HI h Vv,oc;My Hurricane Zone) * ' = : * STATE E OF - x am " _.. _ .� 21 GALE EsALYAfhZED STEEL STORIM PANEL J n _.__ _ r r "'ORA' i P all _ _ :+ t- 1{ L8 C V 1 N C ,rs+INO cwNNr ..___--. - __._. _._... -___, er 7 !r lm+m GLOBAL PROTECTION PRODUCTS, P .LLC, W K 14tr1A5* I-'-- 'J/L,NA>`�`�•//,ay-,-�j //AII,I...I., . f-, a EA1'WErRRw ] �N w lb. ,I.,V.. WwllplL N n•a -,., o,•, �- ur a+'-,+-•• ySTfisl I »=.Ic .1:N, ".- w 'as.!•p-eTat I 20-175 I r I[Lft4 Awf/wrl CA-p IWA:rR - I.X.IAlj. i, PE 1 - -t/1tI1114 W ii--__ a1., I -1--­ APR 0 8 2023 _ _ - - -- _ . - -- --- - -- - __ - - -- - ---- IN-$TALLATION_ TA_ iLS-LIFE_..SAF_ETY PANEL�1, INTO WQQD__STRUC.iQ§ES � -4 �- , -j- IANCHOR I s' C, I. : ,2', E 'fl III } ,t7A. Y � M5 I Lbn W ) e - t ;1: 1 I,a. CLASS I o ri5 W,' S A .A TPA" J ,. TIP- II ,- , ;earl, `WAr-.'1 n ,I . _ .O,T I 1 • PANE __N"^' I 1 ,5[E iYA1T0N n ' 4 + ON S,:r 12) 3- N 1' Wil $EGv'ArIOR I f I 1 1 4 Ir I, I I I - --- T 1 L/2 - _ 4_ t , 1 - ! eYv7 cc *y�amv,,. I , I I t/• a �ANI:t"TE PUh - _ ANCHOR O 12 I/w' 'S'. ALTERNATIVI<J1-PAIL __RE,QULM_PANE" Y gLLL,A- .NG5 /Rr'- n 1 - II 4' Y I F A I 5TAL1J1 >a a ARE I`iliL VALID R (. E, N CI f F DESIGN PRESSURE AATE•NG$ (0 S E) AND AN{!, 1 P T I_r NG MIS Ai PER ELEVA ION ON 5.A E' f E 2 FOR N T S EIA WD.AO FRAME CONS RUC *: WOGC M MHEAS IC DE 501TNERNPINE Nc 2. Wf SPF Ci 7 C DENSITY OF 0 95 OR EQUAL I E9 IC 2-I.• Wnx_ PLATE Rrcul`FS 1 - I( RWOW Virtual Review Plans Review ew Assist, Inc. E, AM4['.I" 0 9 �.�T;Br "'I'll tiance completed and approve 2. With the 2020 FBC 7th <�==�_ _ v Cetera 417PO KI PX2300 Ed, I iJ ,/I, p MAV j, 1� I 0 1 , , i 1� [L� I (. E z IT r 1 N r - S '•.4% n. 70,:,d' I X-TI-1 I 1A' ' I k TJt • t n £ -t' A1Az 1 £ _ t ' PAN E1 111 rG ' _4 L.5€£ ELFVATICI! ,i, f iX4 S.IEEi 12; : 11 'i:e n t 14- -5EPARATON -1 , e I _ W .- ., t;tw55 M I 6. Q .. I I ;) f , ,.. "ta-t*ATT Pl US +HKH04- a 12 1./7" OC 0.°_LI.EE__5AEETY_P.E Nay er "G A oiti;W,, �' P.,, �GEN . 3: 4, ,. No. 44167 _10' .. F FI_(Ipina Rim niMr'. Cnnr III&— MInN V..Mi,, u__i...... 7n-.11 * a1¢rc,. .,c tR r' f '^ BATE 0 F c F - =r-. OR _ ' E I ? GAGE GALVANIZED AI PAN 4 STET_ STORM PANEL I OA.rR1, A �, � i L E C O E N � • i 6r 7 ]a n ao ! GLOBAL PRO CTI P T€ o►+ RooUcrs. uc. , ,'fit-�,� - "_7_+ c: J/ •.. • 4 _ DIAL r /r as NlIIIN � 4.n � IWC 5.. .. 1_1= -.. _ DN,E 2 135. -t7 29 5 r&L4i rr .aA 4 waieiribN9 co PATI- 1 'aI Rai r aW1 A-M-l[e e fRA a1JC n iif07 LAaa4 W .O..r_. T 0 PI SFA/S.G_%W/EWn ...-..�®..m....._ _ _ A_ _�4Mt J 7I � 0 I) C_ (f) M (1) _+_ U � U L ® �• (•I O O Q = M -0 0- . - 0 U a.) M U) (1)O -�/•A _ U � U � � L_ L_ Q) O Q O O LL - ZZ t+- O U) �[ j�-• L� W Q Cz CZr+ � _'IYl �-- -0 . =_ u') Q VI , � cf) _+_4 () 7 (3) c- '0110mmi _+_j � Z ,.�e.� � V C"""""' O L U) CL A% %J.,,P 1 L) = . 1 1 :D ...O MQ.- ll 0 L_ L) I I a) 0 L a) M L. co Lu 2E Q Z Z Q J r �_ LL SHEET N0. SH 1.4 "Mi- I.L.1_:;:, 1_L :x 1 V __"j � Ezt/l& EZ I W,r 1 a ANCsQR$ IEEE 'SEIIlKiet 'Eai a A7,tERP4AINT EZIB a, 5�TTET is; - 1• me. _. - . , _ 1. No. rj INI NOTE 2) 11 aR' 1,<I 9 N O GCII C141 116_-� a T-� 1:1-� f-, _ • __ __ - _ r - r 11 �o._ )o�. ,mil- - o�_. _ of o.,_�-I.o --oi. :ol. 1 Sr IIIJ , F _. _ I I �!r! -..L, rCN .-, [_ I ' . ,I I II: I M N') p �, ale I . 7 1. I .. I. SCE ",t I '- • - 7 10 ,. ,. _ ET =..,: 11 F?.' 4 A:1f TW- I2 -"I r-- ,e' EZ'/18. EZ1W/18 t)�I.CAL._-ELEVATION FOR SERIE5--ZON-_E HANG STORM PAE� 11 SYSTEM (t) r ENGINEERING EftP:2Ess- PRDDUCT EVALUATION REF -OPT Selifeulf., 15 2020 .AHdr3 n iK ,.r l¢tr NumDar I- - @ Rs�. ir.�_ U Pfo)ecl Number 2031543 Product MaoulaLYuret All American S'hl dters arch Glass Manufactulet Addiess 1540 Donna Road 'Nest Palm Beach FL 3,3409 Product Name 6 Des mption 249a Gairanizt'd Steel Storm Panels Large FMEslle Itnioset ReslctaM Scope of Evaluation: ,.,', Prone" Evaluation Repon is being mi;uva in accordance with the requuerventg at the Florida Depanlnent of Busene85 III Piefet,s,onal Rogutanon (Flohoa Building Corcentss,im) Rule Chapter SIG20 3 005 F A C For statewide acceptance per Method Flo) The Product noted above has been !e5l43d arl7Lor evaluated as summ6rze%1 heroin IU showcompliance with the Floridat3wld7r7g Code Seventh Edition 42C20) and Isfor the purpose Intended, At toast equivalent to that requereEd by the Code P- V t bP r 90 1611 N' t o TOrd F,' 3 N4 led t , re R • e aluason D Ih16 PTDduct Nall cMT91 p1 ti1YYlr g i,d rTl 7 k r - a Stoking TTxN�FinaF nns reinslons. Substantiating Data P FtDDUCT EVAi lATIOFf OOCUM €NTS EA, diawifiy a20- 31543 titled -14--ja Gakariezed Sorrel Storm Panels IHVHZ 8 N--KW..ZI- sheets 1.5 prepared by Engineering ExpleSs stoned $, sealed by Frank Bennafdo P E Is an HTiisUral part of this Evaluation Report TEST REPORTS Undorm static structural performance has been tested in accordance with TAS 202 test standards par lest ,rporl(s) *@T-ASG 17 001 by BMICAwatpr Testing Inc m - - 1 I r h- h Large rssl)e , ac't rpslstan.€and - [tic Wadi r o rna Ice has been tested in aY.'cTdanle with TAS 9 TIitI G3' rig Re 201 and TAS 203 test slaridaids pe, test repot s) ABT-ASG 17.001 by Blackwater Testing Inc STRUCTURAL EINURiNG CALCULATIONS r r 1 n r E calic:. tons emve ,teen piepaced which avaklale the product based on 5) uclu a e g ,Yoe trig u3a P p r-omparauver aridtor rational analysts to quality the following dasign cnlena I Maximum AilowaE+te Spurts 2 Minimum All"Firife Spans 3 Minimum Glass Separation A At hol SpaaYg J60 SW 12'- AvEhvf Suitt 106, UrER-JELO BEACH, FLGN:uA 31442 !'954) 354.0660 11866) 396-9999 TEAM$ENG:NFf ct-GE%r Ress.C.Jw Fx !NE•k:NGE•FRFsS �QM 1. . ' I r iin:2' .\ RL , . ` � ` /I n. 11" � t r, `f �_11 *n 1 f R1 ., _ Y n,J J I' M ::.,LfI ."`�, v -. I I. 1-111 r T7 'M If, V - - I - ..,, T' I�//J// Nr.t NTa1GF f k•.r..-I ; r r, T .��.�"" � .r•,•ft" r. I n 1. ..I. n yr a= rytil DF:FN_S YKL_:L' IR •" L -L," ee P S' . xwau A T YA M t) r/ r I'll".. i Ile + Ii - i- I. �� tM1,Y'A' //1{ II11 mi It i -I.P .. cLzif H I 01a' w' z1 I +r- yI. q# , 1 , , , ✓ �-. .r !4Rn'a RIi ------ --- - ---_z _... _. _� _..-e I 1. I--- - - __ __ .___ -r\!I-11VEEr-t1NC Pave : ,11 - All American Shrdtcts and Glass - :4--a Gal%anized Stq,d Swint featick No 33% mcfease In allowable stress has beer used In the design of this Product Separation Irorn gtazrng Is not reQ7nred 10, insta NallOns outside OI wind zone 4 and e'sw. 11Nal taakh impact Resistance: r R ' I 1"I ' eP' n r' ' 1 to I I sl listed t l or s La gP Irr1)1a 1..9 r'4,*.tar cLR nN FAP . 1 dp for str4lEtd as avldar c4HJ pKPV a E. Ytest 6'P Y{, ). and', accolihld In, In it'd-Ing... Pklrunrg design of ltr!x pr"IH'I Wind Load Resistance 1,+ • I•, _+-1,1ci has been JlH.,iq ed to (estsl wind Inads as Indicated In the Stun schedu3els) on the tespecDYe ProIJuct EvaliraG4ln Document f, a enryneerlllg draw)n0) Installation This clo,lucl shall he Installed in strict cornploince with as NX&PociPve Product Evaluation Docuenc -tl [, e enqirwe arsq drawing) along wno all cornpooPHls noted thel en, Pt h_- n t - r uv Product v l I r, DAltict Gib nls shall tie of the nTalendl 6 _ red i teal DdUCt s es c e OdIIC E a tlal O r11Por1e P$ Ar Pe Docurmn1 (I a engineering drawing) Limitations & Conditions of Use: Use of HAS Product shaft be In SIIX.°t i cCuldifFn it "ridN tree respective Product Evaluation Document it e n drawing) noted hvieln e glrYeeruTg d ty) as o pd All supporting host structures shar9 be de s, gned fo resisl ail �sLl;lerlrriposed loads and shall be of a malerrai i I r 1 f Zed In c f nrJ'Ior si�ttevlla#R. F'IaYst structure E;or d11 Ons Whl'tt are no accounted or tsted this product res .Dv , a FX P4 r i1- n. r 'n , - •.r� r art , r n Lh ule s designed toten a s to s EI 1c basis 4 - .. Ad n Ibis oduc! s r clrve a chD s 4d tin be g P4 M flgi$ p espe Professional ongineeI ripe _ Y 6cr " n rn n a. u All N which ace rtha _r tl rrrtsstaiad shad de protected against c T 1BIU d.ixtta nano � i � Ords p Y P011 FIe i•>! ag h all Other such dam Pala times a9 This prlldutT has been designed lot use within ;And .autskde the High Velocnis Hurricane Zone IHVHZ) Reppr:, fuYi% I tank limuilldo Ill ENGYNEERtNG EXPRESS°` itfail4e,G411 I ( rHe 4ulb 9XI44 160 SW )2" AvEh Vf 4uITE 106, DEERFIELD SEA:w, FtGRIOA 31442 1954)354-0660 i(866)396-9999 TtA 0ENG!wFERihGEXPAEss CJ11 FNGi NFFAiNGErFREs4 (DM r , ,I1 a 1 Gi ; IF I aim.-Y,1, Ae L'N m H a! J N: l = .6 ia` :4 3 L ' V N Tc>ttfr x 11, a F 'J ' ",. 2 g�i ' y { Iv,u•1__ aL511. 4M1N°em<+-YfN �u1,Fn ••.�iI� I C1D I_IN- . , C V rF V Y�T 9w r r, fj rvw%.P4Ar Nk1• c V r r'n Pm'w J y NYI w TE 6Y R �I �_� w . , rLr,. a .e. - i NnF_. I, I I .. . -1 ._ T,_�-F_ 1 ,_..,.`I- �• f \ r A t 1:; ] a 'Iy iH _­"... I IC: I. F E 1J rFr-.t. 1 _EP 'Hict-z _LVI I I " . L x_ r _-.. r - _ 1 ,1i -L 1IHIv.c I 11U` n * 1. tl­;1, / F« T f P✓,h / ILV ,.=.; wl.r-+.. ,•r Fr •r iuvs rrr`_" zr.. fr r4+, ,*Yoe, _y� - - � - �' Y -T- T-Fe - / w � sA / GttrOHM i"JPF0,7TOH,_-5� *u;TAA -" 4 frLXGYY TeF'F W. T.gT ��,. LI STl�L.ATION DETAILS f4-q__5jERIES 20D0 E- -1 k NN4`i STORY, RY, _1AN _ 1 0 l OI�REe OONC�E[ f} l4R T __B tick At�L a•_Q_.��a.._ a1.RLCTQREI . CONCRETE riR ' 4 R `4FCr3N ChtIC4Y 1E' fiL11CX .;r. Rf.Q{JIPEL i... A1N"94rdP 0 a;r` . .. . " I �, a --- T'- li 4 I. •:p41 , . a A.' - - s,€wb TE'• .131DO •'F1N3E? JHt ' wE% HIAD TEN a _. Ia. y •`s Y`: 0 1;••' M'VC_u .rF=J' ''- 1 -`5-4" 064' tROIJ 5 21 _x-, .. I I' _ � fK t � I.�e_t I 1 9; I ''9 �, I l /.- I _ `''�jj} - f I , �„- - x BDv +Q t I A ) I I -- 1 _ _ _ ..{, 1 Y a I '- ��I I ` xsr a4Rtrr u I tl n. 1 r ) 1 ,'2- _ •.4 A R'-Sr FARA 0,-T 4%a GIAS"S ' " e.e N A '. N 1 r AAArI._• 1 II 3, $-R _ Cya6'1N5,-R -_ A_LIk4'JtY YT:' -A i-1 PST �i-. A•, B -__ kusuN{Ju I'i FrFp 1'.. I, 1, RvV Itl `I I - 1 k"1N t I T I 1 4A, s e4; ¢: .gJi] R _� B 1 Is 1 I ?il_ 4 � 19 mT>rd.^ a � Y _E,C:F.• 1 I li '-`u,r I I I SS1 1 LSE'ARA1101-1 I - -., n-c CLASS 1 ',- a FAN '. DN � ''- .. An.: C1 r-w _ titae!'CPEw i to , I I I p d lt LJ I __- _'• 7,+ a' 1, I r -_ CXISTING FG:r'Nt,-: ll- " , 0i'XICI NP r w ',; . „IDNC'RETF CAR Atr. CONG'RJ TE rnP: -"• Ia t,1' Iiw.E4S REOVIRYD MYALL�+,��1•jifi,N� WALL_MOUNTING '•�EIHyG S�Lcn IYi'-__.6-a. ALTERNATIYE Z 1 W r'', NOTE.•XIN - - * N.NI -ANE. L,Ey_-1. IRSIAL!A -ON ARE JN Y YA„IL, OF. NI• �r 3�N .. T4:, Bf 1'-6" P;E L;R4 RAtINC +. - 40.0 r st AN - 0= MAX RH IFL t.EFIGTH -:7P NEW WOOD FRAME r 0NS,TsUC7-tt WO -Dr, 'E Aa T O BE k1 TFIE RN PINE N T _DAL, c r+_ 0- N•,fFY OF 0,',, OR t,,WAL. - •I I: N r,Ir•A FLORIDA BLIA-C-INC _-OOt (Nor, High VelAc'fv Hur='sore i 'O. 441 _ + -. .^•_o w"' `[4 GAL"Y i,ALYAN(2€D S7€€L iTORY PANEL I ^ems# _ .. - * - TA1t ` �r ` I L� . N c CL(}gAL PROTECTION PRODUCTS, LLC. ;FR" __ ,s,zf :; ' NV " n1 "� "` ` r1 x a I"- - 20- 175 n C ,P rU LE - .....w.- _ t r: .. a•1er . .. ., �. , N, • n41rwM1 A Il� _FrG.• 1.•'.L. ' Tu4 of R r, '._'I ✓ I, 1 a=exb a.� " _ _ _ - - - -- - - - , ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED ' TEEL STORM PANELS CHVHZ & NON-H' 0. _- _ INEITH )KNAIPEi 1F'ERP. TC. PANE1. dPAN'i : T R- FX--,NT (L17NN r rrl' TIP, R`li'C'-'1\ - ite,'Y - .-- ')P"FTCNAt t d11 5- TICH -- T - f ' B':JLTE WV H ,V Hcl'EQ w1N.•s00` rA"TE#Prr Ilit, OVER0 rA! ;°,LAY !l'`.d: btt'4G'RE iA �T':i,?,I r5R'_E'. $7 S _. i .. -,.._V - - . - �t,�I,-- .JR,_j ` - II �� , -� , -Z (1' J _ 1: rT .M r^ ' L f c. n r.II b, -_ rTAY DE PT 1c-.- ^ -- ae �, - F 1 TYPICAL VERTICAL MOUN' ELEuFATIC)N 1 .: ELE„_r. _•TT., Y TOP MCl LR4 C.y ' T RE -I ,t: .-PAN rRh'P nfiE�O1 "ESTRUS-'VN; -- II_JVN ONN T9' L nF v'D) ��� - L, L.,r can- _-�'N_FFt"i-'_-A: at r v„ An'.. L It 11 I a'- d w I�+ L _Tr, e r"1, 41 NT a PEQ OJ I III E0*T-M w_],Jr47 Into" T-1J V Li,cx AS aLE;1t (S,D'AM kS•tLC*`V 1 ,19STu.CTIQN7 1 of +1,.: of xi' HEL-. s IFQIJ,FF� .)t1 A:)MAI W 10 5iITCH "' FTD THAT CCNIa-r_T1Cwc A14C' II BOLTS WITH °4AS•MEREG ANT tN.. Art LF'Eb *Hi C. ' 4rISPr 9 4r(NGFJUi5 rA5TEr4ED $'1 -,¢'A-.- atY+vr S IIFLJ4. O�'TD,. Ii4. ON. 0,41 J ERLA,PS 0 MIT [;',PAN YOSF - _._ ____ AP%40P2AF SP:-,NT4RIE VEP.TICAL MOUNT ELEVATION NOTCHED PANELS 1 s ' ` MAXIMUM ALLOWABLE N ,,'; - DESIGN PRESSURES: : r " ' 1 '- AS rJQ ECI IN a-kt+-NI DESIGN NOTES _1CHEITU E; I p o! PCAI"it AND NEGATIVE eE ION PR.E'SSITRES r_ALCVIA1 EG F.HN ,,SE WIN THIS SI''S TEM'ieire-L BE CLIP TERMINEV PEP .r e P A- P ,1 C P A N H sE AR Tr'a _rw oNEc iNC N AL c rtrE Y rT FrrE R 4I C ? L,4YERNENG I;00'EIPflE'.?EiU RE ECPa 17,E"iI,FNVT ,v.' a,_ ., s LL v, 1 p iN. ,DF THE IN A { mr,Io,T4r :' �.r J rt0 aNAnHA L6(19 JF rtYE FLORi l + r I ;. 4 PE THkrd � IR n 0 $1' , yL4M OR_r UAL T3704EF , " r E P,N ,LL L) 1 " PRkS.6,PF CARA 1T, , - ''-. N F[� G's" Q LLI .. P.S FMEN, es s,<, ,'., ,c m GENERAL NOTES goy T= SPEC IF""ToN M'? BEENE- ""eD AC 54)�NL' BF i,WN.EK'ATED ,rP a• P!EQu1R yf y IN n ',N cCRLMMCE win, THE EMEh := 3lE rICIP EJist'* Ll�i£ F{ NTH EUITICN '2[ 2C T FGP 3KE fr6 LE AN 11 C❑TS r1 N.lH`- PM DE C- T. E - tI `1 G TAS 01 IO: AND,.'DI�s1Pa T 't L_.C_,NA.t.OP. SH .Lih`YESTTGATF r_r' -, I A4D Cr>tfF[�[ N TD ALL LOt ALL OU ILE NC .-Q1 E,MENTIM Lt.-INHIGN Mw' A CLY Df,'7&R C4tttRU BEYONDAS'TATCD HERtt1 FHAYIREQVISE Us AD . RIO NAL SITE 6rf' IFIC sE:LFD RxifI EE;1hC I I ND 13-Lr3C INr REwsa IN AUOVIARLE o-ikE'" 4A, RII 11AfO IN El4F I' 9EsIGNat, -TaiB SYSTEM Y THE HITE( a F l E All1: Nl E.T ENGINEF► F PE -P A tW S< - P Ili s E. 1) �n w H WHICH N THIS CS :+ IS i >L R5 U5. ItE Tr t ISO 6 E sH � BE RGD'O 6ICL2 ,E P'Il;T P T T "t H T(' E eG C ALL SUP INL LAC E_ J L DEStGf+ YA !C RTH ICU LDIN AJ1All a P.Tif TE.sPAT"Li 8Y THE PER,!C, e : nNTN Cp- 4 e AP Tr SCrE-S DEC tit[ rx C EN.a1k FE iH %� @E RYY,'irC III Alt C A F f F o e O o_A TL iJN tOA nERE_TtDt 3 Al4S G-+FTRr74tc , � IT - NrF_III. IA/T Tllt` IJ C.{r Rrf A i Ai0 F.a r A F JH a E ICE 1F L F TE t -ALCUL TTC,NS .s CE a t, ae rtC}u"aeE: nr G n I,T 'PE C 5du NO PR,rrV CC: CC: tx:ES TC,1 Form 51TC.ID sm, rrT i TIS:h FOR f,tAJ C,IFIi SET'-. alit CC , =REAM TP =aTHE L_ ; 'Y f A - fl } 1.O , U GlNkl;t R P.E=LI s.-PIVIN" 'j- ' i, ,u PCHITE Q1 srR 1 CE!%3Cu➢ FrNtTi Ft"49 lEGig:Y'ERE7} c"'OU HCTI•Jh WITH T H I5(Kc DI: If 14, � aA[ W'�5' N, b. OESIGIt PRFS5VRE`. NC•TEL HEREl F44R.Ie a ,0 OR ,U'13H'JM TE$T[C rRLs:'URES o1VE4ED Br A 1.5 stir-LTP FACIFIAL - r�, i tiro S :, S.K ,. AU FAfTtIrPd T,�RE y ^+ R RC4T;, AE GA4 ei Nlt�-T. fiI,T,p'ep C.iMC4 Y7'E. aAE,TE11ER5 Stl�1L6 BE 4DM[UM PxAT POR-�fMEPX'imE 73 c A, - I 'SV o R ",TA TNA IIA C ft [TR C_[ N T Rl ANJ LL 1Mr .YTi-"SPEr'i M: IHU W'TTON �M w �+ 4 ,'KX�'I 'i FDP A JM STPUCm1RF.S^`E I a DY THE A N9id 0l'Un0F4, ,N . A ANY APDU AI 'EE,EkA1 4T F NC all W' L _C DFs (,-I 1 <r 4 ST Rra PANEL!, A FE 1 Ste LL r H LL .A E / L3DN P,11 � rq M I Y ] -` A TY TP ` 4 n =a` t3 Ii,L , ATl`-FL G1, r ,rT CI54ONS w, H 2h H T W Uj P A A' } P M 1 u. WP'4MUM Fx J51J hS SH L 61h � 6 w Ru M1.0 - L,JMJ' cull FP 1 r4CI EG DTH E. I rF S 0et11 - H aJ1 TE 9 - D f FY Q DfC T AMfL Y BF N "'e"T JrE 4LT -W ¢ D Tl h4 DfAs J AI n?P I.aJTALLY As AP U' WL I_II CT-E . s TEL IIRr -mom 0 - I Q +:I ,If ONLY 'N41ALL 11 fY R cRY,r- �k6 f•sk r•s ,-x•"MENNT ON - r' -'E•T _ _ t5 R 4-r0`451B1£ Ti IA`dVTE C� eR' A1,i. u ! : P 4 -. `u. E - 'kfx,YSL - Y. ' Jt :LIT' _' L .TE 6TkU loci DE1141 A£ ' •. HIIN INL'! 1 7•.RTµCT"ff -. 11 . I rni n F I%. ,M Ii t iCH' G , ^GR DR ALL [Q:,l ar5 .Nt LUDTHC LK•. It ';"'t LTING FiLn'1 MATERIAL - FA5RICATFVN. SY t tFLI ll' .. IT.,, t eTION FIVIZIKES gE1QRC TIt '+ 1C 7a r,I,H.m FOR B LI]CAL, 5T.IY A F[XNA1.. '.OGES 5 FPC- C _ -4 �EVIAT4Dn3 OF THIS PLAN 1 c F-11ri As EXPP1IS110 PROVI ceD HEFErb, Mr. ADorr'"-AL - fI N� F AFi MArI A IN k n� TI FT TbG .. G 7R ETN- E - Te GEL fi'a ]6 ITir. R. 'TIAN: AR [TaUh OR CT rR. n,ARx1H r Tr• - _� P D is a [s =•' wrr S AP I"R FEPMIT'Rrt, Aron ury AunAle rats i:i'rIYFtCAT:>v,N i' 77PWL^'L5 THIHW Pt PEPMANENIL LAbEl"", eYdSYl APOI-LI LIM DF I;L'r „%E,EL �' EP fVEr1F30Fx FT Cl.t ITAININ,:.THsr l ovIN,.INHwRMATBCIN: 7 5 'I.,^I AII.ANt Rit AN Rk arrtEP'-.Ar1E,GlASC y.5T PALM aEAt M. FL f"1 rq1 ','I,j 13: 'AI, z0J r C12 NTA '% 71 LJPinw FRCOSN' T IPP OIL.rIu14Ek ,r '�`a .YP,:r 1 - VISIT ECALC.10131543 f ,r..5r nt.ie. I b it f3YiInE. E6f ehY46iP'ti .M - -111- 4aIIr-F _ 11 ri - - 111N1MUM ALLt3WABI-E SPAN SCHEDULE il- I tT5 �LT��CE! TOP MOUNT _-_ 1 s i- z. 3� Z i T � _ +LLQI�rABLE PANEL {PAN t CLASS i e - ' a °# 1=__ = cant ` SEPARATION SCHEDULE: -- -• ,' :' - .a 5' _ `' :6 s9 sIn �I E n ,. -1;, n' � 5 f Y nu ar'_ - t' ,a ,x 7", l ll I § _ _- •a' 0 W V 1 ..r -. I I. r i ,�i I' -. ,.. ., ,. _ ..LSiv 4r "T w .Y _ _ _- Q ,I' fls Vr }T _ il. b:f J_ «76 - W �. .. I t F' T. d' IC .S` i :,RIp S4, 4 Q Gr-cA tit, .I o - r O - At 4Lr 5 sir I 'sI It' k _ B" 1 91 d a w 46 Flu.'' E . `Y d se' SG- 3i E1 1' � ) _1. 4 4t f Y L m- O •• W W. III a m x. r tcr. a A_Nr 18 1< ag +w I' Pin SW ''.IHII M,:uDi, :.t" -f r � 317 e',ti' y N 44 J$'� ��.. .., � I Y `� I + _ z Q I I I i Y1 1 I., - f I I I - LLi t- T SPAN SCHEDULE NOTES: IJ Il P r f �TF P A. ` D-y14 N O, ` V 4 l ..NE 1 h, � I E P M A 19f � 1:YE'.TF rl Ir r74.%9 P t ,1w B £ U A c>r r 'r •T WITH YJ r l V l 4 A r M°' � w 1 &1„L!'_L C BCE CP . \ i II I J E i' IE Etltl a� 'r c. I -- 'I `1 I � gjM1 iF f I Tp�� 1 AtlAFPANEY i .• '.� _ S U1 p r._1 LLI I I f k t , <'F. aj W T 1uI EQUAL TY '�1 p I RPMfip." _ .i 0 ale ,7 uC1N:15 LESS r J L. J L 6 "qr �, i'M 'A'a N_L, r I f tilt ., LLI L 1 I h • , cE F F- �" 4N.. A TFN P ¢a � TI 11= fi f -.1 "1 1 rP w 9L N F 1DIL'i A ,w I [Ip{ I n I .• _I a r EL P .E �' .f Ai R cT , F-.t A FF F.S. t .EA n .. N Te vA1'� L • i .. HLF - I AIs AND 11, +.E „iHCLr.D1«G a'Ilu r._' _MSC t'I.1•r , 1 roly 11 {p yj j 1 I 1I 1 � I .r- I • I. K �W. �f a ! Q $ * f 8 �I S LINEAR fEkrCJ�4 TI.H nE J 14 '" iL i11 i -_ ..A•E "!•F4 Y`^r r_;F 4E. � I.1 - I I 1 I � I I i 1. I i I .... rF ®® TnII E4 w1 00 'l , __C t 1, �, I PAPAT70N NOTES: GLASS SE O S I �, Tic .a _ ..._ram..' ._ R N v, M A 11 f.r w ,- Iwt JEN E .£ + L'i4J F £I 11 � '{ �_1 � i I ' I r_... � ,.� � F t I F�" 1 Ist1 S F kr {{11 PAT,. '- w.M T.rT n .(t V F hi} R ri FD I un L A F 'i •,F ,R T 111 z �?t'y VJI_.••E1_ Ir`:F F-_5. E s14'r':� ,ITX' ri 11 t4/ h- f SF I•nER..r,:-4 CI, aE"J,cEy l'-RC13 i- .CE c$i_ .'-r[E!W1_. _�Nc'.''0'.1.iEP LR -Mt - -.•-�s .�[•.t. "." 4 J,t d 'F'�X5 4 � i� a _ I1,. h $ . , N; W'1'e, 'F 7n +- >1, ': I I;4 I v Ica _LATI'J _ -71,E a f n, � �.,'..EG £'�E4 - i 1.. 4 111 I \ 1 A R ` rl . Nay 1 1. -!, 1 I E sS 5FFA 13 iH V l _ r9 _ -, IL: , 'LPIi1rM ,Syr MRM4r�.:.: ° .._ L{ ,T_ _,y.:.'7FFL' 20 ?lS�t.', uAr.i ��� ,+1 PAS=OMIM�[rFG:'yt- OPTICYNAL EGRESS PANEL DETAIL M I . ,OPTIONAL INTERIOR FA •-TENING DETAIL fNTERIOR FhSTEN INC, D Cp4'-j'-0094' -4 2 @-U.7sa• j 2 q - i ?' P ,.k -„_._\ C-O 625 I. v' .-.:11.12s` 05 aD GA r,,.$ O7 !��,- Dear WI ,),Iar' ETw, P -1 i oA Hi -e l _ ,ea _ i 91)7 ""C.0'a"." D D6'2" D.R6' -,`-" rJ, A.. ..Sct 25' 1 CN iJ ' zt D T`T:74IOQG" F Z 1-dE� g4AI0' -I 7--� 1,LTD0' 1.- '�t1 I! 7 C - �.. t21-�-- i�II !UT" r>'H' `4wf> rt euaq-4+oT •,r' HEMaR (�}NicLE'. J-FAN OlC4piR,[_ yS;< �IS 1 II II r k�= J .� 3. 387" MAN )I ,P.311- 1�' 15If > r r , 1 5I. 1.5ti0' L5&1" -420 fI' ;7.1E•5" 47s5^ O.l7b• C 4 '" 0 31PI-t t- i1, 2• _9- x i1 .. t � i C 129' yjt,�����Pb55' 414 - - 0 55- 17.15D'-'f F` '�b55' I' Ise' 1 �7y:- « .•ti 33^ \)�� 3 e- 11-5W' RefiEl (7YYERAGF .I-- 1 �.- I-_- � C.25,i � * v' $ - N a?S PANELGEM6Tw--_- Iit - D.545, C;24' I_ •.:1`,. - r.r. C _ � L❑, I lea' L�,_ j i $o ^.�•i-rP� °rn u . _ - _ r4AF!Trm 1 o.O4T' xA. ik '' - Gcr3r t ; 3as 4sr„ .as s•_ uv qn �-- L- J.a 5' h OL En TIP TIP 1 0,770 (ej�] a.MLo-41T'r 11 �� r , P_ ` O im �; r - 0.557' J F ,':i xETM was+Ear V,s H . I a nti � r Ss Z M _ 0 1411' 1�� b �_ DINT•_ O- �, - 'l.-t.oroc. Q.ryl2PS� ---_ x� 4c W- - �1t1I ,([3 � ,. -.. �I. Liu�Ll "r - ...IEd]iNF8P1 r- � � 3 ' .,P �..ill � I 4 JSF7i �OvLk ss *}��J�rJ �Sr/__ yam_ 'L i� n N Cu/ �/y'j .1s` M4X. RpI4'MA:r ET/RIIFR GLUBURE L,ETAIL L-� �-/ �-�.-j �/• 1 � � v r M1 L r ].laEr' ?^. nlTf h 7 '• G J MAX � J as __ rrv-,Xr._ - - 4.,�, , LU BrA LJl-J0T W "'.-I-, :r JNV� ,. AN .� 1 T4P.Y , FwA.I xi , OLSi SE y�//��jjJJEL, w r . . • Q J 0' J r _ r1 �.`\ /P't +. r•r dnc; ..r ...t'w ;, f98E0 a ^ems SQ �r u .+1;4_eaO�I 1 t'DD" •L utR-a�, rt: R11 _ % Y,- 461; cvERl.A ., . .�-.n,: <_ / \'\ - 'IMP (.lro S SLrIH c... cat '•a:rr 1 TS .- rl T Slnr f m "IN w' u.I: Ia .cwu, P. � i 1.5DC' ter" i T+Ayw r THAA Y-,l MSN ,., 4 OBY 1R Y r riR." Y �i x� r',`LLDk4EFCLbsJR.t M_.; ;T . ,.. .h :1.J S t '� -EMBED r y 1 r rrA:� r 'rAurR r,* µ , n a' Fy W CuibU OBTAtI '-r �,-r r L' � . - E a1, - IJas ieis ANCHOR SPACING SCHEDULE: _4.,Au"E P4rEL- P-NFLiP.5TENERS 41 12 5• GC 1-S' EDGE DISTANCE N MAR D[SraM SP R P TC -y-: 5(Ni Us ills i' •Y 5F,W • TO III 14' rRrksRac--Frei CgIM TTPF C6NY TYFf n < to cs u n UDYR TYRE -1 c1 t�;�i , t2.S I51�' la" 9 v' 31'D` I5 o w_, I ciR' 11. 5" 16 D" 9I' N • 12.5 IbJ-SLE" a.(' 12 I o BE" 5.. 1:.5 I6. Ua.1' r E�. fr' Ill: 2 f 16 P' 8 I' S a 4.3' 4.�' i2.3 ac.0' a-u- 3.1' t'1' I6.0" F' 4 5.4 s t_ 15 a.1 5 12 D d 1 NI 5 L2s 5 1 - I L s^ Inn I' 4 .c 6 Re r n 1 I'.3' 15.G 720 46 41 _ r1 TFiai• tf " " 16L ft 9" 09 -I6G - e S' 114, A 1 U 1 11 v- 95 124" 1 .'Ill' si.S F 1 lx T t., r e ls'r t] 11 r' 1A D o' 1- ♦' • 12 4 16':' e 6' lD 6 1 5' Ie 0 12 S' mi •8 ,,45 te' ••U ,t_.51D5" 12 E' 16. u'125 tut 4 '.`G 1..5" I6.D' I1. S' 1G.. l'S' 15 12.5 to I ^ 1 1: ! 14 D- I Is4' 12 I ,I -. z - _ ';114' 12.5" I,. 115"1t.' Tam a6 li v 16 D" 16.7 1 4 5• r ]6 15.3' U 31 - IFS 16D ! 5 - sl t25' 16 D'76.D- 13U 32.5" 160"15-5- 11. 12. •' _ tl t 1 -__- 12.5 160 155'311 32 f'I60 155 132 t F" Ile 455 11, 3 5" WGE DRTANC-t -LK Cw COI= _ I. /.25 IV/-. - 7 ) ♦N 1 / J✓ 1^^r ' 4 �_1 It �� 3 ,y, 2 j A F i-% ..,, into rI,I 1 r 48 4 _ 5' y } I a q,Y HittpI I F I' 12 Y T i' s-A r 5 APtJf ♦ 1 10.1" 41 4 13 1 2§ 30 14A 1 fl 5' IIY 41 ❑ =1M ,z '.25' 1IT ,I?"- 4 2�1 9 4o 62F' to 4!' 4d,, - -- __- czr I111- 4.1' 4C v 14.7 4.6' 47 �2F' 1D4.9 _ ' ' '13 12 S 16 V- I4 1' 11 12 3" 1 ce 9 " 7 S I: S" 16 [1' A " I ❑ .r --. ...., ,. L2 S 16.0" 1t.T 90 1x.5- "So" 7.8" 6 3 12, 5" 16 O' ' 4' 6.5 48 32.5 6: 7 7 Al" r.6' it 3` Eb U' 7' 6. 12..' 16 D ).r' bZ y ,•�.= -E. TIC 52 12. 5' 16O "' rz- 125- 164' 77' 6. Z 1 .5 I-.D 7.1, 6. 2 `+" �•, •` 12.5 ,a"* I+• 6. I. 12 l- t4D ).t' 6__ S' Fit 11 •' 62 1r+-„'".""EP 11 12.5 Ifti- 6,4• 39- 6.2- 11.5- 161- 43' 6.2I' Or 1.C" 1,2 •Myr - ,r- 41 12 5" 114 S-2- 411` f.25'I 93 3.6' 3.3' 625' S 1.• 13 49 52 a25. 11 s' 4.4' 4A s 6125, a T 3.5' i3" 4 -"ILE, Is d-25 10 11" ].3 61 ` S 91 1 S.15' 11' i5' 3.3 ), e45'- 9_ 3.5' 3.3 iD ES-1 - ., ..n .. 2' 35' 3 - � I' PDGE Dl%TAN,- F - _.. - _ I - AMCNOD - -P - r Tyr$ Itse ` ' F T EMATE. -_._ _- ,pp1�___w•V 41 t. _ A t3--- I _ _ - _ - - ' 52. 12C 1.'. ;E-11 S 1-. :''la ,' FO• ..S ,e.-4'.a, .V I'2. LS �i' 16".: •} ['.. I {{ rr 60' 13 5'. ------'-- - - -. _ -... • 1+ • 3 Uf Cl1tICP I ' i - P3 ,4 3^'.' L2 12..5' 15 n J.8 6. ' 1 x D s 47. r S 1,t 3• , 6u'till.5-E, 7 .4B : Y- t6.V' y.5^ 5F'73 2_ I S 166' 9A' SN' ; -- 72 L 5 I ,, 9 16 D" 5` 16' =1 La'• 1-1: 4' Cnlpto 33 l � 4y 16.0"IGj TAP ::Air' rt,%6' 41 ! - ,.592- .L 40 _ __ _ :.S 16.0• 4.1' 1rd W T' 12.5 if n y � 1 0" 4 9l E'1. 16.0" 91 7135• • 'JY ENFLx 33 12 S '150 a ^'3iS ] _ 1 b S Ar r,•rN�Nroa,'- 41 1ST! 4 L2S 127' 44 0.23 12,4' e I'- 44>NIAC 48 US- 1545.4 5 _ U 25 LT 525 12.?' ❑ �[ tyE� 52 i' !34.� `5' 47' le 35, 12 3' 1. a 7 C TS 12.3' LTI�Af '2 12 1 r' 4. ' SS' .1 T. D 0.2S' 12 Y' I y 6 .3 ]' 12 ANCHOR NOTES: wN-Fri • ka'P PRODUCTS F T 7F. SCHEDULE LE LIES TD ALL JD41C 5 CERTIFIED HERE '• PR' EU Cy4L J'JIDES NAA1M N' A FA MA A ' - - F'D UM ALLO' 11tELE fA?YOR S ClH4, ..IMUM LL,JWABLt 1.PANS hh0 .ESSUPES INGKATEG P PP Y 14 ANC 6l LE SlNRLLA L Er4TFP AN PA A 3P G GR SQFCX.i LE BASED IXN hiL F St £N£P _ AC'NLi THEE 3T Ir T' K 1; S WE 7,17 U T KI TV t ? M4 FF '{I IC4t PE ELE _ LT6E� LOAD GREATER TE4P.W 'r T - r, c sN OF+E AL ra NH D ,UC E-:C FW L C r ANp �CECT SDAN 6REG.TER THAN OR El111A1 TO SNUB EFi SA4F/ SE Eu'7 CONIQ ,, I I RACEDWM_ NITN' TI",y FE IND , MA t,Q f �tI [ L, .XA'Dl .i f -. MOL LAIC DCI f E : 7 f / Y SF Ir,'I'A -T I.,fJ .F LJDNEC ION TTFf T RE lJ U N rF elIT34 PhT Ill XT ' STUDS USE t CONt,UN .ION ALL . III „ E R USIOPIS r FN' I (Tur-t 4 is nu tS O C PANEL EA57E NEn aD+:L7NG TABLE VAI.UEi FOR a r L ' S fAA1U0l1 Pul • r 4 { aG LC SIT O 4DRLOF S f I t4 V 'NSTPLLED IN AOCCF.GANCE WrTH NIANUFA711RER.5' R£r0414ENMITOW. 5_ HOLLOIR a + I.:bT STRUCTURE SHALL CON07t) ET TO A4"'TIM CW TiLDCFI. 6 MNINu4 FMs :-AFNT SHALL OF As NOTIM IN ANCHOR SOFEOLJL E N M IILNI UN E BcL 4N0 T0. E X R F N Y ff@1'r EDGE G15 NC E CLUf1E- _ ix l"n J,r BR1 dL. A D ".T Qn'IET. ALl FINISHES FINISHES I 4" Yr S E_ ALL i IS f55HA11 BE UNIFIED Tr !/ /4r. 3R. SHALL BE VEAIFIEP 8T OTHERS 70 cDEQWTTC-I-Y TRANSFER LOADS TO HOST 3 RUCTURF �I B. C>7N171FTE 0.1y„?10R51y0TED )N 5 B r -N� HEREIN HALL E EMBEDDED N l CRACkEU CONCRETE •ONLY 9 WHEREEMI N F 57T G 5'WICTURE IS YAOtX3 r4tAr41.46 E?(L4TI NU C3�T1 066 MAY 3RY. R V ST IIID Y H TFt4T FAST N fit T - ERl E FRS 4RE ! O A ATE IMOr3Ea PRAPBrX; MEMBERS, N PUSS' F , 11EC21J O SX)la AS'ttU0. TO RY'YrOGC IS ACC�_FT1ElE ONLY FOR SIDE [LOW P,E DIES jr' WHERE ANCHORS FASTEN TO NARROW FACE OF -'TUL FRAMING5 EASIEWE0. 511I BE LOIATFD IN - ,i ' F'I U - I' LATER I WOOD L 7 4 LL BE S(XI H C Sf I-0. O OR GRE T R DEN rTY M WOOD RWA1tNG3 14fYJ0 STUD 5F4AL18E"S;r.ITHERN FlNF"': �O SS OR GREATER GEHSfiY LAG S(]tew PA H H 9•NF,LL HAVE PNFLLIPS N HEAD %:R Ent HEAD h MX^ A F ✓r T P - - 1 TIE _J BLE rtp4pp,5 404E OE' A3. ANF134ATE AU POO A • iT5 '..''OLIO -SET a BRASS Ibr�MnFC NW- -R A HA' II 4. _ RNE S_ Ew5 SHALL vE lr?" MiHIMII ENGAG ENT • TTI NT r TH ETI OF REACS 1 C E BASE T) ANrJXDP AND MAY HAVE f11iER A PAN HEAD TI'Mi."i5 eFEAL'-, CTR WAFER .fah {:JDE'wALR 6CY_Tj u W.,'i 11, Mind MUM EMBED IENT AND EDGE GISTANCE FYLUDES SI ,x CO OP, of HER WALL III NISHES 14.=y �IGNATES AtOCHOh M*JMTECINS ,4H[CHAR€ W)T AC(:.EDTABLFUSEi. 'c * DuELE I MGLIT1T31G CCANDI'Tr_r* L5 LlWAr OFF C9Pq,.ATIT* 95 NW PER MiTTZD FOP U5E WITH THE e11•=FiJe 5'_HEVI LE.y L3 LIEU'J1Y TFga $HEFEr -+--& A `(1) rW y _ W � ] U O -"'- C � � O O � M -0 0- .0) U � � N � 0 U C10 2 -0 C 0 O Q O O LL M O _CD Q C- CU 0_ .� ��/�/�� V J E z z LU J 082023 ►rtual Revie i i Plans Rplri.,... w A ist till' complete • - . the 2tt and approved FBC 7th Editiorr Anne Klah PX2300 (n �J (1) <D ^W r� i v / > 0 L U) CDL CDL (D Z3 (10 0 L 0- 0 W L. M L1J It Z z Q J n SHEET NO. SH 1,5. l-- I 1 1 1 1' I'll 111, 1 _ 1- 1111 111, 14_ 1 1 i I _ 1_n®'d I 1. 1 ' t r r it t -- - 111, r VFOLD UP WEATHER RESISTIVE BARRIER & Ni:-HER Ff1,� T iV[ TEMPORARILY SECURE _ FLASHING REQUIREMENTS 'e � 3ARF�ILrR 'V ----..-WINDOW �_ __--- W NDO WEATHER \ "'! ,-- D00R ROUGH OPFNII`,,G -- - ---- I fah I:; 1 / SLOPE - / 0.3 in : 12.0 In R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 0 > U RESISITIVE g p p 1 BARRIER I / W()017 FRAME c ONSTR .Y P � > '� EXTERIOR - = ' r4 _ cm include flashing as described in Section R703.4. +-� _0 BY LAI h AD HE SIVE TO BE 0NS rr, r` sf��.. ,�>�EfR3C,1W� �iIIINi�., 3ra -r. � �. ADH� RED #= TAPE- / EXTERIOR i.. l t3FAC) OF ( 1 cm : } OVER `RIM JOIST AND U I HhLSHOLD OF DOOR Aril"i - SELF -ADHERED LASHING � � Q ' WALL :3Y 6 I#��_ '"* W' ,' rI,RN lJI JAMB Fil,,r jE.`Ntr)UIC;7IR ' " E m R703.1.1 Water resistance. The exterior wall envelope s iail be designed and constructed in a manner that prevents the accumulation of water (i3 '� CL NAlLCBHANL)UREULIALVUt'AIHh_it EXTERIOR ' ;'ROOF GAULKIi'd+` within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of J �N CC -MT. FIN. -C3i WEATHER' - stl r-ADHERLCI LASIiINc BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C (� CZ '� RESISITIVE .<, ` fv V Z3 FARRIER SEAL T'-�Ps OF JclsfiS i' - -� - 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 0 � L' UNIDEF, DECKING 5 _)Bi LOUR t - - - ja csE L D TAIL .Jrr approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING , - _ _-_ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shalt be lapped not less than 6 inches. Other }, o � cc approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt O > CL'1 HEAD FLASHING TIE-IN INSTRUXTIONs ` felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '� 43 �, i'IM JOIST -"' 'V, 1. Cut, fold up & temporarily secure weathe, - �� i (V flashing arrier agave header to allow for ., appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, O Q resistive b THESE DETAILS ARE GENERIC AND 7 .� fU �+- g installation ,'"i I C: MEANT TO SHOW GENERAL FLASHING 2 Self -adhered flashing plus head flashing under r i' 1 1 � �-- R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier , 3. Fold weather resistive barrier back over head .I 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. flashing and seal with tape-' 2 �� '� 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTSSELF-ADHEREDFLASHING �PO� SELF -ADHERED FLASHING WP03 FLANGED WINDOW CEMT. FINISH SILL/ POTSHELF; CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WPO � EXTERIOR DOOR WITH DECK FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SECTION A 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. rt: ,. MECHANICALLY FASTEN IF RUBPFRUBBERIZED ASPHALT EXTERIOR SHtATHINf' ,3 1%1"' BEAD OF +'.C3NS:1 R NEEDED IN CORNERS ADHESIVE p,.._ .._..__ 4 -- -� Y _ _ ___ r3 TAt,L THROUGH SELF -ADHERED / ASPHALT ADHESIVE Brt M NT Al' iHESIVE TO LIE. Ar{ I-1L1) IIN1)I_h FLAY: I, NG ,fa,_ I. E ,,r _. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3 CE E <_ 'e rI+RE RHOLD ii�L [ +:aR ANC? i3C 71..1FRI, LASHINCm ` iLt FLASHING _ SELF -ADHERED FLASHiNG__-, a PLASTER . i.l > JAMB s vas s 00'UID NAIL HHAW ; E��Nix� L ! = shingle -fashion or in accordance with the manufacturer` instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU MASONRY BLOCK ' , /� SF- L'F A'` ' ... \ c,R ECCILIA WEATHER F}rai,r>F cA;_il KINc3 �_ � , z - � used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TE tiNICAI SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL RELEASE PAPER }� - Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with WINDOW cc�MPATialUTv `,` � =-� FASTENER DINGthe buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and FLF-AL)h RE L SE P' P TO Fyp ,S g P P 1 P }j SEALANT AT SELF-ADHEFED cLA�HING ° '�' » \ 4) SEALANT JOINT WINDOW BUCK TO � ��. - = r x - �� A ' '~' Ac>= 5sluc < -r•.1. NN contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTRIDE EDGE OF '. MASONRY \, ( EF T G LL Y F ,, 4.1. \ PP WINDOW BUCK � o ��' " 1 �`�, �` �' . L;, flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings SEALANT JOINT _ r ,i,E ,Hot hr'sIDEEDC�Ere E T shall be installed at the following locations: 5} SEALANT AME NANDUwBUC)4 t " WINDOW FRAME y ` F . T i%?N-A tSL L,; i)E TAQ W I I I,.. „ �° ACROSS WINDOW BLtl(;;,K ' '� _' � �, "§. , -,.. `. � .,,,• " � "vim s- �.. % , � AND EXTEND To 1. 1.Exterilar window and door openings. Flashing at exterior window and door openings shall extend to the surface Of the exterior wall WINDOW FRAME `� •� .^,',.. _ -- MASONRY-. `, ATTACHED ,� 4., �,� .;';_ o - SELF -ADHERED FLASHING finish or t0 the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE--9 `�.: i 6) TOOLED SFALANT REQUIREMENTS ��� \��' � shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING �` /�` / ,2 following: CLADDING AND WINDOW FRAME -___-./ SI LF-ADHEREDFLASHINC, ✓ �, ~_ " ! %/ \.5; 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T NAILING, FLAWA / '-`, WINDOW BUCK ALL THE WAY � � 1 1 1 \ � � �% j' 4 `i manufacturers instructions; in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND. INCLUDING SILL l /� ���/� , --- not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER ! / ';2 SEAL TOGS OF JOISTS I � •' �-_- / �� sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM NAILING - g) UNDER DECKING 2 "" �" � � drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE - (SEE DE TAIL WP07" SELF -ADHERED FLASHING._-___.__m 1.2 1.2. In accordance with the flashing design or method of a registered design professional. � j \ /'� � �"'j 1.3 1.3. 1n accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND WPO A SELF -ADHERED FLASHING �i Y PO� SELF -ADHERED FLASHING V Y P V� 1.4 In accordance with FMAIAAMA 100, FMA/ AAI�iA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIVVDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW 4 EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under 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. si-EATHING -_- 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. _ ----- - _�--- r •L ` - r ~_ intersections, •------" -`�` F i 7 7 At built- d gutters. _ 6 6 A# wall an roof in ' . Watei Resistant Barriei in Butt j / Batt, APPROVED SHEATHINI� / % j' / J' � I SELF-At)t-tE:{�.ED I`LFWStiPN+-, -s _ _ _� � �-_.. .-.- :P i JAMB. SILL. AND HEAD DETAIL �/ � ,. / r G PATH-- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL f _ _ _ 4 I __. ---- .sheathing APPROVED HOtJSEWRAP--...,` - I ` t STRUCTALATH TWIN TRACK 2.5 - ��� i �` ' �� ` `. StucaU 3r4' CEMENT PLASTER \ , ` i I s ` Ry FLASHING AND WATERPROOFING METHODS TO BE USED. , v,r'ua; ReVi F 12 MIL (min) DRYLOK EXTREME -�_ �l i \'' i i 1 t" �))S ?G'i Assist 1 I - +cr cola ��' cram at inc. / I I �`DOtJBLE _ - pliance s�-ith andapprov APPROVED FLASHING TAPE i ! 1 { - ed r / ,. • �flZ 9 JOIST ° _ n`1e ,ianrpp 23 7 difiur fOOLE.D APPROVED SEALANT r /' a 7/8' Cement Plaster Xz360 'V" SEALANT SOCKET WITH F, f -SINGLE �, 1 13ELOLV ySFL= ADHEREFJ FLASHINL� UTI Wan e e .'` in �CCOrfl�rtfiE? with 718" Cement Plaster _ I 1� WOODBEAM �% �.` _ 1 F�ur�Lidr r= .� •ti ASTMC926 in accordance with aoisT ASTMC926 a � ° SELF -D `� I r _ Felt backed metal rt MIN r �� ... lathe in accordance i'' `* Felt backed metal SELF -ADHERED _..__ SELF -ADHERED 4 ` WithASTMC1063 /` lathe in accordance FLASHING FLASHING>� ' - ?, I ullcing Paper �- f with ASTMC 1063 7/16 O.S.B. Building Paper - I ( sheathing / 7/16" O.S.B. SCS 06�02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING /�/ ((''�� SELF -ADHERED FLASHING j�/ Q /�/ (�(] EXTRUDED SHOULDER DECK JOIST �PEJ7 OUTSIDE- CORNER V Y P0V FOUNDATION WEEP SCREED \i Y PV.J � \� -�_ _ Met21 � sheathing ■■._ Flashing / s_ __. Weep Screed SELF -ADHERED FLASHING nu act. Specs. 4x FRAMEWALL---___.___-_ ____. _. _ ,` ti Installed As Per / Ma f S e „"�-�'" l ')' ,�,, K.:1F' a',r 5AF LEGEND N D �. � ``�''`.,,.,-.._ Maintain (,� j�'� � ( `j`C� DETAILS m. �,Stampede or similar P1 �ODUC 1 S TILE FINISH -- --- � - I St I F ADHERED FLASHING tsAF; gym---� `�`` Bottom of � t� � Cauk bottom �'LA WIRB DRAiNA(SE PLANE fDP) WEATHER RFSISrANT -- - - -- Weep Screed \ joint only a I BAr,RIF r? (VVrRF3) LU ' BOND i,,REAK WEATHER RESISTAN! BARRIER - -- __ 1 1/2" to 2" � WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO > j r:,?ryt, HREA , �'JR5 Sr l 1 FtIRRIN6ISF) LATH ar Wee Screed Above Roof P 1/2" DUROCK- - __ m , PLASTER ACc-E S JRY -- y� Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION 2020y I \ �- ��� Manufac;t. Specs. i f { Lt„iri 1'-4" PER PLANCU Detail Instructions z ,�' �� - RAP -jr, v r. � �raT� ��� ��' /' � > !ia 1 `� --m 112'" Cementitious ("� Refer to the number marked as __- __-_, m " tiv 1'-Q' PER PLAN r r ll vF R 1 u AI Cement Plaster 1� Decorative Finish #( in each detail that c or`responds to the -- ' I.ANG A' tANrAIi.C)F in accordance �, \ .� numbered items in the list of instructions below: `;: �. i kSArRRI4C:1+ 'W e 1 • install self -adhered flashing in order as shown b numbers-®-�•-- --- j with A51"M 92 • -All inside and 9 Y SLOPE } Ir�c:I I r LArlf t over woad 2nd 6 ! ' 1� 8" CMU - - -zLa ____ } I •a outside corner will '�__ �I ,.. floor •, ,• . '•°q ?. Install flashing and weather resistive harrier to fnrm water SherlriinrU --- �; % �•• / need to be miter 4" OR 8" CMU cut and caulkedIIlaps 3. Self flashing can be substituted for building paper (PER SEAT DEPTH)-- - I / S butt joints need to g g p p z , ,- ,` �', - - STRUCTURAL FRANING f ,•p• ,�•. 4. Split the release paper using the ripcord (Split release on demand, _-_ a Fe-- -, T III - - i, -' becaulked using 0 FILL WITH GROUT --- r F _ : --S,RUG T RAt SHF<rw1N : ` F" �. Y ) -- , - r E �` , ., ` f f Stampede or sim. embedded in the adhesive la er - for ease of installation and to��� --- f' rt IF; GAP IS A HL` ',_ i cif . � • u.I L1J l PI A.sTi=R s,nP J - . \, caulk for all minimize scoring cuts A - -.. ° - 12 - - �-- NATURAL SHRINKAGE SAL ` '°3TrRl€ OF 5. Remove all release paper per standard installation instructions and U'`� y a •° -- cv'n =_ xOr TI II,dt:11,15IiA1 Ki:.r - - DO NOT SEAL -- - ; _DRAINAcI r I ANF vfr rl adhere to substrate using a square piece of flashing material (6" x 6" w � ---'v� L?Oo & SNAL.rs�Iwl7 _._ ryI?IP sr.Ri=t� D r�wsTIu:�� Minimum) SLOPED MUD BED - • r UJ ACCESSORY L SSORY l BOND BREAK WRr 6. Fold as shown by arrows s 4 -- ' r I I ,TrI \.F - ? (D Cn w - / a / /� 7. Angle of corner may vary, adjust folding of the flashing accordingly to \ --- n : ' - r 9 �Ji.Vfit tight to corner VINYL SHOWER PAN - I A �\� _ -'IJ --- -- _ c=n 1'f is NoteICU : -__ - A. Mechanically fasten as necessary � � j SLOPE --- - - � ' The building paper and metal lath must be w --- _ _ d i Cement installed over the top of the weep screed. �- --- -- - -- _ - PLASTER TC)P A.i Plaster C C.C�NTiN' ii�i tS BACKER R'_wL7 _._ over block JJ z A , r _. �\ & SEALANT 1 St floor ' Z f A \--LEMENTITIOUS F"INISH < -�j _-_._... ----------- - SHEET NO. SHOWER SEAT SOFFIT/CANTILEVER ��- WEEP SCREED DETAIL WP11 WP10 � SCALE: NOT TO SCALE WP1,0 d TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL wiill]i TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL---- CONT CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN 00 SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL z SHINGLE PER SPECS `o STEP FLASHING TO �* EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO e4./ TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN ---- SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--__ 'I I WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE co STANDING SEAM METAL ROOF PER SPECS — — STANDING SEAM METAL ROOF PER SPECS �_m � � ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"­_ ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 391 = 1 1-011 ;4' 1 ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL 951 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP----------. 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" ROOF SHEATHING co PER PLAN 'v RAKE WALL W P 12 - ROOFTO WALL - 3 —1 -0 , TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8" 00 STARTER STRIP HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 60 Z'CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLAN RAKE WALL WP 14 - ROOFTO WALL - 311=1 -0 , 'v "v 12 z 00 HEAD WALL Iq T.- HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER \ RESISTIVE BARRIER OVER FLASHING TAPE EDGE OF COUNTER FLASHING STARTER STRIP COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT \ ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRIF RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"--- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--� ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL IE �t FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A � WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER A\ Q O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE �C (u 71 n- EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 cu O cl) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C 0 HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q = _O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL — u- cu EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O Ocu UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p E O O °' JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn CD Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE "-E cu _122 Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I-- � .� Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 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 z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN Co ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. `) EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL wINSTRUCTIONS. 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 W P 13 MING COMPONENTS. SELF -ADHERED ME BRA ES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: Oo 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A CO REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE 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. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY 41 CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH lw PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. ESE DETAILS ARE GENERIC AND MEANT TO SHOW WP 15 THFLASHING AND WATERPROOFING METHODS TO BEUSED. GENERAL cn a� APR f U) cu \% O �m� L Virtaai Review Ass r ' — Q „ Assist, Inc. "'nsleted t , Gan1lia�c d approveO y e f`,: i C r'8C 7th F ditiop � L cu O Cu w Q Z Z Q J d SHEET NO. WP 210 -- - - - - -- - - I I - - -.L- - - - - -1 - -- I I I - - --�---'� -- --- - I - 1 1- 1 1 11 - J - i i I ! -- STUCCO ON FRAME - 7/3" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--------,. WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING — PT iX10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN - - 95WO 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL IGI-E ROOF PER SPECS ERLAYMENT SHINGLE OVER 'EDGE F SHEATHING PLAN 'EDGE SUB FASCIA ADHERED WRB TO IGLE OVER WRB ON L BELOW v11NUM BRAKE METAL WRAP T BACKER ROD SEALANT 'CO'J' MOULDING D OFF BRAKE METAL vl IN DCO ON FRAME - 7/8" IAT SAND FINISH STUCCO 'ELF FURRING LATH ON 2- :RS OF WATER RESISTIVE BIER COMPLYING WITH 0 E2556, TYPE 1 (TYP) L SHEATHING PER PLAN RAKE WALL WP16 WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA& SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP — HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"= 1 ,-0" HEAD WALL WALL SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING --- STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"� CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN--------- n% FLASHING REQUIREMENTS j R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j c— C C) R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2 WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C cu -p a - EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U C N � THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 cu to U) R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O O O O a)HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0- C 33: WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL a O LL- EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co O "— m UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .C/) -0 E O O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to � LO � Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CQ 0 d BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL wINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FMING COMPNENTS. SELF -ADHERED ME BRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASH INGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE 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. i 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. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. () APR 0 8 2023 C) e cu CL . s C ei.H,I and approved 2,020 Fdl. 7th Edition 0 O �+ 0 L cn cu co Lu Q Z SHEET NO. WP 2,1,