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Home My WebLink About6341 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS (p3ql 1_7_14q 7"k-4c C[— 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 BIRD -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 FIR 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 SYMBOL LEGEND: = STAIR CALL OUT AO = FOOTING CALL OUT - SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LG-2 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 SQ IN - 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 LINO - 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 STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <----ELEV NUMBER 4 A15 SHEET NUMBER <-----ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 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 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 [:] PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 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. LE-N NARM -I LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 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 SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN c`; a;"� A3 ROOF FRAMING PLAN:> 'w - _ • _#, . a° A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES ' S3M FOUNDATION DETAILSyt` S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA.1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS N > o M o SH 1.4 HURRICANE SHUTTERS 0 M SH1.5 HURRICANE SHUTTERS � WP1.0 WATERPROOFING DETAILS to VA, -0 CO M W '= w _0 0`:g t o 2 g c� LM— ..0 Up° V) Q� i w Q� o M rn OCT 18 2022 virtual Review Assist, Inc. Plans Review completed and appr d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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. ow H~ c0 W0�- _j YzcvW io � O U0U_ wWWj2-JCO�WOLLU0a-�j0 _< U�Z��0<j O )Q (jUlWW a ZOWOcmZ� WUj z�U LL Xa0 Z O ¢aaW�Wz 0�O aa LL OW OQ MQ � o oFZaLLa 0 !1 O O Z W OF- M O Q M t) u) ti 11) 0� a M a 000 Z U F- Z _j W WO O CD A lqt A®® i I I , M O CVN N Z!co t7 co` N O O O CD C O ' z O U) C�1 � w O CD 0 L co z�- aZ O K(l) WW O O O U 0UG7 L 0 own Z a —a <C O = W¢ L0 mew 0 zo= U) 04 . Q O :5ww W,_ ZWO az coz ;C Z 1§ OU _p CL W z CSz W_j M N O LAST PLOT DATE April 29, 2022 Z0 ._I I COVER SHEET 0 CV LO 0 co 0 v O v 0 N CV 0 v O v 0 v 0 v 0 0 c 0 co O 0 O C44n ELEV (-) V__ 3 1 /2" _U_ Y N _1luz (-) 3-1 /2" 30'-0" 4'-0" 1 I. 2'-4" r T= 5'-4" T77-71 4'-4" I. T-9" I. T-10" I. 2'-5" L 4'-0" a 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) I �I II (j I I Oi 2 "v B M I OB S3 II d o II �U I w II I > �z II > ' O `Q' U ao LL C.J. _ �I - ----------- --N m-N EY— r—rT---- O_ — --- I--------' O - --- 1 M ---- ---- I------- 0 U — --II J-- �� -- ----- CL N U , II CC �ZII I I U N U i i 11 W I w- — -- ------ - d T 13 - � I II II II IIIIIIIII IIIIIII I O o � P010 �- 14 r - —--,----- ------ — - —J L—'--"---------- C.J.PLUM . 87 T--6-31/4- _T--3-3/8"-------I I I LAV LAV ' SINK / ELEC CONDUIT ELEC. CONDUIT _ _ _. J Iao O 9 i t I 0 - i I f1 I I II I I O jl � I it i M I I 1 I I I -----� 1 4 __ _____ a IN 1 6 I I 13 li � 14 I 9'-2" 1 0 — --REF.- —— — I ---------I- I -------- C'— r> n 1 n 1 Q 20'-6" N I TUB iJ 12 17'-7" I W/C II I I II II I 0 I 14'-10" ' FT I ii LAV - II II --J --ETC-- IMw ii 14 Iii 11 10 o I K Ili S3 O II I' K 4'-8 1 /2" LLE4 WASHER i ELEV Ci 7 (-) 0'-4 I III _LL_ U 1 50 CL - - I L I I— C.J. I cn 77 3" — — — — — — — — — — — — — — — cn ir -- -- — — — N w _J O VQ d - d 01 14 I d NQ 0 0 1 1'-8" T [,.-4"[ v 4'-8" 6'-0" B I B LLv 14 T_ g 3 � I o a as L ?� J 0 LID _ U dC� A I C I LX7,1 2'-0" L 6'-8" 10'-8" 2'-0" L 1'-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /4" = 1'-0„ 16'-0" 19'-4" 1'-8" 0 cp FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) 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 O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2 DP X 9 1/2 WIDE RECESS 2O 1 1/2" DP X 8" WIDE RECESS 30 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O 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 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING A© THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. © MONO FTG 16" x 16" DP (2) #5s CONT. OCT � 8 2Q� Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 .;,. N o CN �f 00 z O 0 w a 0 z Q LO E 0 0 0 My d >1 N NMI 2 V -0 a s } O 2 5M� � r U < Mtnn` 6' U w Q E 7W V >V cO m '� ° a '0 V, W 0 W oWLL,Wow FF_ W J < ~zx O O a Q 0 J p LLU :aoQZLLLL°Z2°,�aQ LLO J �- O �- O OwwwoZOmOOmZz rj)wIL > W W m W Q U p x J O Z I<a< WQ�zWZOwVo� �F-F -WO Q LL Ow Q OOf 0 D 0Q< LL Q 0 LL O O Z N OF- _>(nO cM Or*-- aJ U? U) LL ti F-�aLo (y) �� MOO F- Z U Z �j W Jo A c0 co 1 ' i � I I i o o N � CDCo M N r' O o O .- •- a `` 1 ' Z CV � ! i L > O N 'i 1 i CO Cr VJ Qz w O 0) "�� O w U zz C 0 0 (.)UTF- O z)z> O r- �—Q - C) Z HW a 0- Lr) = Q mpw H2 zo= . . N p WmO Z r, v x aZLL �z 3 Z F- 0U 0 M—M W � Z Al z W W J 0 M N N LAST PLOT DATE • April 29, 2022 Z O J MONOLITHIC FOUNDATION PLAN B 30'-0" 11'-8" 7=11'-7" & 6'-9" 3-1 2' SH 25 HD AT 6'-8" EGRESS 5068 SGD O H.B. \ °��° v, 2868 r, � J \ N \ N OWNER'S SUITE \ °p 15'-8" X 11'-11" \ 0 8'-0" CLG ti co \ 12'-7 5/8" 6'-3" T-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. _ _ _ � 2868 CLG 12" DP O. BATH (5) SH M 8'_0" CLG W.I.0 TP 8'-0" CLG 36" x 60" Tbo Co SHOWER PAN CD I DRAIN �' o> DINING 00 m SHW HD `" M io 10'-0" X 12'-6" co &VALVE I X Q VAULTED I N R&S N o >0 .o. u_ oC Co 8 � I 7'-3 1/2" 4'-2 5/8" ii o CPT. TILEm I u_ v M N -6I Co � coLn BEDROOM #3 KITCHEN j z I N 11'-1" X 10'-1" 12'-6" X 13'-6" g I N _ 8'-0" CLG - VAULTED O � c� iv p ! Z C O N T W 2.5/12 O `° U r` VAULT. ---- CLG x Co DW 2'-3 1/2" c° 11 '-6 1 /8" b---- ---- 2668 co 4,-6„ 2,-0„ N 4'-5 1 /4" 7'-11 1/2" co L T-9 3/8" '-3 1/2" 2668 10'-3 1 /8" _ co 00 I M 8'-0" CLG �6�8 REF04 o B9 DoROOM1#2 N 5 SH N 11 8'-0" CLG ( ° TB TP BATH I c:0 �51 2'-9 1 /2" T-2 3/4" 8'-0" CL#2G U I oo _ 06 CD bo N , Co - r> � 4 I 0 2.5/12 — VAULT. p / INSULATED r CLG = / o WALL ¢ r 20MIN. L---OD — AHU PLATFORM M RATED DOOR W/ WEATHER 22-1/2" x 54" LAUNDYATTIC ACCESS PROTECTIVE ~ FOYER 8'-0" CLG STRIP K BOLLARD 4'-4" X 12'-8" `'c96, co VAULTED ti Ln SHELVES IN LAUNDRY AT 60" A. F.F. DRYER o D W VENT o - 3-1/2" BOXHAN 1 0 I T-8' 4" PADDED TWO CAR GARAGE FRAME WALL 8'-0" CLG SH 1/2 33 ! HD AT6'-8" _________ I !LINE OF GARAGE IN 2'-0" 4'-0" ! OPEN POSITION Cn I 4'-8" 61-0.1 ! ! I I ! PORCH ! ! 8'-0" CLG I o I I I I 16070 I N , 2'-0" L 6'-8" 2'-0" L 1'-8" L 16'-0" L 1'-8" 10'-8" 30'-0" FLOOR PLAN (ELEV B �1 /4r, _ 1,_0/4r, _ 1,_�„ (V N Cl) GD N O W U5Q0 pW o?(0 N b V% w� MQw ow H.B. 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. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 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) ocr 1 g zoz� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N N LO 00 L a aio r� ¢ z r,o W p w ar p z E 10M 0 W. C) N d 4_ a " u a E o O 2 0 O 8 m Q ^N` Ci } U W QN Eri W UM00 m � a a W LLJ U W �L vi W0H �Q � "f99 z� W°�_aoaW¢u.0oLL_jo FQ— U P <OJLL�oz�mo~ U,v)ozOzOR00o0 0 aQ � O (n O (LW W WPLU ZwX<ozJ��w w0gP—¢ Oa p2UQ z0 0=Q QU_ a9¢ LL !1 0 z 04 OF- > (/) q fn CM O J L0 2�� F— 0� cM 00 ZF- z J O d' r� o o o 0 C1q N 0 N ch N Co rn o o r- o ' ' z N� 0 . L > C N cn �^ ZI- W v./ ¢ z O zw M -- O W _ woo U U U Lo F- z01-- pzj pwo Q O F- a Q (� Ip—I. O Z=O2 . 04 O Q z gww w aZu_ F- C.)z Q 0 aL W 1 z Z W O co N O LAST PLOT DATE N Z .. 0 FLOOR PLAN B ROOF FRAMING PLAN (ELEV B.' 1 /411 = 1 1 -011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 o CJ3 U CJ1 U 7 U V-0 5/16" 2'-0" 2'-0" TYPICAL 7' 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 CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES OCT 18 2022 Virtual Review Assist, tm-.�, Plans Review completed and appr for compliance with the 2020 FBC 79 by Debra Anne Klahr PX2300 SHINGLE ROOF HEEL= 4-1/16" LABELED END MARK Total Truss Quantity = 79 ATTENTION! DON'T LIFT SINGLE TRUSSES NTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to Sprea 60 degrees for less 1/2 _ I 1 „ 2/3 to 1/2 _ I line r span SPProx. T Une r span approx. 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. Gen era I 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 Created from BID 8312288A AS 8/8/2015 RA01 REV. ENTRY & ADD HIP Q REAR SHM 9/18/15 RB01 Add Vaultedcalling n Great nn, AS Dinin rm.Kitchen F er & n 12/29/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 1/4/21 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: C 800> 959-8806 FAX: ( 863) 294-2488 BUILDER : LENNAR HOMES PROJECT:TOUCHSTONE MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B ALT DESC OTC LOT BLOCK: F IGNER PAGE HAB DATE 1 08 06 2015 1 LAN �321594R S1 A4 "=1' N N 0 r Y1 N N to to w b� w 0 z E Qi L.o�^ d Ln V -Op a0 c U 'O .— t3 w Q N C ^N, W V >` 0O ri a 0 w Dui � OF- W F- W W O Q Q LV UOX_jX xfo)m .. 1.60"o 0z0E- >u01OZHO�E00m0ZZ F- O naj�WWcoWX<CnZ Zw32) U�() EL O LL ~O W2c o o0�ZQg¢Q Q LL LL >t 0 Z 04 OF- O 0 M Q w CM � (0 U_ � LLJ F- WaM 00 Z U ~ W W JQ 0 J qq CM f !!! I I oo� M � Q = � N a>! o o n C) o I! I I 1 z s N Wqc! ' �� > � N M! I I d' 1 00 0- QZ O Z� 4-0 O W 000 U U � o or< Z a -a C—Q C:) HW¢ fir) = m~wW rl zo� . . W a�cp � N Q O ZWO r z V aZ z Z aU .� 0 m z A3 z z W W J 0 M N t� LAST PLOT. DATE . April 29, 2022 z O J ROOF FRAMING PLANS B on' f%" ROOF PLAN (ELEV B 1 /4„ = 1'-011 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 VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW POINT THE RIDGE OR HIGHEST OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS -138 SQ. IN. OF NET FREE AREA / UNIT " SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION ` LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT OCT 18 202 Virtual Review Assist, Inc Plans Review completed and approved for complianclAnneeKlaho PX2300 Edition by Debra N 0 104 04 LO co ,y '• ' A w o z SIN, > 0 [03^ o W L c '0', r> u fM N N N V -0 -0 00 d ` . co2 � O S O .N (U w a� N C% N C E c L. o w t\ d a W W C7Lu 0LLl uj w0~ H~ Er _j m ~zW W02403w LQLOOLL-0 Q F- F- atnoz0E0Om9Z � � wU (� OO OWEL>WYOZLL ZpW_j 2U�W MQa oZ � LL <WF OX D ¢ LL O LL Q Z W 0 F_ =J (/) zU) p cy) o Q � cM r- LLti z W Lq OD Q } Q Z U W W J O O JCID M i i ! C) N Ncmc N N N 01 C> o O � C o 1 I z 0 N `� w o 0 0 � 1 LO > N M 1 � co } z ►— ¢z III C) 40W 0)0 woo U U � O =)zj_ Dwo ora Q O Z F— a— Q Ln = W d,.. m~ 1- r-I zo= . O Q z gWw az Z coz F .d U_0 0 ri m z A4z Of W J C) M N N O LAST PLOT DATE O Z0 .J ROOF PLAN B ELEV AT 8'• T.O.M. ELEV AT 0'. 1 ST FLOOF SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCCI OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 8'-0" _ T.O.M. 1 /4" = 1'-0" REAR ELEVATION B 1 /4" = 1 '-0" INGLE ROOF 14" THK x 6" UCCO BAND " STUCCO ER CMU 75/8" STUCCO OVER CMU 00 `D ELEV AT 0'-0" 1ST FLOOR FF — L —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION B 1 /4" = 1'-011 12 5 -Oet 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION B 1 /411 = 1 1 -0" I 7 A5 I I � I I I 1 W" FINISH !LEVATION SHEATHING FACTURED TRUSS DRIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL " OVERHANG DETAIL 0 Aa - 1171 12 15 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS 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 fi ��M��UMN DETAIL 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 Mill 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. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) 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. NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO m� . k1r,WIMlai 5/8" STUCCO FINISH --- 2" VARIES N CV ASSUMED GRADE 9 ELEVATION DETAIL OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approv I he 2020 FBC 7t6 E i e Klahr PX2300 1 1/4" THICK i' N Co .- o 00 �I O <: o w 0 z Q LO L E W L. C `0'11 0 7 0 CM N `1 N 4. HOC �0M M p` 2 S rn V/ O o Q U�� -t 'U) U w a� W L � C .m a '0 W dWi vi WOr- F—< _j It< Of z zW 0MOO0�0 Q Q U ��L� DO<ZWzmva¢ xLLj Ro�MZ0 00 U) O Z A <Z 0_ x JW LL 0OCL U)ZW ZWnQW aLL W �~F- � YQ05 o O F- LL O O Z N OW F— (n O (MO O Q Ln 2U)L L_ r" ! �-Wa- M 00 Q Q Z U I-- Z J 0 J on I � cue o O o N O NM � ' z 0 W o o a Lr)N r N ' C �^ i Z~ of Qz w O z -1 O W U zz coo wc,- 0 Dzj of-o -� Q C) Z F- —a a w Ll = m~LLJ rl z o n . Q Z Zit gLL az . U) Z H2 V .a_I pow m z z z w W J C1 M N O LAST PLOT DATE • April 29, 2022 z J EXTERIOR ELEVATIONS B A/C DICONNECT WP GFI ELECTRICAL PLAN (ELEVATIONS A & R 1 /411 = 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 BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE 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 10 #15 copper to lights & outlets NEMA 1 200 AMP 0. #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 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 OCT 1 8 ZQZZ \/V\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E ' on by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S r� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)= 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 IHORIZONTAL 110V QUAD OUTLET AT 12" I$-- WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" �1 PUSH-BUTTON DOORBELL -- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY �6 50W MR16 4" LOW VOLTAGE OWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-18- SINGLE 18" FLUOR STRIP =U-24- UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 1—,24-_;9 24" VANITY LIGHTING FRF36-RR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GM CHIMES (DELETE W/ INTERCOM) MASTER STATION �i. ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ED A/C REGISTER THERMOSTAT in SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r ^, W A' N u7 E i L r� 0 CY) v ti U)cM �! N ff'' V �� m M t$ Z)0 2 ° `l 8 c U to O 2 U L" aN C E^ a`. o m WLj � w W. J W O Q �— W V V32-,.03:x< c)0LL0JO j d x 2 LL LL 0 Z O O, ~ U I— ptn�O�00Zz cwWwZOWnx WXQpp� �pWQ-ZZO QW¢ iZnain aO gLL OW � gWo OW oFQLL Q Q LL 0 O Z N OW U 5 ti O Q M Q w M � w �I z Ln Ix CL M 2 n' o F- Z U Z W WO � O Mj d' CM O O r N N 0 N O r N � O C) 0 0 wo r 0 N 0 M ; i i 1 co cr '/1 Z~ �/, Q Z w O W c O O I--° O U UV� 0 O or¢ Z L0 = wWQ H pp W T"I Z o 0 W a §F-::) . . N 0 ZWO r- Z U wW g Z" Zz J pV o(L W z A6 z W W J (D M O LAST PLOT DATE April 29, 2022 z 0 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 CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLF,ACQ-C, ACQ-D, CBA-A, ORCA-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 11 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 (1 524MM) 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 (11524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE AEOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE SITMS 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WL TOTAL DIL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25". #4 BAR 20". #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-1-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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P C014CRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 31122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 11"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 (318' 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 11 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 or PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LAT.H. 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 ASTMI 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 1557-02EO1 JERMITE 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 rovider and need for re-insoection and Oatment contract renewal shall be provid4d. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mill vapor retarder must be installed to protect against rainfall dilution. If rc)infpll occurs befdre vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C.7ncrete oyerpotf 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 1 '-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 inigation. Any soil disturbed after the vertical bamer 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 buildin department b i licensed pest control co=y before a certificate of occupancy willU issued. TKeacertificate of compliance state: 'The building has received a pqmplete 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.C. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. V Virtual Review Assist, Inc. P,&ns Review compteted and aPPrOvel ale jot r 020 FBC 7th Eiditic .grripli:ance with the 2 by Debra Anne K[ahr PX2300 04 04 C) N 0) CD 00 LO < UJ 0 U.1 Z v) a) L r) 0 0 -0 c'! U CIO ".;-r CV) CN (A C�i 2 4- =) 0 - U M U -0 70- 0 E --" - = 0 wWww6imM� 0 Z U_ 0 W U) 0 Z LL �0 ,�g, w�Ogwzzow0co- mwfl� < OW 0 Z u_ < 0 < C:� 0 Z (N W 0 U-) > q (0 0 Z F-: C'r) C:) < U) CY) I%- Lo _J LL Z < W L0 ct C6 00 < >. < Z 0 Z W W _J 0 CD (y) C) (N C,4 C14 0 0 C14 CD C-4 CN CD C4) 04 0) C-) _CD 0 C/) Of LL, C� C� L.0 LO > C4 Z UO" Z C) Z U) 4_0 0 W 0 Z Z 000 W (.) 0 LO 00r, :p Z 5; a W Z jLWa- < C) W>M W--< W Lr) 0 qq- F- 0=)O Z01: W �,:r U) < l_- =) 04 0 zwo z L.L Z Z Wz < _J 00 co Z SNO Z Z W W _J 0 C14 cy) > LAST PLOT DATE 40 Z J STRUCTURAL DETAILS THiS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAO-1�_" LONG (314%1" CROWN) STAPLES @ 6" 0 C. VERT BETWEEN STUDS (NOTED THUS:—) -OFFSET STAPLES BE7WEEN STUDS AS SHOWN X A- WALL SHEATHING 16GA.0-1/2" LONG (31,V-1' CROWN) STAPLES 6" O.C. VERT INTO STUDS (NOTEDTHUSi—) METAL LATH ATTACHMENT DETAIL SCALE: 14" V-0" REV. 09.24.21 *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 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 C1 063. 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 C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 109-091 TANK -LESS W/H 41 in STUB -OUT FOR GAS METER 0 9 H C G 000 '-07 L 9 LO 8 0 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2- X 4' @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6- @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8' @ 16- O.C. 13'-9" (3) 16d TOENAILS 2' X 10' @ 16" O.C. 161-5" (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. (2) 16d TOENAILS 2" X 6" @ 24- O.C. 8'-6" (2) 16d TOENAILS 2' X 8" @ 24- O.C. 11 1-0" (2) 16d TOENAILS 2- X 10" @ 24" O.C. 1T-0" I (3) 16d TOENAILS 2- X 12" @ 24' O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING W _J co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . .. . . . . . . . . . . . . . . J� + + 4f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . f. + + 44 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + + + 1-0. (TYP.) (TYP) 4'-0" + +/ + + + 4 + 4 + + + + + + . . V + . . + 4 4- + , 4 + + + + +_+ + + + + 4 - + + + + + + + + 4 + + + + + + + + . . . . . . . . . . + �'� + . . + + f . . . . . . f /++ + . . f- + + _f . . . . . . . . Cb . . . . . . . . . . . . . \+ . . + + 4.. 4. & 4. + +� . . . . . 4, i- + 15/32"CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (uIt)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 rF6R _8dRING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL ��UN NAILS MAY BE USED NOTE: 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('J)oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 1 2 x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8"gap FILL CELL---\ STD. 90* HOOK BOND BEAM MM M �� iimNT 'RID =:folk BOND BEAM STEP SCALE: N.T.S. FLOOR //-2nd INTERIORIEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" mi n. 2" min. 2" I Small gap " x. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16" 6-16 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh imn w/ Inntric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and o' require additional wall or beam below." k consideration. Check local building code for appropriate details in 1�_or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3"(10dl nails at 8"n-c- kT,-' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES DIMENSION OF LARGEST HOLE (se, —\C T� D (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist c"''oc When joists meet over wall, provide C1 3/4" minimum bearing for each. I -Joist can be offset to v up to 3" to avoid �1 P1 m g vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A ROUND HOLE MAY 6" 6" DO NOT CUT HOLES CANTILEVER BE CUT ANYWHERE IN 7= LARGER THAN ROUND IN THE WEB. PROVIDE AT LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1,Y2. 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 S pan (ft) 8 V-0" V-1 " V-2" V-2" V-3- 1'-3" V-7" 1 'A 1" 2'4" 2'-9" 3'-2" T-T' 12 V-0" 1'- 1 " V-2" V-2" V-3" 1 '-9" 2'-4 2A 1 " 3'-7" 4'-2" 4'-9" 5'-4 16 V-0 11-1 11 1 '-2" V-2" 1'-7'12'-5" T-2" 13'-10" 4'-9" 1 5'-7" 6-4- 1 7'-2" 20 V-0" 1'- 1 " l'-2" V-2" 2--0- 13'-0" 14'-0" 14--10" 15'-1 1" 1 W-1 11"I T-1 1"18!- 24 V-0" V-1 " 1 tt-2" V-3- 2'-5" 13'-7" 14'-9" 15 10, H9� 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 1Y2- KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Backer block (12" wide min.) Nail with 10- 1 Od nails. ��nstall tight to.top flange. Filler block. Nail with 10-10d nails. Backer block required where' top mount hanger load exceeds 250 lbs. Install fight to top flange. V1/4"-2"gap— Backer Block,-----*' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .6 X Joist depth D I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing L ation Series -5-epth-T—End Intermediate 13CI 5000s� 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000so BCI 6500s@) 9-1/2'. 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d -T6-f--1_2-8d 6-8d 13CI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90se 11-7/8" 3--16-dT 3-16d 14" 5-16d I 5-16d d I 6-16d SIMPS( w/ (22) NAILS I 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Li . 4 , . . .,A. ; SLEEVE THRU STEM-/ SEEPLANFOR---' A. FOUNDATION INFO 4'' 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. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA (WHEN SIMPSON H10A OA 11 11 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� =@MR-11 1,11 & 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A SEE FND. PLN. SIZE & REINIF =4_ PIPE VERTICAL THRU FND. — PV TOP (2) #5's x 4'-0" C OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION /F PLUMBING LINE 4 A - - - - - - - - - - - - - - - - - A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0' PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -4, 4 . 4 7 I A SEE FND. PLN. SIZE & REINF. OCT 18 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and api for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 C14 04 C', 0) C14 LO CD 00 61 J 010 W < AP LLJ z < a) LO L-, E >0- o *= '011 0 M ",q- >1 M 04 -+-- I. C'i C) U C,) U C: 4) E 0 2 -2 0 a: 0� < U < LU C cO E C.) 0 7C) C) r,, G �0 'a (i W W W Ld (6 W 0 W �_ W wm�o W �-:< W C:J�Czw z X 0 2 < 0 < 0 0 0, _J 0 7) Q� LL _J - 3' W a X a: 0 z 2 0 0 0 Z - - - 0 M- a z < W 2zowo Z =) 0 X W W_TW<0 0 W 0 0 Z (L > 0 W W P (1) LL _J0Q_0zy0Kzz0W0 0 Q- g < W WW 20 0- ILL ow 9 �ya < 0 of 0 D 0 � z < <9< U_ 0 U_ C) C) z W Ln > U) p — (0 C:) zC) U) U� _J C/) "t LL z W < W M 2 00 < z C) z W W _J C:) C:) (0 co T� C) N C4 0 Ic 0 IN C) Q CQ (D C) 0 N Lu C) C) CD Ul) LO > C� vi Cr >_ zl�- <Z W CD W z U) 0 z z 6_J 0 u WOO 0 F0 LO -0 0 z 5; a LU 0 z a_ W a. W Z>_ 2 W I_ Lr) Mr-W 0:)o ZOM w >_ M C0 <I.-n 2 0 2§� zwo < z 0 <UJW _J U_ z z z SQ < :L2 F- < 0 0 z SN1 z z W W _J 0 C14 c1r) 0 > LAST PLOT DATE z 0 STRUCTURAL DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 -1 VARIES TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF /��7/16" 0 ' S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIII__� INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE -X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTA NAILER STD. 90-HOOK (SEE DETAIL) 1x2 FIT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CO MIN PSI MAY VARY PER NC. SLAB MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" Cl) 6 MIL VAPOR BARRIER :ij t> COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)_/ 3" MIN. CLR. (2) #5 REBAR CONT ' ON 3" CHAIRS TYP ' V-4" (1 STORY) U . N.O. _/ 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE LUMINUM FASCIA 1 %2"' N. 0. 2x SUB FASCIA \--SEE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL PE 'IS" MORTAR ARCHITECTURAL ,,-------'FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) CV) (n U_ Er Uj a- m LO 04 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 04 NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 NOOK (SEE DETAIL) �rA OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS--\ 'T 00 SEE A/S3 OR J/S6---`_IL1F� FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4- (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 '� .8" (2 STORY) I GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) �1 qiilal�� jjj�� I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) .1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. - 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) 1 8" 1 - 1 -:r - -_ ''L 81 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" � S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (110) 1 Od 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 ELEV. 0'-0" A.F.F. 4- ELEV. 4-3 1/2 ICU .4- 4 A.F.F. 2x4 CONT ILL 44 4 C> 4 04 4 GARAGE DEPTH VARIES 4 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X' @ BLOCKING @ 12" O.C. wl (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 "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" 0 ' S B SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-0- (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" 0 ' C W/ IMPSON SP1 w/ (10) 10d NAILS 2"0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24- O.C.) 2" F OR FIBERMESH 3 1/2" MIN. 1/2"(min.)- 4" 00 3 1/2-(min.).- 4". 1 IF, I gi, I L L (2) #5 CONT. 4" 114 8-1 U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-101" k e% P% A 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS - 1111110111 5TA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W1 8d COMMON NAILS @ 4" O/C ?r-s- /-2x S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STLIDS@ 16" O/C INSULATION PER FBC AND ENERGY 8" C M U FORM SUBMITTED WITH PERMIT //1-1"xPT S TUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 CN LAYERS W1 TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING C14 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED I . -.-Ijelle IN---. x BAR 2x P.T. PLATE X X , I � . I . . ASSUMED FINISHED PER MFR INSTRUCTIONS "'N-#3 OR #4 REINFORCING BAR �GRADE jt4 #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40k�ij F 2� co FINISH GRADE 25' MIN. LAP PO' MIN. LAP] I - 60ksil GRADE 60 MIN. Fy t . - t>. A AP A 00 6 MIL VAPO BARRIE R t> �1. C? I R 17/8" ----#5 I> I I= 2� =71UTER I I;=W I I I I- REINFORCING BAR #5 LAP SPLICE CN 36- MIN. LAP P6' MIN. LAP) UVIVlr-. OUIL. kkVIVIr-P%U IMU 1 U 95% MODIFIED PROCTOR ASTM -1 IIF=_II II= -1 11 III 1- 1111 1 D1557) -1 111 1 - 111 '',11 :11 F�I I F:;;-;l 11-11 !�=�11 11 If=1 I F;-__I I 1=1 I I=-' 4- V-4" =1 I Pi7TL1_1r_r_r_I _1jTjI1I _FT-fi FRAME WALL TO C.M.U. . WALL CONNECTI i: ON rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--, 00 SCALE: 314"=1'-0" GRADE 1;-_ LILt-7.] I 1=1 I I= '�EBAR w/ OPT. __(1 #5 MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" O.H.D. RECESS C14 fit 1-1 -4" I IT-11 SEEA/S30RJ/S6` -111111 11 11 11 lip - FOR REINF. INFO. 13" MIN. CLEARANCE V-411 (1 STORY) V-81112 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. \1 S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BID. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0101, 0 CONT. BEAD SEALM INTERIOR 4' 'Aw ;ONCRETE NAILS W 1 1/2 '.MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM ,LATE TO CONCRETE VIIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB-,-" 4d 0? Cl) 6MILVAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. 3--INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT _71 6 x 6 W1.4 x W1.4 & WWF OR FIBERMESH Cn A 14" 14" INTERIOR WALL SLAB STEP NON-BRG . ��K SCALE: 3/4"=1'-0" � S3 ( 3 1/2" MIN TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) ---4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4M _Z W (2) #5 CONT 8" U.N.O. MIR-7 TYPICAL BEARING WALL @ STEP SCALE: 3/4"=lt-O" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX AFROM END OF 2" x P TE 0- Cn 16 a. 6 LAP SP REBAR DETAILS F� SCALE: N.T.S. � �3 FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO /-2,,,4 P.T. P TE COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING U) �y 0 SCHEDULE jr < > j SEE PLAN FOR STRUCTURAL :� Uj COLUMN SIZE AND BASE 23 UJI Uj CONNECTION INFO. U) QC:rHDr_ ') A D T QTU DI ATC SEE DETAIL 16/D1 FOR wl 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 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./iih COMMUNITY SPECS 0 SCALE: 3/4"=V-0" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2., GYP. WI3 (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH cl) C? (2) #5 CONT.-f I --I I p- ON 3" CHAIRSL (TYP.) 8,, ,_4,, 8.1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" � �3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 �Ei I r�j I 1;=j I I- III- H- 11-7 0? E CNI TH 7 T. '7= SEE AIS3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. Ile'M N SCALE: 3/4"=V-0" 1,,,13� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD z CONT. FOOTING STEEL::j MAT REINFORCING. Q Cl) z A 00 GRADE 4-. 'd A LU _j D W LU 0 0 a- yj LLJ U.j z 0 W U) am: 0 0 A.. ILL 0 m U, - - - FOOTING _j BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th '' n by Debra Anne Klahr PX2300 0) -NN J C)C" LO 00 U) �J, A iu, I 05 < Cj 'A W 0 -T. W z (1) 10 E 0 0 o c4e) CN Q 4- 14 C's U00 Coll) C: 4) -=- 2 2 D 0 2 0 7Z)- G: 9 0 (D LU W W U) < (9 (L Z 0 �_ Z ILL 5 0 0- 0 z _j z 0 W 0 Wz 0 CL < LL ow D y 5 W a z LL < 0 9 < < C:) 04 z 0 z IUD k_.? C) F-�_ 01 U) 01 U� W < Lq F- IM CL CY) z T- oo z C) F_ z W W C:) C:) CD CY) C-4 N C%J C> Q C3 C14 CD Z4 C) ce) C3 CD CD 0 LU L0 LO > N! Cl) 00 Z Z W 0 00 CF) 0 W 0 z z 000 W (.) 0 Lo -0 F- 0 :D z 5; 0 UJI 0 L-i z lx�< a- < C:) F- (L W3:m W < LU Ln TZ W � co Et W 41- 0 W z0z: W >_ Q_ >-MU) < F- 0 0 M§M za�o z 5 LU ir n_z U_ 3e. z z < F- C.) 4� 0 0 CL Cn z z z W W _j CD 04 CY) C) > LAST PLOT DATE . III z4_0 0 STRUCTURAL -J 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 FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE ----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION 'OUBLE 2x TOP PLATE 2x BLOCKING @ EACH ENDN/ 10d @ TO BLOCKING 4"O.C. FROM EACH HEADER FACE (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARI O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6- O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE L_/'r 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. -: / = I = 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 GENERALNOTES 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. W1 (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAIL BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. Z SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW,/" �B S4 KNOCK -OUT — BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 �110101 ?MMM Mills 1 9 0 0 milli IIIIIIIII MEN Milli MEN MEN Milli NEW MEN NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 0 Me 11011" -10 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE "ENTRY FORM DETAIL GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. RACK MOUNTING BRACKET rr��\"�__GARAGE DOOR TRACK SCALE: N.T.S. _'POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIOR WALL CL EXTERIOR WALL 7 5/81, 8" 7 5/81, 8#0 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ" FULL 8x8x16 BLOCK SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD DOOR OPENING r---' F-_7 DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @�j UM FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN O/C FIELD 2X4 PT STUDS @ 16' O.C. (2) 2X4 PT STUDS UNDER HIP V CARRIER/GIRDER TRUSS 1 ST COURSE 2ND COURSE 3RD COURSE SIMPSON HETA20 w/ (8) 10dxl 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE . NAILS AT EA. TRUSS VERTICAL WEB z1_1 A± COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE 71 WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24' O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN ROOFTRUSS z: MASONRYLAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK Wil 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. �, �4 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 4 A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 I I . 4 DOOR STOP PSPN516Z w/ (12) 16d NAILS A MOLDING .. '4 TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF RICKET AS QU /T E r1RED BLOCKIN r I' _4 4 /d 4,9. SPLICE STAGGERED 7// DOOR 1 0 0 J-BOLT NIA� TRACK 10d @ 8' O/C BRACKET 'q 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8' O/C TYP. DOUBLE 2x CRIPPLE STUD AL (U.N.O.) TYPICAL (U.N.O.) DOOR TRACK W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL HEETS S FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EAEND EA END SIMPSON (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) ___7 (2) LSTA3071 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"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1 (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ""-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24' O.C. roc EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ATTACH ALL -J EXTERIOR STUDS W/ IAI 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTON SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �,14� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 A r___ \77— 1 Lu I. P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 4 INTO TRANSOM FRAMING SP4 SIMPSON SIMPSON spi SP4 SIMPSC 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W .( 0 "�g C75 2-16d NAILS @ 24' O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL / �j SCALE: N.T.S. SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�ATE I "') — I I B qr� i n- O.C. MAX. 5/8"x10""J" BOLT @ 24" C (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) 3 (6970# SPF SP) IS (9335# F) N. 8" PDXIED A.T.R. t & NUT IOXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOFTRUSSABOVE F 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K� K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10"J-BOLTS @ 2'-0" O.C. MASONRY WALL C SIMPSON SP4 1 Od NAILS @ 4" NAILS @ 6" O.C. STAGGERED A — 10d STAGGERED TRANSOM FRAMING 0 BEYOND. ,,--PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6"O/C EDGES SHEATHING 10 & 8"O/C FIELD SIMPSON SP4w/(6) 10dx 112" izo (USE SP6 FOR 2x6 WALL, USE �—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING o SI MPSON SP2 w/ (12) 1 Od NAI LS MASONRY- 5/8"X1 0" J-BOLTS @ 24" O.C. * SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW - c�- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE _T UU t5/8"x10""J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. V Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 04 04 fn iz! 0 04 J Do/./ '0 0 00 LO ! z W X, 2 0 W z E > 0 6W 'C Q D 0 >1 _+__ tn !2 u CO C: E -- — Z) 6 2 (D) Ell-—6 FL < C U < V) U W C cO E co 7C) C) rz, 0 ;-. a') 'D CL W W W 0 Ld 0 Uj P Uj _j Uj 0 W �0- < z (9 0 W _j 0 3: 0� U. 0 0 '0 g 0) J < cy x - of 9 -Z LOL 9 z < 00 0z C=)y in 00: ir 0 0 00 z z U)W(LWFnLtj Wu)w Z) Q (L > Z W�_ZLLW<o _j � (L 0 z LL _j <<OLU !29Wz0WL)0 � U) 0 ;�Pw ��- � W a 0 YZ < � ox 0 :3 0< U_ < 0 F_ < LL 0 0 C14 z 0 w r" > q (.0 z co 6 C0 [*.- LID _j LL. < W <� LO W O_ cyi (L 00 ; < >_ z 0 z 3r. W W 0 0 mi (.0 C*4 C14 0 0 Cn 0, 10 C� 0 (n C� C) U') > . . C_� cli . . . . . Cr 00 Z W < Z III C) z U5 -1-4 CF)4_0 0 LU L) ozz UJOO -0 LO 1.— 0 :DZ5; 0 LU 0 0 -0 z X CL X a- < W Ln ca P Uj 0:)o zo:c W 13— >_ 7: (n < I_— Z) 0 2�2 zwo 0 W U_ :5x Z z z a- z < 0 < _j 0 0 z z LU Uj _j 0 04 co 0 T_ > LAST PLOT DATE Z 0 STRUCTURAL .j DETAILS SIMPSON HGAMV W/ (4) 1/4 x1 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, IF >9" SEE 1 01S6 (2)16d NAILS7 SCHEDULE FOR SHEATHING DETAIL-7 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/(3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45* "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. A LE TRUSS SILL 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6' O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4"7'ON TOP OF PANEL BLO CKING, WEEPSCREED FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8""J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) --\\ IF WSEE 101S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45'± SEE STRUCTURAL x-1 NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILV 2x4 KI KERN 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0-- O/C. @ 8'_O�O/C EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOENAILS@ EA. -----FROM LEDGER TO END BLOCKING �VPSUM WALLBOARD GABLE TRUSS X, 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD ORD 7 USS) 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 PANEL BLOCKING @ 2x BLOCKING 48" O.C. FOR 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8' 'J' BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM IL BLOCKING, FASTEN WITH SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 4 0 1 Od 3" 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4"TITEN @ 4'-O"O/C ALIGNED WITH GABLE WEB SECTION r2 SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR c� X-BRACING, AND TOP c') SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING INFORMATION oo co SCHEDULEFOR W SHEATHING DETAIL BACKNAIL wl-J 142 19 1 All. (2) 16d NAILS WOOD TRUSSES bo oo 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGEFASTENEDAT AT 24" O.C. ON TOP OF t1v EACH JOINT W/ (3) r Mot BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHEDW/2-16d AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE KA(2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3') OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS . . . . ARCHITECTURAL FINISH 2) ALL NAILS PENETRAT E AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -UP COLUMNS SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" FYPICAL NAILING SCHEDULES FOR BUILT le" 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT ...... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 12" ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" O.C. GABLE END BRACING DETAIL 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 x -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) r3 SECTION SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-� DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACH_'D W/ (2) 16d TOENAI�S (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH -2x4 7'ON TOP OF PANEL 10dx3"@4"0/C SIMPSON HGA10KT wl (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC. SECTION r4 SCALE: N.T.S. MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/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/ 1 Od NAILS @ 6- O.C. SIMPSON HGAM1 OKTA W/ (4) ED) O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4'x2 3/4- PLAN FOR TITEN TO CMU 14�CISEE ONNECTION 2x4'T'ON TOP OF PANEL---' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION 9 SCALE: N.T.S. 'MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'L" BRACE W/ 1 Od @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24- O/C (TYP) z W 2: NG w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTUREBARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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 10dx3"NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 114"x3" SDS SCREWS TO PLATES (TYP.) 1--CONT. BEARING GABLE END BRACING DETAIL SCALE: 314"=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 2x4 BLOCKING_�', --2x4'7" BLOCKING @ 48" O.C. -1 6d NAIL "L" BRACE ATTACHED W1 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 6si) W 2x4'7" BLOCKING 2X4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL FYI GABLE TRUSS WEB SINGLE "L" BRACING DETAIL�-_6 SCALE: N.T.S. �,S5 DIAPHRAGM BLOCKING @ 48" O/C 1715 r-<T GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE _j FASTENED WITH (3 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. S5J 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. MW MM a: NOTE: Z-TOP CHORD 2A #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. R EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 1"A LVAC Virtual Review Assist, Inc. 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AT TOP BTWN. ARCH BLKG. & BUCK --- ER 1x4 1/2" D DOOR JAMB (REFER 1x4 1/2' DRYWALL DOOR JAMB (REF ;tf RYWALL TO PRODUCT P.T. F TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 wl P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"03 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/2" DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT F- F 1 APPROVAL FOR CONN. X 4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.' T DOOR JAMB (REFER TAPCON @ 16- TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL N. 1x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT DIST. APPROVAL FOR CONN. �j k'12"DI 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" i 1x4 O.C. & 4" FROM EACH i 02"EDGE TAPCON @ 16" O.C. & L FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY w/ 2 9 rT x P.T. A AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gy n TAII 9 1/4,, n TAII STAGGERED @ 12" O-c. 3-1/4" DETAIL BUILDOUT @--1 OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. k Ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4"TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL __ k (4) 10d NAILS INTO BRACE(S) 7/16"OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR t SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR---' \"_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1 /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. SECTION 2'-0" 78. A -A 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 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END —PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B /4"MAX EMBEDMENT INT��. 2'-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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWNN, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) )0 ATION 1��UL* INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SCALE: N.T.S. �s PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB4 (TYPj STD. 90' HOOK (I +5A NOTCH WEB AT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4"x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 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 4Y." 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 LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED"OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 / I/ #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (2) #6 X 4%" 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 SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W * W * M * AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. T' COVER 6'-0" F.F. 11 IH III III Y GRADE % A' N 7 M C-4 t "_�(2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I 1K1AnnCE3-rADI C 1KI0rAI I -1-InKI FILLED CELL INSTALLATION _( H SCALE: N.T.S. � SS SEE ARCH F'LAN AND PRF_ ENG I SS Dt-�*I:4 SEE NOTE1 BEL(_Ww� Zx SUB F AS Z IA _T --- ----- ALUM DRIP EDGE CIA BR1"$'V�ALL -r,�PE ALUM F 1-34' TRIM PAINTED ':,S NAIL W/ 506" HEAD F CHANNF1 0 C `4 FASTENED PUR )IA vj! 2 NOTE 2 BFL( - 4 , I ... I t- CONT VEN7C[; ��R SOFFIT CCN7 _'x�4 I ' All ED TO L N BLOCKING NAILEC? T3 TOP BLOCKING w12%,,z(I NAIi CHORD EVERY 01 HF:� I 111�_ SS wl 3-12d NAILS, TYP. 1: , bijILDER TO VERIFYIPROVIDE SON` NIATERIAL SPAN CAPACITIES BASED �_)N 'it DEtAGN PRESSURES SPECIFIED f�OR (XrelPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN FOR'SC)FFIT ATTACHIVIEN-1 A I Vd%� I Al PHA ALUM. IW FIL# 116,144,W, F1 PR�,IDIJCT APPROVAL) F C1 iANNCL TENLID TO� .. IJIN. EMBEDMENT 71.1J wl T NAIL .097- DIA- 4 24' O.�'_, �� _� ViC IX) -A ', 1) 16 CA 3!4"xl14* CROWN STAPLES..-5) 24" MAX O.C. IN DtAMOND PATTERN SILIB FASCIA w! 16 GA i;4 x 1,.: (:R(WN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 ,,C_:ALE- 14'- V-0" FOR ALUMINU?A SOFFITS WITH SPANS V-4", INSTALL IV1ID.-,PAN Ht IX.'KING) PER THE SOFFIT FL PA INS I A[ L ATION CRITERIA �REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + + 7/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED _qo� TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL ---j S% SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO '(MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-101" SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR Ml%r-- MSTAM STRAP qrAI I=- -'A/A CZI=F: -qWP:I=T 119 AkIrl z 0 0 U_ 0 W ZD 0 C0 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 8d @ 4- O.C., 2 ROWS STAGGERED ,2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO -SIMPSON HGAM1 OKTA @ 12- O.C. w/(4)1/4xl 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112"j 1.1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI'D. 11-011 51-011 INISH A I� #5 B AR t> [7:CENTERED W1 H 015: IN TOP --------- KNOCKOUT/ CHAIR BLOCK A . . h . .. . . I S I 5EI % MONO FOOTING A SIZE AND REINF. PER PLAN AND SECTION DETAILS .17-1 CLEAN FILL J DIRT A ffTANDARD 9 #5 BAR IN go. HOOK ZN FILLED CEL Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC, ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I j . EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONIC. FILLED CELL n SAW CUT �A SECTION SCALE: N.T.S. SCALE: N.T.S. OCT 18 2022 \/V\ Virtual Review Assist, Inc Plans Review completed and ap for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 CNI C14 C) 4vL0 0 co LO < A 5 E, UJ UJI z (D 4) LO E > 0 0 a) >1 %0 CY) (n C) 4- V U go C: E :D 0 LL 00 00 Z W W �_ U) it < 0 0 z LL 0 0 z �e z 0 W _j < W z < F- P — M 1116 0 a. < LL W 0 Y z 0 < ,c � LL < 0 F- LL C:) C:) z (N W 0 > p z (.0 0 F-: Ce) C:) CY) P__ < W Lo _j U) III- LL U) r--. z W U� Q_ cy) 00 < Z 0 z W W _j (0 C) C14 04 C) Q C� C) C3 C) C) 0 CN (n ir U, C, c; CD U') U) > . . C� ,s . . . . . . qt Z ucr < Z W C) 0 W z z LIJOO LO 0 0 LU or< C:) z F_ EL X a- W>2 W—< Ln WLUF- MW Cal �_ �- F- 0-no W CN 0 ZWO z 0 0- z z 31e. z Lo < X2 F- 0 < _1 0 0 z z z ILL! W _j C) C14 Ce) > LAST PLOT DATE 0 _j 40 Z STRUCTURAL DETAILS - RETRO FIT IENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTIO HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. IMATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS; = 3000 PSI • GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. IGENERAL 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER NTH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/1 80. 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. I SAFE LOAD TABLE NOT 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 NTH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY NTH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THECOMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD :a 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: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads `IC^Wr_4*"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB BF12-OB 8F16-0B 8F20-OB 81`24-013 BF28-OB 892-013 81`84B V124 8F16-1B BF204B 04-113 8F28-1 B 8F32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 1 3069 4605 6113 7547 8974 10394 1 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 V1809. 10951 3069 1 4605 6113 1 7547 8974 1 10394. 11 809 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 �663 3090 5365 7547 (36) 7342 (19 8733 (19 10127 (19) 6-10" (70") PRECAST 1062 1105 1 1173 1631 2090 2549 3009 3470 1451 1 2622 4360 7168 (45 6036 (19) 7181 (19 8328 (20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37 8825 (14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 1 3191 3685 1011 1729 2661 3898 5681 W7 (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 1+1 535 890 1247 2093 2777 2163 2536 643 1052 1533 1 2093 2781 3643 (38) 4754 (45)1 11 '-4" (136") PRECAST 362 582 945 1366 1846 2423 1 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 :�5_52 --gTo--F-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 ...... NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184,,) PRESTRESSED N.R. N R N R N R N R N R N R N R 412 710 1250 1 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. N R N R N R N 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. N R N R N R N R N R N R N R 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. N R N R N R N R N R NR NR 180 1 340 598 1 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N. R. gNR NR P250 NR NR NR NR NR 1 9 129 0 450 654 APLA 1 no, (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 6" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CMW_4~" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RU6 8RF6-1B 8RF10-1B 8RF14-IB 8RF18-IB BRF22-1 B 8RF26-iB 8RF30-IB _7 4'-4" (52") PRECAST '1635 1749 3355 3280 4349 5421 6493 � 5-6 - 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 , 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917(19 9311(19) 6-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242_ 6639 (10) 8W (3� 7402(19) 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 1 901 1825 3120 5048 7915 9479 10893 (32) T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998(19 10893 (48 9'-8" (116") PRECAST 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 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 4^W-44"" SAFE LOAD PLF 8U8 8F8 REINF CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1 1024 1830 4'-0" (48") PRECAST 765 763 1 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 1 607 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 F2-0- -(288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRFCAST w/ 2" RFCFSS DOOR U-LINTELS <A"4MM SAFE LOAD PLF LENGTH 8RU6 8RF6 C U* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1 1249 5'-8" (68") PRECAST 408 407 734 5--1 0" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 1 788 510 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 <^Wr_4M" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T BF16-IT 8F20-IT BF24-1 T BF28-1 T 8F32-1T 8F8-2T 8F12-2T BF16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 4569 5591 1 6613 7636- 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 1 5740 6627, 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 4 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 6-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (V 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PR��l 727 (23) 1021 16M (12) 210411) 2571(10 3039 (10 3508 (9) 727 1166 1634 2102 ' 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115) 1471(15 181115 2152(16) 2494 (15 591 1 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91405) 118�15) 1458(15)1 1732(15) 2007 (15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798(15 1034 (15) 1510(15) 1749 (15) 494 599 1028 1422 D127215 1738 8 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14 936 (14) 115115 1366 (15) 470 543 928 1349 1 9 1649 1948 2247 13'-4" (160") PRECAST 418(15 373 606 (14 783 (14) 962 (14) 114l(14) 1321(14) 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14 723 (14) 887 (14 1052(14) 1218 14 410 1 420 709 1050 1434 (8 1694 (8) 1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13)1 823 (13) 976 (14) R214 1 1129 14 246 390 655 968 1324 (8), 162�11) 1 1 187�11) 15'-4" (184") PRESTRESSED 224 302 485 (13) 626 (13 767 13 909 (13) 1052 13 230 364 609 897 1224 (8) 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 L8) 08331(8) 1268(14) 1470 (14 19'-4" (232") PRESTRESSED 162 222 347(11)1 446(11) R 546 12 W (12) 74602) 166 261 424 616 105704) 1225 (14 21'-4" (256") PRESTRESSED 142 198 306(11) 393(11) 480(11 567(11 654(11) 142 230 369 531 713 (7 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10 378(11 461 (10 545(11 629(11 137 221 354 508 681 7 1(13 997(13 24'-0" (288") PRESTRESSED F 124 1 175 267 (10)1 341 (10 416 10 d J�660017 491 10 566 10 "12875 124 1 200 116 1 450 �756 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 4^=_4494" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 8RF6-2T 8RF10-2T 8RF14-2T BRF18-2T 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 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 6-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 1 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAM 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 2204 2758 3312 3865 7'-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 395 491 931(12 1301(15) 1640(15 1980(15) 2322 (16)l 395 - 589 1135 , 1514 1893 2272 2652 1 (#) 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 > 0- 0 0 8F1 6-1 B/OT 8F16-1B/1T 8RF14-1B/0T 8F8-1 B <D 0 '&O_ > 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8 , K.O. BLOCKS WJ(1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M'v CO U) X 0- to 0 M C'4 U) co -a- -1 a. 11.1 t6 - W r-) LU U) 4. #5 REBAR AT 0W -3:=-j A BOTTOM MIN. (1) 0 0 U, < . a. REQ'D 0 z Uz -an - z -- W � Uj 16 GAUGE 6D of U) �- t. [ 4 F<- Z? 5 CO POWERS STEEL t- - 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. _j -a z X: L 0 0 0 #5 REBAR AT TOP /__�_MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. -GROUT -#5 REBAR AT BOT70M OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" 1 ACTUAL PROVIDED IN LINTEL (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 NOMINALWIDTHJ :� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 10'-8" ELEV B LINTEL PLAN PER ELEVATION B 1/411 = 1 1-011 :D :FD 18 2022 "V Virtual Review Assist, Inc. Plans Review completed and approved f Ion for compliance with the 2020 FBC 7thi*oEdition by Debra Anne Klahr PX2300 > C C3 CD Co L0 A 5, < W G-D A 0 W z U) a) LO '50- E > 0 a '0 c'! 8 0 M "�'t ") or) A C'i Q U U 7C) - d' C-1) E --- = ') ::) -0 'C 8 2 0 a: cc, < , , < C U V) C) U LLJ C)_� oO E,,i 0 rz, '0 CL W W W C1 Ld C6 W 0 III W W. � 1, 90 cr z W 0 < < Y 0 < F- -F- f) - _j 0 Q� LL 0 0 < (:y x -3 (1) Q� 0 W 0 0 =) O<ZLLI, _Z2_jc�- Cy0)jxW0z01x00f5zz LL 0 P < , CY 00 U) 0 z U) W a- W M I W �W_ Fn W W < 5- z LL W,,,zWz,,L)C)a. < Z y a 0 111 0 W LL < 0 W 91�-P �w Y. 0 Ix 0 D 0 < z < < LL 0 LL C:) C) z C14 W 0 F- (0 J > C/) 0 (c) C) 0 F-7 (y) C:) U) CY) r�_ Lq _j 'qT LL z < W < U� F- 0� cy) 00 < < Z F- z W LLJ Q C:) A (D CY) C) C14 C3 C14 C-4 a 0 0 04 C> CIJ __ C-D C, C-:) - CD I I i i 0 co Ir W> C)� 0 CD LO C� I co Z Z LL1 C) A.-i W Z (j) - z z coo 40 CF) 0 W (.)(.)U) Lo F- 0 =)z5; awo 0 t77 < C) z F- (r = " a- W�t Ln Wmui Ca F- �-o 0 zom W CL >-MU) < 2 04 0 ZWO z 5wx CL Z LL 3e. z U)z F- 0 0 0 z S11 z z W W _j C� cy) C14 C) > LAST PLOT DATE ApH129,2022 Z 0 STRUCTURAL DETAIL .j ELEV. B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L fl)#SU (1)05L (1)#SU (0)#5L )#5U (11*51- (21#5U DETAIL'A' DETAIL'B' DETAIL'C' (1) #51- 1 #5U DETAIL'D' DETAIL'B'&'C' 1-4- PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 -2'-10" 3'-6' 2'-2" PRECAST (2) D4.5 WIRE (2) No, 3 2912 5318 5318 5114 5114 4'-U? 21-61 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--9- PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 51�1011 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 64" 5-4- PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-6" 6'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7-8" 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 81-011 61-8ol PRECAST (2) D4.5 WIRE (2) No� 4 .581 1062 1062 1048 1048 8'-4" 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 Too] 979 988 7-41" 8'-0" PRECAST (2) D4.5 WIRE 2 N 0 4 (2) No. 4 467 853 853 759 843 101-61 9'-2"-- PRECAST (2) D4.5 WIRE 4 2 No. 4 2 N 0 398 727 727 582 -----7-18- 1 V-4" 101-01, PRECAST (2) No. 3 2 No. 5 2 N Q 5 355 649 649 489 649 12'-U' 101-81, PRECAST (2) No. 3 2 N 5 329 602 602 430 602 12'-6' 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13-4" 17-0" PRECAST (2) No. 3 (2) No. 5 9strand 287 525 525 337 525 14'-U' 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 15-41" 14'--U' PRESTRESSED (2) No. 3 (2)7/1 6 + N.R. 473 473 328 455 1 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-g* PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No, 5 20'-0" 18'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-9' PRESTRESSED (2) No.3 (2) 7116 strand + 203 203 155 215 (2) No, 5 N.R. (2) 7116 strand + 24'-C' 1- 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 I 164 124 I 179 N.R.- NOT RECOMMENDED .1d DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P PLAIN LINI -1 QUANTI Y Of N.5 BAR AT ,:SOLILILINTLL r 1-'Al/IIY [8x 1 6-P- I L/ 1 U] NOMINAI WII)THJ LOIIANIIIY (11 11111 A NOMIN At HFIGH I J 0PPI,R LINILL (,�VIIY 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 (])#SU (0)#5L (1)#5U (1)#5L (])#5U (])#5L (])#5U (Ij#5L(2)#5U DFTAIL'H' DETAIUY DETAIL'H'&'J' EI �P-19' 1-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 -X-6" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 -4'-V' 4-4- 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 9053 10000 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4843 668/ 6635 7320 -5'4" 5- 1011 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 1 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 7-4- 6-41" PRECAST (2) D4.5 W RE (2) No. 4 3071 30/1 2916 3049 8'-0" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-9' PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 81-91 PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11 -4" 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-U' 10'-8" PRECAST (2) No. 3 (21 No. 5 1439 1439 1075 1439 12'-6' 1 V-2-' PRECAST (2) No� 3 (2) No. 5 1354 1354 981 1354 1 314P 12'-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 1 14'-9' 17-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No. 4 15141 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 (2) 7/16 strand + 17'4' 16-0" PRESTRESSED (2) No. 3 993 993 600 1084 (2) No. 4 191-A!, 18'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-9' 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 2 F-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) No. 5 22'4' 20'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24*-U' 22'-8" PRESTRESSED (2) No. 3 1 (2) No. 5 1 642 642 1 306 1 599 1% DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN UNILL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL 1--LI LINILL CAVIFY [8x16-P-IL/1U] NOMINAI WIDTHJ j LQU,NT11 101111 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFF LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 111 U I I I L SOLID #5 (2) U (1) L DFTAIL'DE' DE1AIL'DF DETAIL'DE'&'DF' DETAIL'DC' 7-4" 7-al PRECAST (2) D4.5 WIRE (2) No. 3 1 3764 6455 5637 5637 N-17' 2'-ff' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'- 1 (Y' 2-61 PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 1 4-4- 31-01 2'-81, 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' N-a' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2D85 6-8" 5-4' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 T-8" 64" 6-C' PRECA T (2) D4.5 WIRE (2) No. 4 1409 1409 1188 91-81, 8-4' 87 PRECAST (2) D4.5 WIRE (2) No. 4 1 1000 1 1000 686 TYPE DESIGNATION P PL,INLINILL/ QUANIRYOF415BARAT S:SOUDLINTLL -1 r1---lINT1I1-A'11Y [8xl 6-P-1 L/I U] NOMINAI WIF)THJ L 111ANTITrY 101115 BAR AT NOMINAI HFIGHT NPPFR I INTFI CAVITY I DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LIN ILL STEEL GRAVITY GRAVITY UPLIFT UPI IFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (])#5(J (0)#5L (1)#5U (1) #51- (1) #5U (1) #51. (2) #5U (1) #51- (1) #5U DETAIL'E' DETAIL DETAIL'E'&'F' DFTAIi 'G' 2'- 10" F-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4---0-- 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4--6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4--g- 3-4-- PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5-4- 4'-0" PRECAST (2) 04,5 WIRE (2) No. 3 3428 3727 4091 4091 5'- 19' 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 2787 1 3088 3369 3369 6-6' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (21 D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7l-811 6-4' PRECAST [2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 81-01, 6'-8" PRECAST [2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8�4- 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST 12) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 )0 _61 9'-2" PRECAST 12) D4.5 WIRE (2) No. 4 1186 1 1186 1014 1251 11-4- 101-91 PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 121-91 101-91 PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'4' 1 V-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-U' PRECAST (2) No. 3 (2) No. 5 859 859 591 896 1444' l2'-8`1 PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14-4- IX-4" PRESTRESSED (2) No. 3 (2) 7116 Strand + 1207 1207 605 938 (2) No. 4 154" 14'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16*-U' 1 PRESTRESSED (2) No.3 (2) 7/16 strand + 836 836 426 763 M No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'4' 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 607 607 3 17 601 (2) No. 5 2 1'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22.41 20-4- PRESTRESSED (2) No.3 12) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + I 24'-9' 22'-8" 1 PRESTRESSED 1 (2) No.3 ") No. 5 _1 399 399 I I 21/ 412 I :-X "d DETAIL "E" DETAIL"If" DETAIL "G" TYPE DESIGNATION P - PI AIN LINTEL/ QUA NTFFY OF #5 BAR AT S - SOLID I INTEL I .-FIR LINTIF -I- [8xI6-P-1L/1Uj NOMINALWIDIIIJ j LQLJPAFNTffYOF#5BARAT NOMINAL HU(3111 Up R LINTFL CAVITY I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEI STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFr LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51- (1)#5U (0) #51- (1) #5U (1)#5L (2)#5U DFTAII T' DFTAII 'M' (1)#5L (I)#5U DETAIL'N' DETAlL'L'&'M' 2'- 10" F-6- PRECAST 12) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 314l 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-U' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6' X-2" PRECAST (2) 64.5 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'-G' PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5�- 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 /4' 6'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7�4- 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 71-01, PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'-4" 81-01, PRECAST (2) D4.5 WIRE [2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 11'-4" 101-91 PRECAST (2) No. 3 12) No. 5 2082 2082 1590 2082 121-054 10'-8" PRECAST (2) No. 3 12) No. 5 1895 1895 1401 1895 12'-6" 11-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 17-0-- PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 12�41 PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 IN-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 711 Tstrand + 1774 1774 996 1494 (2) No. 4 17'-N' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20'-9' 18--8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 2 F-4" 201-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 1/ 16 strand + 850 850 471 923 (2) No. 5 1 (2) 7116 strand + 1 24'-0" 1 27-8" PRESTRESSED (2) No. 3 1 (2) No. 5 /40 740 '9�1 1 772 1 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- MAIN I INTFI/ QUANTITY OF #5 BAR AT S SOLID I INTFI I .-FR TINT. CAVITY [8xl 6-P-1 L/I U] NOMINAL W10IIIJ j LANT11OF111LARAT NOMINAL IILIGFr UPPER LINTLL AVFY GENERAL NOTES: 1.�CODES .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# FL1 774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST WSTANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REI NFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11 "SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY VATH 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. 3000 PSI GROUT (PLACED IN FIEL �7 Z, Lo 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ-D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-a'cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION. PRECAST CONCRETE 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 (PLACED IN FIELD77 2" 2" U) 75/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ-D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2 * M N. 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 I ENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1) #51- (1) #5U (0)#5L (1)#SU (1) #51- (2) #5U DEIAIL'O' DETAII 'P' 1]) #41- (1) #5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" F-6" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 3--6- 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 4!41 3` 2" PRECAST (2) D4.5 WIRE 12) No.3 10000 10000 10000 10000 4-4- 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 6-4" 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5- 19' 4-4- PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6-6" 5'-2" PRE -CAST (2) D4.5 WIRE (2) No.4 8629 10000 6741 10000 7-6' 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 48V 1 6909 /.-811 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8-4" PRECASI (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" W-91 PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9,41 PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 I I �4i loi-o" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-U' 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13-4- 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-0" 121-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-811 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15-4- 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16-1)" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 191-1c, 18-4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 201-01, 18'-6. PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 1 2 I'-N' 20'-0" PRESTRESSED (2) No. 3 (2) //16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + 24'-U' 1 27-8" 1 PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION vg. P - PIAIN�INTFI/ QUANTITY OF #5 BAR AT S SOLID INTFI I.-IR 11.111 A'11y [8x16-P-1L/1Uj .fr. NOMINAL WIDIIJ LOUANTITYol-45BARAT NOMINAL HFK,Hl UPPER LINTEL CAVITI DETAIL"O" DETAIL"P" DETAIL"Q" CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" 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 L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L ETAI D L'DH' DETAIL �DY DETAIL'DH'&'DJ' DETAIL'DK' 3'-&' 2-4" 2'-G' PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-C(' 7-81, 2�4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 1 OODO 9686 10" 4�-7' 7-101 7-6 PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9SD3 4--4" 3'-a' 2!-g' PRECAST (2) D4.5 WIRE (2) No. 3 1 3647 9133 7835 8173 4'-9' 3-4" 3'-Cr- PRECAST (2) D4.5 WIRE (2) No. 3 2990 1 7025 6382 6382 5-8' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3a39 3839 6-8' E-1c, 5-G' PRECAST (2) D4.5 WIRE (2) No. 4 297A 2976 2676 2737 7-13" 64" 6'-G' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-91 8--C 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1563 1 1563 1113 1455 TYPE DESIGNATION P: Pi AIN � !NTFI / QUANTITY Of #5 BAR AT S SOIIF) NI r I GN IR I NT11 A'I- [8x16-P-1L/1IJj NOMINALWIDIIIJ j LQUANIL1IY0fff.5HAkAT NOMINAL HLIGNT U PPIR LIFELCAVIFY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTFt STEEI TOP WIRF / BAR UNTEL STEEL BOIJOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L 1 SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L - -7ETAICDL' DETAILDM' DETAIL'DL'&'DM' DETAILDN' 3-9' 74' 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 7665 1 ODOO 10000 10000 4'-a' 2'-&' Z-4!' PRECAST (2) D4.5 WIRE (2) No. 3 6054 1 ODOD 8442 10000 4-7' 21-101. 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 5413 1 ODOO 7552 10000 4'-4" 3-a' 2'-X PRECAST (2) D4,5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3-4' 3-(Y' PRECAST (2) D4.5 WIRE (2) No. 3 4017 70000 5613 10000 5-8" 44- 4'-U' PRECAST f2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 5'-4!' 51-al PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-81, 81-41 81-91 PRECAST (2) D4.5 WIRE (2) No. 4 21,5pt 2158 936 2036 TYPE DESIGNATION P - -1 AIN I N ILL r UU]AI 1, 1 J 11, 1 �' AT in I INJI LL OF L OLL :-'VIII [8x16-P-1L/1U1 ,TV N �II�.IIJJ L A I I LA W NUF 1.1.1 1 IN I j D ON LIM .UNIT'1450'- 1ST FLOOR PLAN ELEV B- 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL IFNGTH 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 11) U (11 L SOLID #5 (2) U (1) L DETAIL'DA' DElAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' X-8" 74" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-U' 2'-9' 7-41" PRECAST (2) D4.5 WIRE (2) No. 3 1557 1801 1801 1483 1483 4'-2" 2'- 19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-U' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" X-4" X-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4�4-' 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 6-0" PRECASi (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6-4- 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 1 489 1 261 393 1 -.4 L J. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) Fx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR 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 DETAILDO' DETAIL'DP' DETAIL'DO'&'DP' DETAIL'DQ' 3'-&' 2-4" 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-U' 2'-U* 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-Z' 2'- 1 (Y' 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 95G5 10000 4'-4!' 3-a' 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 1 6149 10000 8604 10000 4'-&' 3'-4!' 3'-G' PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-61 4'-4" 4-G' PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-9' 5'-4' 5-G' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 71-81, 64" 6-C' PRE -CAST (2) D4.5 WIRE (2) No. 4 2693 4979 2D69 4671 81-41 8'-G' PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION , ' -� r ��, NI I I f U, " �1, � Nll� 1, N I V - IN I I I rVI I Y [8x16-P-1L/1U1 N J L.110141111 111 11 111� 11 FRI I 11,111, 1111� I . 11 F,j IIPPFkl i INTF, TYPE DESIGNATION P - PI AIN I INTFU -1 UUANIITY Of #5 BAN A) S-SOIIDIINTFI r LOWER -INfLL CAVITY [8x16-P-IL/1U] NOMINALWIDTHJ L u,,,,y ,, I,, BAR All Vfly NOMINAL HFLG-HT UPPER LINI OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and ap ved for compliance with the 2020 FBC 7th Editioi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" P IN LA 8"XIT, SOLID 21�10't Precast 2082 d1325 9235 3'-6" Precast 4624 4'-0" Precast 104 1 3358 4'-6" Precast 858 2635 recas 1 2459 54' Precast 663 1940 5'- 1 Y' 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 222 772 101-61 Precast 156 600 1 V-41" Precast 132 651 12-4- Precast 111 593 12-4- Precast 98 544 13'-4!' Precast 82 475 14-4- Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17�4' Prestressed N.R. 257 1 9-4" Prestressed N.R. 184 3 Pres resse N.R. 167 21-4- Prestressed N.R. 138 22'-0" Prestressed N.R. 127 estressed N.R. 100 N.R. = Not Recommended C14 04 0 CY) Cq "K 4 0 01y"t U') 00 L0 < 00 5 0 't -Z W z E > d 0 -,0 C! U C0 'Zt, 6 >1 CV) C4 cli C) - 5 co -0-0- C: E -L-- - 2 0 -- § 6 a: 8 0 < < U d u LU C E cO C) r" �-o @ -0 a W W C9 W ULi U.1 o F- W" W W M 0 LLI F- :< X x z o: z x 0 < 0 < < 00 0 :) 0� ILL 0 < < F- C.) U) 3: (1) <0X-zLXLI. OZ20OF--Jp Q 0 OWW§0 OE00mc)z z - Z LL U) q z 0 C) < u) CY) I,*- -i U) LL w z < Lij < Lq or) T- oo < >- < Z 0 z W C) C) (0 CD CN C4 C) C%4 Q M C) 0 C, , C) W L? LO > C� C14 (y) 6J- (0 z C) W 0) 41 0 W C) 000 W (.) C-) LO 0 :D z ow- 0 or< Z CL < C:) W < W F- Ln WxW OF-0 0 zol: W 0 §�2 0 z,0 z 0 :5-W W LL cl- Z z W< Se- z 12 F- 0 0 0 CL z S12 z W W C:) Ce) N C) T- N > LAST PLOT DATE z 0 . STRUCTURAL DETAILS I -j ELEV. B Mounting Bracklil [ 10 Gaugv, 4-112'x 4-1,12'A 2 -1 Z S.ev Ali, ',Oodulc tiolts -�_ 112'Di& A32S GAI ITY1J.) 0 dl _--f-VT ------- It r, It T7 it 1K) S lrtVV3 kfim Butturn Edge HUI f-51 Pirrint (_rCA1 Siiipport (Md Y Lit: -_J I 1IL"IV Left Bracket (10 Lijucie. 4', e If- L, I I i I I, I ew. Th r u Bodi ke t s gackCiois Sup,,.)of i It t( A/( Lnt Bottorn Side ffyocail: 3 each sil:16 lot !)t,4!tcjo( .i% -i 10-5/80 washa," / �At Lxking huts SUM P., Back Cross Support L)l Ay lip I k It to W) Right8tacli slailt Florlida Usipartmitirl at Wsvql� & Prctessianal Regulation Its"lal BLilking Codes and Slariclardi; 12"W=l Product Approval Application Dolsill Clete owl Ddo Pmdm 11112 VWWM called submIuld ?Vftf9yw owa FarenI L.. EII P t AW-mall Cab"": &W11161 Lonr�4,:Il (1177) 441-03" PE "77s (334)300-11100 subcs"Itiew. Promote "Itrodtod A. A FI 1"emsefflaid-com N- Teah-logy C-IiI NWh.* E-%.O. tVMO Roalerod Awtls�l a # Um"d Florida F."Jin- �21 2 3 StneqVini 4 aarrY.4 Model I 54WU 1 5 31madVend Model "1 540,324 6 lensi 1 Model 'I 50VO sn.,~ Modbl M 540,574 dvolm.-Veni Lwa citing, D= I'MadVilint Altai 1911 Yet I W1 I IN1.1 I I Y- N 1. :,00,100 1211 Y., Yea P. 'A .00"M 1 zolfm yr, yall NIA ::,kl 1A. 120 /= Y_ Y" 11" 01, , 2131r2023 Y_ 1. MA I 207mrim Y" Y. MIA .10,1- 2r3l'= 'AA WA Paddle Nplirtment of Susinslasis & Professional Regulation Bulding Codes and Standards Product Approval Applicabon Detall PAPIerl 'A'Irml lith. Lm W& no least cNiq mm YRAILik awamum fACAMOM A,-,,,d ft,19. 2M fl-V Me .1, 1,,: J Shu� Zsoralry P Prea 8-dat P E OWIM020 1.11wom Oww"20 t Y1 Wn',� castiart: 33- I'll PE-11021 01) 1 8DO Sull0trisper. Mew Rooling capable" kWh.* fvw." memo hoss a Florida learthimed AMOk� 01 1 L wan ad F11a1d. Prok.,]-S eg.- LAII IIVMh ftad,,t, 11!Illul leaders ED" NUN" of NW* 11.1viluct Dmkdoo= Qluidum 0999M fty*Airq onnal Masi I'm, , WONS chat; Isom, DMI; 1756k olac 2008, 2r3l.7075 Y. 14. NIA .0,_140 Florida Department of Business & Professional Regulation pege 2 c44 Building Codes and Standard* Product Approval Application Detail Am 212 WILMA= 211 I= Version magultactigrel VAII By val'outel SwtmgM FW ADOVII Approved 13-.- DIM Thernmi Cor on all- �.P. Lynow F 501imitt P E Ryan. �,,lj F W 500211 %!,31-020 0412NM21 cl�mvt.I 12, App--d ' Category Eillvsa Diars (800) 64!1�71126 air 41ACt (613) 7674661, 5LIscat"Ory 5,"gmt; EA*..r D- A-Irwist. si��wnedw�bru C.."aaaaass-rhod F."I"a",Ropinrliftonh. FWKkR*g,b-,*,�c$A,--l.,tof*Uc*n"dFlorKia Pr.,...I FLA2049�M Pndugb CLiahwAsiturwas Acifiravad for Usa Appritivild for Use IM= Dirsitin L.,(24 wk-A'LAM, aguiftivag Hesam 'Id"s mooth 1 0089.0 12J31f= Y" NtA C090 Fi baglass; Single Door (I_WI%9 CIAIVVAV� X MMi§400W) J 0 Therme.Tru Flbsr�Classw j �moah Nomlnl t4,iin.fl &qUOtOW"Ct&qLMt Cital" 12(31r'(J22 Yes NA comaso te Eage F�bnfnm Single Doorvoth fifidallse(s) X0 Ox. 0XIO 'fiv .. t ... I Nomilud 6111,41116 &'l-t I opq- No Y_ Y(, Edge fv, .1h (1n"n,V0NIe XX,, 'Y'Vo 4 d Then- l-,NY, ' .U-r and Smootti-Stair No 1 0 l6quortiff"ClAqwt opq- 12131= Y" Y WA mrasref Edge Fillsergives Sentile Door 0 X mogwoom) 5 a Thermaii Fbei�_Ili~ ,, i Smazo-Sts, hion.-I "A"i Muctin-111114,ot opaq" t2f311= yes IJIA Co...,. Ito'FIllarglass Single Door with 9441,111111 h4 XO ox. OXO ciinfiguralifforaii 6 f n-ma-Tw Mber-Clawk and SmoolhSer 12131100:7 NO Yr. Y" WA 4'.aawoste Edge Fa-lplas. r-his t)tt,.W1, 7 1 Cla-C and Senoofh-Sm ,z, " �MMUNI &qUOtirrpSGg&*AD� alAtAIL) Qf3l= Y" WA ; �."poswta Edge Fiberglass single Om i 9�0ulli X malig-bon) 5 h Thermei J�Iael Lls- .11 Smooth Eftr ZI-al 1843IR& aqw0m"caw$mt, Gleved I J".4 I r=22 Yea Y_ WA L .3. Folsergialls &Via Door vAlh sicarse(s) X0 Mar 0)(0 configurations) NomanslasaKWV UrJU.W. Y" NeA romposter lidge Pkair,;Iew, Ca U* "o, .,thm mrf-I S""ll (InnevinglitAftainirgi OM( '.0Q,141lon 10 Thormei Fib"Isaii s1d Smoollh-Sts, b&A3I1i0 12131r2= yft Y.. WA :on -weal, E.4* Ab"ass, Smis Doti, riswinaCidirwini X if 't r,re,, and Smoolin-Star 12f31=; Nn Y_ N/A Cossalsolift Edge S in X, conts;.'a" 12 1 Th.-Th, F.w,A.- rd S-ilth-Slar N,M 8LIMO 12f3lr2= Ya. I.. E!)A 1-1 ThipirmaI li'll-Clasaa; .,11 N."I"'I W0.19 4 404LIMIMPOV*9111a� 01,1109d land" 1:13112022 Y" Y. t,A Open C�anap,.* E Fibergism Single Door � *,,,I 11 revimnaoutrwg qL11�1t!1 iA T I-P!, u T, L, F tart CbLsK and Sintioll -SW Nominal 5um�8 squoti Wided IM161"r, NO yes WA QfAt"C"ripoliftEdg. Fithevolasi W", 'tvdd molded Open ISI"".) (I k., � �, . 0XI) Onliqlaeltions) 16 a Tharrintsi FIt*TZIala,, Jr�rl 5110011h, Mar N- 1 FA#39 1wide. 12nir= lit, Yea I'm tl,A Open Conap-1. Edge Fibergion Dow" Door .0 or tiathatit Gim &J fA-5,-ol � �� linshisinal0vistaing..U. OX).0 12131r=1 Y_ NIA (;Mn 94slests) tinsawfinalloutwing. XO 3X0 Y_ Y.. Compor.t. Filewofte Doable Dec' Win ot vationg Gai�d Molded Open Sdablo X ( � OXXID Florida Department of Sasino,4 & Prisfeessionall Replador Pa".f; BuitdingCodes and Stardandis M1,2011 Product Approval Application Dittall Comm me a" GOLCOAN VAI Ika Va'son VAMOMM cam balumAkom Yellow SMEW M Ami it Istainnied 14WImen 211,20 lialrb,*,sms. 4-. 111 .. wasi IA.ni D.,I, &CCC- - cNA Ul W11,20 14OM20 11124fN20 AW-4 z�,. V...- 0., - SACm.gany. 1JA�gGlas-D-Atinhuslik. 0 Mark Ud. CWVI-WdhW.C. b. ar a tiggLaniumm neagLaima" vast abv aa. t x- Asserted 'a Use Amwed far ou INI RUM In IIIIAL Notul EMU= Y. Y., '11A March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, please provide the inibrmation and approval numbers on the building components listed below if they will be ut,ilized on the construction project for which you are applying lbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru r_C Fiber -Classic and Smocth-Star (NON -IMPACT) FL20461,1 +67.0/-67.0 psf 12131/2022 ThermaTru Fiber -Classic and Smooth-1S)tar (IMPACT) FL20468 +67.01-67.0 psf 12,13112022 7herm a7ru Fiber -Classic and Smooth -Star �IMPACT) FL20470 +80.0/-80.0 psf 12/3 1 /2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332,5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 �NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) F L8248.3 +31 � 01-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 91123 (16X7) F L8248. 10 +30.0/-33.5 psf 12/31 /2023 Wayne -Dalton Series 8000/8100/8200 #1124 (1 GX7) F L8248.1 1 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG. Inc 607,707,727,747.and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +60.0/-60.0 psf 10/&2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2116/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/=r60.0 psif 4/&2023 PGT Series 5520 F L243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 PGT Se6es 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 IA. SIDING NIA 12!31/2023 1B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum. Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12,116/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 41A 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICK TU MAX FL5259 N/A 12.1.'2312023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL169,18.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 Fl 21580.3 N/A 12/3112024 Lomanco. Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psif 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849-16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S. DMC 5V F Ll 7679.1 +011-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL15076.2 NIA 12131/2022 All American Shutters & Glass Gahranized Steel Storm Panels F Ll 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS Structural Conn. see chart _USP Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/3112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL PSL, LSL F L6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58.1 N/A 5/2V2022 Commercial Concrete Products, Inc, High Strength Concrete Lintels F Ll 774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan re\Aew. I understand that at the time of inspection of these products. the follovililing in1brmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Departrnent of Puts nefiss, A Proless.citial Regulation Page I al 2 Building codes; at no Starloarcis I Orlim Product Approval Application Daitall Qft I) J, :03, 1 1.' 11:1: 6 1 �; i,� 20 20 Data Fiardiflo 1,1;,t . 1 !4, version III LrEacturer opmam Endineeir Alk License YA§d&M By Vaildabd SUbffiided FQC; Aboravid ADWOved ks�aion 2QX Ihvrnu��o aucv siseve Jimperson LyId ti 1`1 1; RY-1 King f, E 01`13=20 07112=A: (170.9-NOT Approved c.."ry: I = 0." Mai 043�7620 ILZIMWFA SaIsCall"Ory: _�wrg' IV LAx Vcxx AwmI i4mP&WmOlhbrnIOU00 Compliarica Mo*od: 6, alwahan Remit from a Fk),1dIsRnga6t1I A11111-1of, L-M. 11149 FLE204704M "alaselainsi ProdUca Nam Fir duct Dmnifaon conttll�� o" in Ck#fXIoo 4" gnu Resistant 20= p_rtwwm "a 6latooth-sar, t),-I- Y., Y�. Y05 NIA Canvasser Edge Fitsimisess single Uw, 210uh-n9i X cord4uni 2 a Thenne-Tru Filissr-Clessic and SravothSlar ��,nn ,1 UR $9 1! &qwA ampacti6quot Opetaim, 12f3i r= Y" Y" Y" NVA k&.,, 1,1"totass. &ngki Door noth X0, OX - OXO Cn,f,q 3 c. Thearns-I'm Flishr4lasesic, and ShroctilliStar UNIC, e &4xA Impa'aquo otaxan IW112= yes Yes Y" WA C.," lt,ip (),wbla, Dw ,@Vh 0, �ai Sidessn" I I-ItIl caringureso") 4 d ThWnT1, F anrf Sirtuim-sto NOMMAI 8U3960 &quOtIrrqpL1&qunt OP�4� I Z, I.% It" Ytu yo. IVA 'Cc am se Edge Filsolgisties issigle Door I i X configuradian) II,.TnjF.b0-dS-th.9t.1 nat I "Arip 0 sq-ickfirr"CI opseps, 1213ir2= yars Y- Yet, WA . It, I , IQ,, Single, Duor Wh AD, OX o, 0X0 6 IF T hern,. �' I,, F It-0a IC -d Smoolth�Slar Nominal &&*W,0 Y" t.. NfA Co.po** Edge Fiberglass Da.04 IN,�r nl 7 Ther� I P, I In& (.1a4ur 4411 St,, NOnnIn216&0*$&QLxa4mPQCt&quOI C-Wett t 1JC VII:, (0s, Y., WFA ComPooftEdgofl iWasisSahsai a h Therraii Ftber-Classo and smutm, tsts, N-a'", d"*8 &aLictirmisectitelmok Glazed IWI= Yas. YM VA Ldg. F,aerglm $.a* Door nith 11";. 1,11, �, vq)~re; XD, OX or OXO 4,_ 11_1 0 Tharr rrvi-T,, Fit- Classic and Smooth-Saper Nominal 11i P S",.1 I �ftlI Gla,ad I V31 rA= ym Y_ Yes, WA comp.shis Edge Dou 0th .1 A�,,ZAX() conligunalans) 11) Ttwanne % I Clint- ,,o 5vh Nomins I $&M,0 Iliquotanismadquot 0162W 12J31 r20-11 yo. ydel Yes I'A ,�mposrfir Edger Fillsig" Singithe Door .q O'de-ne; X ConfigLineriat") r__ rn� o6- C nd Q,__ �1.1 W , aq, c, V_ 14fA , m"IO E 0a. r,tQ� 3 ia J-O* Coof VAth SgWtoN Ons-nt;NAttinnnig )(0 D7 , CA, 5 configurellons.) 12 1. Thip,rei �A- C6 aw, NOMAIll $1140*0 QeI 12131 r= yo. Yale Y. 14?A Door with or ==d:(F==.D-M" n,, XK at 0=0 MInfigundions) I �i, ThamreTru Fibar-GLASsic -3-A, 14.,[ Nonlo" 6WI &quorwroactiquat Opla** 1 7Y 3 1 r= Y yes Y" WA 't. I F owgi.m. swighe Door %fth ImpacISI Sidellei XO, OX or OX0conloundions) "Plahnels-TruRliff-Clissale and Shroar"Its, 41 m,I cipstra, 12131=22 yes Yet Vote WA Cixwn� F4" Doubso Door wft OXXO a Prni 7 t,� Fsbw Gamer. and -cariocith-8tar Y., Yes ya� NIA C'mipleft Edge Fillep9lasis Slingh, Door �ft �ot'N-kvp-sb*- Sidollbi 9-�,,Ycksla-ngl; xo. oxilaoxcition4uralsons) is p th*nVo-TtuFibwt:j�cai�,ISM�in,�W, NO.Ihall "Alsel) AqUothimileadiLqUat Ciplates, I ?J31 Q= Y" Y" Y" NfA C4-p"" Edge FlOagims, Double, Dow Wait -%d.Mn(ln*-WOuMwg; 'Ay '-fig.ralso.) 17 n4,,n1fI 8 plictfill Otaictor 120111= Y- Y_ NIA c4rhrwain. Log. F,beigl I. sago Doe, n w 0uIVrg,X,*hfig.,&OnJ N I sairsa a &q=rNQn_[_W&q,^ oppque lin1r.1012 Y., Y" No 1104 Co lastille Edge Fibegilass single Doo, um Stsellialia) oranungrOushoni )(0, OX or 0%() 19 s Therinii Fllw-Clssl� sndsmjo?a-1.,�,v Nern%l 6&111131P�8 &qu** Nom4fripsotilliquot OWue 12MQ= Y" Y" No NIA 1-1mr1tirto 176g. Fibeirgless Cssuiblit Dow With tot MU-nIll i1WIhK (WWAWQ'GL4*MrV XX OF CI ,,,rnQ.A.f 2f� t: TratInme-T ri.; F ber-Clatim and Sirsictli-Slar Numins I PA") 1, SO," Nuf� I mW. &qk^ Qfaq,te Wilf2l)22 Ye. Yr Nu 0A CortiOavie II F.Or.ght" tionell; Dw, (IrrvAnVOwfill"ing; X oarOgwai 21 Thaarco 1, � F,h. t 1. .., ,J ,th SW NO-0181160*011IqUOLNOM-101POIS LKK.Ulloqua lwl= Y- Y" NO 14A (:ot.P=ME-daeFibeigimSwo*Dootmth f-401I A0, OX a 0X0 1111110-1101,14 n Th*TnaF,1asr.0&ss,d5,maodh�S7 12?31r= y- Y_ No NtA : � dpt, F)bssrlpl� DoAls, Cloor vilh or "thotit SWMI r1_ro;Ctn*�9 XX � OXXO W,Onn,I Tt-ne 7,. F,barCissi and Smad"llair Nom.ad OU39,8 latian,111i 04"Od i2ilir-oz- Yet, Y" NO IVA Composite Edge F.Itaingla" qrov :N x0onlawarcahl; 24 X. Thei-A.T', F,t clitsw and smoo"fi-star N.m" 611,011 squ.t.N JrV*JS1I. 12KW.I)A'7 I_ yeat No f4,A Composite EII FIMCkm SrVa DDor �Ilh Sidellis(s) 0nsWn9A)LftWn XO OX a OXO O"foLitarlions) 25 Y The- 11. 1 �4 �,,o �,Ottl 81,11 'InsialoSquor, Ciliated, I2f3i12= Vft Y" No NnA Composite Edge Fliteargilasto 00�00 Dw �.ftr vawm SeI XA "' OXAC, w0guraflonam 26 E Thomrai F ber,QsWe and Sirmollinfitar Nominal KRAI 0 Irnpain"Jot. I �-O 3 1 t_W.- Y" 'A'. Composite Edge r'borgletw, 604. W, Onsair,litiOushtv," Xcotfigvtxtin�n� 27 n TharraII-T�F*Claqax, and Smood;49ter Nominal SWq 0 A"t r1rak A.""I Gierm I CA 11'. 0 YOD Y- a, NVA compoenta Ec1q, �� 11 Sidelie(s) fi.�r.VOOIA�. ,, X0 CA . �'AO 26 Zb It-- f r, I t- end Smooda-Sts, Normand 8&4'39,0 Squot rwIry InvAd%t, 31wed N Y" No NnA Compossits, Ed" Fib"Ines Doubw Doot wth at �,dhoiat isd.10i OnstrigtiOulp-9. kX - OXXO confl.-Innims) &AICU.Ply: S11,I k 91. . Dw A 1i snenlisis CWVIW;t 00h(Kt. F-ZAtInn A.PW lt� 8 2 siRILN "KIlumINI'm sm 4 31. RIES 4211 AL UM1 NUM �, 10 RL114F 0 A CED I 5F RIE3 420 ftUMINUM 5G) REIN' CIR�:ED corporsion C V li-w ( 11�0.0.,Y- w01 L 0.- D_ A. -Want Cone0la- high- 1W-w Rlpcti train a Fasd* Rh;J&10� A� rnia,,I m . Ljohnaed Fair" Pnotres"'"'IL'a"""" all- Floncle Dopertmart ol Suu.itiss & Prolossional HaquMmin SLAkIng C,*(Ies a nild Standards Pnoduct Approvall Application Detail P.V 10 2 Q" MANUA YA9411110 AIMMAW FACA-g-d ARWAM a" liters miro", to, Row,. 4 � v, And, IT 121117OX 04g,1 � N r, 30-3300 1C,02- WAM901G.".� gmmuAmrjm boulftellig-lin Amaravid for Use am enim 119111M Dpomt& cgntmu almoiam om In HVMZ ouuwmm Rtiikmd rtlin If 4 R tFS 420 ALIJ MINU M OW OXO 1201r2024 No Yet No Z JA5 !.44Q�� 1#iA990. 1,1014-ReINFOPC63 SEPIE111 420 AL UWAIM �..D,))f Xt), XX N. WA 9@8q,d;,SOSO,. 404 "114-114r.Kl 51!11420 ALUNNUM 5G.D R1711,11DIR, !`� UXL- BERIES*20ALUWNMUMaODRr,IWI�k,�.LL)'�X 1XIII12024 41A XO, KX960voixmQual. GEMES 42*ALUNKt)MSOD REIRIFDR1,ED XXX No 111. 14390saides,Wd. Florida Department of Busillsilits, & Professisional Regulation BuildirroCcides and Standards Product Appircritall Application DOW 2" 2" QELBwdm go vaims" By Vildftd &AMN"4 FBC Atermwal Aftareved 1).Wm Kari JW, I u"s, 2,Mey� A,,— r-l- ILV;�7�M AW11-4 (330) a.,111h, ollassinar AseramillorUss Atennerial far U" um gift r](1wikun"'I cwnaalm* ionost In KM OL&do sgdm M111139. Me, width 14&*30 Us, I �,Pi 3.t; I I �1 i f3" Y .31 OU35 00 9yesalso in Mb or iftbr�difit lslr� I"AW. Miss VW, i46111311k MU rl*�,W, LhU19 U131=23 1'. Y*. Is, .30M.31 W ii,ailaila. " law ,nbrrwdide no=. 16$M "A, star. 146M. Max heght Gelling 12/3W023 NO Y" Y_ -.0 40) .�6 V) Florida Departmift of Business & professional Regulation HLAIdling Codes and Standards Product Approval Application Detail We Date "A Islas XKMM meadvam Cant- XdMKMU xamom Adam MANUA hulaw SUA Ft"NO, am Cum"ClvftmcfAADO NK UL LLC Troy ewvp. VE 12M 512020 1 ?A 112020 121211Y*0 N..o,sd (ii "I,00do subUintstry: Eva"or Door components C-,V.Lw,. ""halt Cifflift.00o thik a Listing N Ows hdo.Mthid� assent Illuminance AUKGOdftf'Ju AMMEtnifff-ft oNkm LRM AJML 2AUiOL= EMNNM 12,31r(725 Y. Y_ Y., WA Florida Depaillinerit of Business & Prolmss,onal Regulation pop I Or Building Codes aw Slanclards Pledilict Approval Application Detail Y� 2su gas WE lit"dina Ila= gw2gdkua glaw UumusAlissais 1999muk xmlmm SOMM LK6&MMM AROMIN sea ml vdall-I "d I- asset smw.§. ov,11.01 Es -,I M Unch PE 11117rID2111 iit[7=20 ivM2020 A castow. Ailde- t'ir)3W.23OO 31, liku 11%ils".1ona G.nj�. 1,g cesnallar" eased: CNWkobM WA Or I III Adessai his the agwastiaLm kL"9 906L In IfvKZ galitma ft*m 2 155 SH 1,2'72 F,,)Flmp Frems, GeG single Hog I DAD&MI) NO Y" fie .",v w t`11-41.d GIIIIIII a) _I_- Cn -0 -Cu > 2 a) 2 a) a) Ca. r_,. o 2 CU -&-a 0 -0 a) 4.., Q_ CIO a) (D =3 0 CU 0-0-0 0.- -cu Cn 0 �FL = " 0 a) CU = 0 .0 ICU U_ ,- 0 CU > -0 a) cn-I.., E L_ 0 0 L_ CL CU -0 ,�? .= CU -&.., Cl) Ca. z z W mi C_ U) CIO > 0 > L_ C1. 0 C�L < 0 L_ Des. 0) CIO cn =3 < a- 0 LCU W C C. _J a_ SHEET NO. PA 1,0� OCT 18 2022 VV\ Virtual Review Assist. Inc, plans Review completed and approved for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 Florida Depannioni of Business & Prollessaignal Regulation Per. 6 at 9 Florida Deparkmerd of Business & Professional Regulation, Pap, or, Floisda Wplriltfnefl� C4 Btltili & �F(A- 6FIVI IqlRoUllili 11", 1 Fligi Department of Sirsiness & Professional Regulation P.0 I a 2 -CD > Bu&*Pj Cold" asid Staircidgc1b Wz0a Building Codes ard Stardairls W2W, 1 Building Codes anic,:rWidard, Building Codes a rod Ste relards 14"Zoll = 11-0 2 Product Approval Application Dirlifill Product Approval Applicalkiin Dotall Prodimt Approval Applicrillo" Di Product Approval Application Dralliall CL 0 0- 2M CM& or 20 20 21k&W= 20 041,1111:14 Barium PA CU .Tim V,-- "a%" f&RMAKA.6LMM YALGLWAAN goia" suboma EMRAMBOUK ANFAW" ou" Q& &,We L- erti Da. ftodra 2u mm vend- nomolom goo ROMUKAMOM MOM& am& aKm Ger-biggirm Dal immim DOM= Agamww ada 'Eh P-gs"', rinfe-T. Q F - See. jarelp.- Lyndon F Son-1111. P E ".J " RE 1OKPOW11 (1911802021 10MUZU21 IZM&2021 Alsa-d miz Werril., oliggodogall gala fludimarLiioweas Yodu"& YW."" IsAmol PIK Axi9vol Aoi Build! z= yorglag GROW xdtawjk yAtgga 614,11-Ad LALUMMZ ARXRW mad U) Catteri Warm Doong f8M) M3 76" K 43AOQ (ii 7074MS Affirrnatiriti J.. R-orinde 101-11-Dida, a"O - CER sileirni Ded. RCCC, VAi 111111IN20 AWirfad Ra~ 2020 MI WILI-1 led Delete aw9hinger F�ilor` M lk r-F 1 J10612020 10"I'V420 ApprOvild Re"00. =n MI Wed- red Diern, 111i ading" Arnie- Amirl4darrif 31-1. if W1. pe I I r22002D I v220020 11011i 4,w-d SuldCalearseryi Swringing Edlessim Door Arriesimblife, do deferrals: irro- 1-vai'. Carron, %wiftsers t"170115-3300 strainers- A-Whor, "IT)311.841- Cam pildheilt Method E-Walxr,, Report fron, a SLAreargoray, Una. rwig ...... illsibcal4i Morborral Slid. suliclusaii. i CA"'fillan.. klohA (W1,11leen- kblk er Lialing Flo,da kelialefid flachaler or a Lwaorsesid FloWa C-Vli�MMkW: C.OoO� PAN. of Lhi Kernel CwSr"*Dn kb* a Lraing C) 0 Inafeareffial Engineer FLMMAMFIodmm FLA1,15111,411staid,ol, Araseend to Uu A.,L,.w 1, U, W-M U-1 quelint Airtwoml Arligraged lier U, Ancervind I, kpii Carlow 900MAMMUM amawAtOLUM ARMontuAm gag DOW 0 aks" ModeL Higher N� confrad In HVHZ QLVALlfiw atillow ft"Awl iss RWKE 11,21,11, Frooen ego NLmgba W Him ftsomLamoon owfiimiwlatt in 2wg&Am atom progridirs AOURVAJK.M A2UMNAMUM 111101111 UWAM lhadLat or godninimpas Aw 260iftimL mikb= MIA= 73 72 neallated c4fflnll.'� 0 U- flibselesi. ishershaer Insenes, Presaging neammigain 17 woe Filwall- Dam in MWIWZ gaiiiiijigLW_i "Margernit priereargro, 2 U. �Iill,w I �19. lift", rivied? 07/3DY2025 N. Yes Y.' `,1A 0.111grA24 Y- x Glass He Y. No -ft-4c CU CU Therma�TniFiberCkersimandSmooth�13ter Nominal G8#SS8 Clxm.e 1;1311xv C;arnpoaft Edge Filigrepkims Sergio, NO yes NO MIA 0 > (IninewroF00wer6rig, X oolerialinstinei E C) 0 2 Is Thannei Fb. Clarail: and Snar t-lral (341 lilximA 4.6 Impabilquat Orsaafee 12ri Fit- NO Y" No MIA C-qvierne Edge 9 aoa Sin 1. Door vidith I.di ox or No -.Q'-lionsi CU -1 c. Theriese.Trii FlogriClasirie arid Smoothcker Nominal U036,8 Cps" 12M= No Yee. l4i 1,11A li CU 110- 4-0 Fliassighais CavgooftEdp Drardies Oeso-Alli C U) ,erithout Seawater XX nIr 0)0(0 -0 I-AcUrrillmilre) 4 d Thorne Tni F�LCjftllii And Nominal 7api klot Lvi 12)3111�1122 No yes No MIA Corn"ns Edge Flomiliaw I.iiinglis Door i1rannuilifOulari )i 40nifigursibon) 7&OWO I- -A Compilers Edge Fiberglass, Single Dew with Sidelifte(s) linalreirplOubmargi XO, OX ar OXID I Thlr--I,� Fiber Cws� anIi �,xxn� Sw (Inrai Opaquir No Yes No MIA Florida Department of Susineso & Professional Regi4larlorl per, f I Florida Departntert at Business Professional Regulation Florida Department of Bagingi Pirolorisionall Regulladoin ftrial 0! Cm"la, Edge Fiberglass Single Door Fk,.!,l,,g Gooes and Standards ',tJ Killi No di, Q Coolies and Stands role 10=1 x cwiwmtm) a The,- T. Fik- career. and Orn-i 96.r N-iW sam.�0 411'"Whkon op".. 1=11,1022 Conporder Edge Fiberglass, Single Doo(,.th I IVA Product Approval Appllc~ Detail Product Approval Application Derrell Product Approval Apple Detail S"lliell X23 MA C-hp.ratroms) a h Theanoi F�,,,, �- -d -1- 1, -,r,- -R-dq- QP.4. W MIA fLonfi3nas njVM4nS C-o-tre Edo. F 'b"iesers, D-ldla Door �Ah W With Rom all AL1 LWALIWIagla go Qgfi 1,111111i Will 292 SKLeNkam me wo ANA am RUM= XX 6, 0)(X0 mm V-- Catid EW,- & L-Ar liandal.d D, VANI'densil illiferri fleAur-Ad Arsaartsel Yn- WlAr,i correct Er,dnernr Jr-, `4 rilli.-I IN VBd,,d joilloollaal 11CAusidenial A-wrel I" -TV& verwort Illarnmemurar gum MMMRLLU� vwmam W Idiom Rolaoffil F11--jairwarval Allow" "a 0 Throme-Tru r,ha, Cwa-w Srnsai�,Sta, Nonnine; fig#.Isl Glued 12MQ= W ym No MIA Oftmet- �O ft-ro' PA.. i W7 1 -[1 M-1 W� W1, A� I i lU5,20.10 I I Ai 1111inm Aw"d i '.I - !-..do-. W 1 4 sr, 1, Pli l(kii l(Adna2l) 10111jr('21" 1, --1 Aflirri ZDZQ PGTIrIckidnal, Jose, fters.." itw*DbWKCD-COP Wf- tl- GKI C VAL 111/09=20 IIJM=20 Camp, Ed" RbwgMm Single Door --j-y Calooen. rra� :0-23410 IlLiecalagear r-, --dw m(ungerammil- audircidirgant, i4eillons 1, 1 I-erri FNM.Ck324X And Sinater.-Sur (,ir,, NIA ,i, Ent"i; VlAit 11 L -.1 1: il- I- Ciesnplaren UM-7 C.O�~ Men, is LN11-0 5,rtq. h� mr, rl"ridis A, FLA112,19,11121tilrodeen, Ner!",- (kai A--� ', 11 k GA-Ard 11alligroarg, Y- No NIA Ass, a,- A-iij a 0s. L- ln-t 9WOLAUBL� AAL2ng,,gLgm AMUDMLULUU mmm olm z �,nv, Edge F,berglissia Doritle Dox alith at !L2W I U'Llall. Has&. or a- FrashAd Deandoodrin cir:0.0 EI&A 4 Orr, k livilz )'A'ldk'.V1' R.asiant pres- Rol ftgo"t Freda gmurisom COMidamoldImno %!bw guLtaigs Below preerriji V4�id sode"Wer finwAnwoutsiali xx or oxxo NV33,0 "g.M-iW1rnPWr A,4 rn�rpd 44,4- Y- MIA A--, Nreittal 1, l". AOULRYANJBLRU am ROM 01*�, t. Dowo Wo'lleft'do"'s ALiWroAm Wilang Yea yes IVA oarlipwardors) 11 N -,ded Pkb- N- Vari Al-- M,I�ap I", t I K"Q 2kbWLd= Yes Ragrat" yes P.- NA 12 1, Tt ...... T.� i.-. L 14-� -' 7,-WO 11 44- GA."W i2zlr.= 14� Y- N. NIA L:� p-ger Edge li-gles. Single Door Nail Glazed! 121310022 No Yes tin IVA Completes Edge Fillargilaiss Single Door %W. Sadelies(s) AO, OX a OXO configurations) 14 Nominal &tMO &QUOrtl4W inallidill C4U&d 1jf31frW.' z correarille Ed" Striergless. singAir Door x owillignwation) 15 o thw- Tr, i Cressic and Smoodri-Stier Nornnal Mai iliquat.Non-1 Ill L" GWi I rAn NIA C-o-ft Edo. Rbargivere, 9,nrdi. Ci-r, -6 Florida Deparenriart d Business in,ofess,onal Regulator, Pero. I VI Florida Departrinarrill of Business Professional Rgrqk4 lettlor yarl. :.12 Florlds Dirperlinfind of Business Ill Professional Reallifflador, Per I TO r,,. 1.Caafer and Stroadi conhgLwabons) Nominal SKSM.O&quathar�4mp�-UktL�A I, I- NIA Buildi (Asd�% wnij Staxtudis !,&21 cc BuildingCodes, and Standards Building Codes and Standards WWI C-poiWa, reigre nbawriples- ��b. 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Ifeeiradar or as- C--j q.14,0-mv. *1 mvmz Quirald. Itirefterst PEq- Ill lissAxel omedwm cleared In HVNZ thakeild, HVHZ Ageleden! pers- Connposile Edge Fiberglass Single rK,. In Ac. '� x M CX(1 Carolina LOP Sedins *b-.-. I P:Og Y. WA N/A I ' 11-I 2tSWwt So* Vt,,cr',j,,, �Ia ',':31 4r021 90, Yes 140 6,A GO Awr,alr 8nirsol., Filbeigassirsidaread save. landneted, S-Irls and 12111drW. I'll, re" "r. WA "I" -�Al L" 04--, .11 -102) Y- 'l- .,A 2 1 7.164,,a ls.ffft 11111.11 - ".., �' 1, 1; �iblL No Yes W 1". 22 (J &4tiI4 Nnn iff"OSquArt Gli 1rJV2�"21 No to N/A 3 1 1 a onleg). eftd.06019 SO, 0. 1- 1 07 ! I'; 31.71V � NO Yes W WA Composite Edge �fttgiaw Single Door with 4 1 1. s 1AL0,0 Ssti, I "I . I's 12,3112D23 No Y- W SdOWs) (InvAingiVultiveng; XO, OX ar QX0 A Lqd Ch.111 V" q.MW IM1=3 I. Y- W. r,A Ckints"A'A's ard Sol orielingersteirse) I v-, or Smd Wry# lV310023 N. 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L4ft$ regrown M VfAh FIL i40T, 500-2000 Fe-82514 (1131, ,45� 1106=30 1112WZ020 Avar-4 (D 'nAsCd.Wn, T, i"5' i�"�Dqjm ftgIn-d L k4 � I 'd r swilicarse": Saft a Comp,,- Man-; Eni.iii ,.aw Ir- . .2 CON04WO ilfted: Evaluation Regain tam a a am ;Oft Pmom L'Ainardeen fimory 1� i - A - tri- FLAS$4") Products Pninissilional Engineer FLAM?4til Fradlid Agrojered to Use Aww"d for it" Writs, p"111, pl:�N.-�,mmm raerm dissension, A-,,,,d far U- in Milli UMNIMAWS ON" fialligial 2no evessairs a- hrn�T gHdOLAINKAM Q., IL"" &KBIA;Iffl= AWLWZUI"du il'ormt 9VIN-141, Ili, k nlwj"a FLA66444tifteallarts, AperfmardlercUir, AostsomaUsUre. Mkud contralto Vener, Winter 03`31r2M3 Na Yes WON FUA intirlirr, 111- - �. - .- I., - 1; A 111211- 11-11W 1'... 12/31m, 14 1201=2 V. Y" Y. yes "A NA WA WA I:., P-al 3&" Lurr6w 03131=3 "la Yes WA PUA Asna Qrrrw-1Ard Aki,rr, j� �krrt; 044 a Al,,i .3airl A d(A,, VI -tv,l Aur,,-n Me Y. NO WA 2 MIN" P. W�.' rjr� I Y" yet N/A WA 3 Ti"bers.. 10 Is, L.-irk J Sb..d L-bo, 01`31=11 Me, I., HM WA U1, I SHEET NO. 5 mile 14 gra les" van".. . pil. VIT 11043 Use, MIA #UA 4 TJ flin, &.W Gin clunil Campori i~ a oriented atnessed 03411=3 Ili, WA VT?,.8 20 0, 100 WeeP nu Colorado, pialls iz/3,112OZZ Y. NA WA 5 Weyt.&A-R.0- --.n M-d ti- h- �.Idl 03rllr'�3 `,'s Is. lA NIA 7 It 116.20 li lras M-�od.010. IMIQM2 V. owasear 113131,20,12 N- WA March 15, 2022 PA 1,1 I V-R/\ OCT 18 2022 Virtual Review Assist. Inc - Plans Review completed and approve for compliance with the 2020 FBC 7th Ed by Debra Anne Klahr PX2300 KM= Simpson Strong -Tie 2020 FBC Approved Products C:= " ivr�l Inlors 10 to Sat loppirovats 1610M triiii- Q.F�E_blkn. [to 'holditional Information regarrsh '10148 t Ale 0 PrOdild Approvel&jIlern end (Mllty Nolli>a Or Actroplanos MCA). QL(Z �tFf, FL#2350-R7 22" Product Description 1 Trillion Stowhiss SloselColoncroato & Masionry Scr4" 1T7N-SS) 1/4" dianneftr Ton oltairile" t3still masonry screw FIESUS-RO a%" Product Model, Number or Name Product Descriction I SD10112DBB CuLdoo, Accents Connectloor Screw 2 SD9112 8DR212, SD10112, SD102112 'Surwig Done. SO ConnectorScrew 3 SD91 125z� SM212SS 59ot,g-Dirrive SO Connector S6 Screw 4 SD(.,,2,i SDCF22512 SDCF22614 8XF221130 SDCF2219158, SDCF221014, Sitrong-Dirlwe SDC:P Timber -CIF Screw ,;L)C,�.'21134,SDCF221334.SDCF271V;* UL)CF2723r.6 5 10C. P22434, SDCP22512 SDC P2),j 14, SDCP227DO, SDCP22K58, SOCP22912. Strong4kove SDCP T im ber-C P Screw b-),,;P221100, SDCPI.21'34. tSUGW271400 6 SDHR27400 Sf,HR27614. SOHR31400. SDHR31614 Strong-DrevA SUHR (,om1bo44osd Screw I S0625112 SIZ25134, SDl SOS2621 2 SOS2531 2, SUS26412 Strong i)jvr,S1)8 HeavyDuty Coninector Sciew SOS255W SEIS25MOD, SOS258M 8 SO6251126F, SUS2520066, SIDS2521286, SOS25300615 SOS25312SS Sirong-DriveSDIS Heavy-Clutor Connector SE Screw 9 SDVE/F.1716. SLMF2720, SDWIt,724, SCEWF2726, SDWF2730 Siroing4khre SCEWF F rxor-to4: loor screw, FLVIODOT-Re d" a c Product Me". Number or Name Product Description 1 ATR318, ATR11Z ATR518 ATR314 Threaded Rods 2 ATUD5. ATUDS-2. ATUDS, ATLIM2, ATUD9-3. ATLID14. ATUO14 2 Aluminum Take Up Device 3 BPWS-2, SP1/2, BPlr2 3 81`516-2. BP518-3, aP3/4, BIRWill BPRTUD3-4 Bearing Plates 4 CNW3,18, CNWlt2 CNW518 rj1W3r4, CNWM-112, CNW31i Coupler Nuts C rUD56, CTUDW, C1 UD!;Q CTUE) 75 C7UD?6. CTUO77. CTUD87, CTUD68, FULE97 Coupk% Take -Up Devilre CTUD28,CTUDOP 6 N3. N4. N5. N6 Heavy Hex Nurs 7 RTIJO5, RTUU3B. RTUOkli RTUD48 RTUD5 RTUDS, RTUD?. Rl UI)b Ralichelong I ake 0 p Dev ice 8 TUD9 TUE"o Take -Up Uo,.ca 9 T IJVV38 . Up viiasher Ta*e 10 URS3 318" IJpIrft Roo Run Tiodown System 11 URS4 1/2" Uplift Rod Rijn TedlownSysterrit I ? kiRst `t08'l,Jp:rt Ro,.i Run Toadawro System 13 UIRSO 3l4" Uplift Rod Run Toodownt Svister,t FL*10441-R6 A2QJ Pradtiot Mocill. Numbeir or Name, Product Description I OTT2 linki dowin 2 HCC10/4, I'DC10M Huld down 3 14008 ki-inQ 11. HHOO14 Hold-down 4 HCU2. HOU4 1-401.15 FIDLE8, HDU 11 Hf),J 14 Hold-down 5 HPA26. HPA,3�, Sorap-storls purfin anchor 15 LSTHD8. LSTHD8RJ Solap, styk- ho,d down 7 , MASA,MASAP Friunda"r, arclinor Ninap a MPAI32, MPA144 Strap stylk! pw [it, anchor 9 PA18, PA23, PA.114. TA35 PA51, PA88 Strap-stirle purlir anchor 10 Pi PA123 PA128 PA135 Strap-st-fir, pu r [it, .,ncho 11 STHD10 1STo41)lORJ Strapt-s" hold-novvirt 12 StP!-)14 ST)ID14RJ Strop vilyle -,od lown Simpson Strong -Tie 2020 FBC Approved Products JPdood I V30/= For di Inks to all S$T approvelis Ivied below Ct "14ERF. For additional plarritit,or regarding Florida 9 aal9*49 product Appruval-Sysloorri 04 Mrarro-Dado County Nouce or Acr;ooptancot JJUA; ICK HERE 21 Lbsenes hvirgers I up f4riljo haptivisa,atiaolearri vikin of I -iiii and heights 1.,,,g ng Porn �, "" to 15-11AY, 22 LUA.Z *arias hangers Top flange riogors available in width of I Viol and heigirts ranging horn Eli (11"to 13 its" 23 LEG3, LE05. LLC�,joeiim fiangerrs Top flarigre raingifirsavailaUjiv in wordthlot ranging from 3-114" to 5- ,'M and Insignia ranging from 9" to 33-1r2" 214 MIL05 MEEG7 tores. hangers Top flange hangers variVirg'ourn �, 114" to (3- 7!8" And heigilk I;j,,,jn9 from Woo '32.117' 25 MIT sterwis, hangers I up riange, hoingorsis ovaile0le in voodths, ranging from 1 -911s"bo, 5- its" and heights ranging from 9-1/4" to 24" 25 PF, PFB. PF UU. lo-OSS moi hoinge,%. Top flange hangers available inwotri or 1 ji avd beghts ranging froari to 7.11M.' RR Ralge iall connector 28 WIP series hangers Top flange hangers available in widths ranging from I .911T'to 7- lffand heights ranging 9-1/4"to 32". FL01 0111160-RIS a" I ARA4A ABA"R, ABA48, ABA46R ABA86 ABABeR A�41)44 ABU44R. ABU46, ABL148R. ABILIS-5, ABU5-0, ABLE65, ABLI68, ABU166R. ASU88, Ai3U8KR,A8jJ1010,AB1JlO10R ABU1212,ABU1212R AE1W44Z. ABIA044RZ, ABW46Z. ABW45RZ, ABW56Z, ABW68RZ. ASW7.7 4 ACA, A04R, ACE4, ACO, ACOR, ACE111 f, 8C4, BC48. BC4R. BCO BCGR. BCS, BC52-214. BCS2-3/6 6 C944, CB46, CMe. C134118, CBESS 7 COSQ44-SOS.I. CBSQ46 SDSZ CBM66-SO52, CUS086-5052, CUSOW 5L),:,' 8 CC, ECC, ECCU Storms 9 COCI_9= 5 FCCO-SO' S2 5 Sones 10 C.F`T447. CPT$a, CPTMZ 11 EPi EFIVE" EPB48, EPBW 12 EPS47 15 LCE144 LCEW 14 LPC4Z, LPC6Z 15 MP6447. tIPBW. MP988Z 18 PB". PW4R, PBAls PEW. PBOOR 17 PBS44A. PBSM PGS86 is PBVO,PBVlo 19 PC44-18. PC46-le, PC411 le PC64-16. PiCall-10 EPC44-le. EPC48-16. EPL;48 15, EPC04-10, F-PCW 10 2U Pi PC4RZ, PW, K;bRZ, PCSZ, PC6RZ EPC42, EFC4RZ, EPC117, EPC8RZ FKAII FPC8RZ 21 PPB444Z PPB" fli 22 RPBZ FL#10986-R5 MW Product Mordial-Nurn bar or Name 1 F.lA FSA 7 FRFr 3 IGH46-e. GH4", GH4" 17-1-pill-a, GH41". GH410-8. GHWO GHW8. GH68-6, 11,1105 8,GE-1610-6,131-61D8 4 GLE15A, CLU�5U Cl.d,5(U. 31-851) GLBA C-LL 76 ';Llp/,': :1 LU,L) 5 (',1 PT�l GBI-7618, GLBT520, GOLTS20 6 HGLBA, HGLBB, H(l HGLBD 7 HOT-2, Fli HOT-4 a 1JFPi 9 URFP Product Description Adjustarb], Post Flaw Ad ustarift PoAt RD" Ad invoi Pnoe Pam Pw Car, Port Cal) Embedded Column Sm Embooddrild Column Bess BoltedoodurnioncepowithW1 FangingfrotTi3.ii4*'ton-It�"ariaI W2 ranging from 3-518" to 7.112' Sictrowed column caps with W-, 'W'Jit'g from 3.114" to 9-1/Zand W2 ranging frow 9-10' to 7.1,12' Concealed Post To Sam Embedded Pod Bass Fmboddad Fool Base Embedded Column Base LOM Post Cap Moment Post Base Embedded Post Bass Embedded Fast Base Rountil Post Base Post Cap Postcap Post Base Retrotit Post Bass Product Description Froundator Anch,g Fli potwf I -'oil( adtiGn Pwltr Girder Hangel Clulam Bearing Plate ni,amor, Fle-ing riRi,, I oavy Qlularn Uroaring Plate Heavy Girder Tiodown Universa I Foundation Plate Univenss I Retri I bon "*.*� I'llite M=T. M Simpson Strong -Tie 2020 FBC Approved Products Updated 1 �,,r'vy. 1).'� 6 r 0114 Fos addit" "(01 's,,, - or' I "W ding Florldn'S 83tovisle Prockjol APE'ro-I rYNN' il ra%,� lirlara-Voi County N(0)1, Ot A, -e#J '_ A� C LIC Y. tj EN FL#10446-RO 11111111 Product Description 1 A2 1, A23, A33, A34 A36 A,44 Angles 2 APA'�l Ar"A.41, AFIAi ArVA:'l APVA4,APVAS Outdo�), Air,re;1tit Angli 3 APU44 ARE344R, APVBal5, APBWR, APBU, APBMR A;)LJU-.Ll, AP�J%-IXI, APV044, Cutdoo, Acce-itu Post Basin APV,1t4H APVB95 APVBWR. APVBM APINIF189R A;'�.'011 APVI"01.)R 4 A;,O�T2_al. APDJT2R-4. APDJT2-6, APL)Jl2R-6, APVDJT2A, APVDJ12R4, APVDJT2-6, 0,t000r Accerits Dock Jost Ties APVDJT2R-8 L APHH46,APHH14l3R.APHIH6'i( Af-+61OR outdoor AoconLt. Hii y 1-liorper 0 APL4. APU8. APT4. APTA. APVI 4, APVLO, AIPVT4, APVT8 Outdoor A�cenf,i I otic! ' Eiiiiann-to-Colurnin Ties 7 APLH24,APLH24R A111.1-112C, APLH20R,APLH21O,APLH2l0R Owirdoor Accoritt, Ltilit Hariglorli 8 BVLZ Brock Vir,nnir i edger (.:ortlector 9 CBT2Z Cl Conceali uwal 1,-ii 10 CJT3z. J11 137 Ce)rreaW_!o,s! i ior 0,"4 I;ry %`VRII Stop FC4 FC6 I worning Crops 14 FWANZ Vnii,nrmton Wall Angles 15 Gal CA2 (' Jt4wt Ang les 16 H2A,H2"1 H8.Hl0A-2,Hl0S.H14,HGAl1I Hituiraile Ties, 17 FECIT/ I I.j,y Concealed Jost Tie 18 HH4 HI+3 Ho &der Hangers 19 KI3 Siz Knise-Brisce Stabilizer 201 Ldi). 1.50, L70. L90 Angles ECEA Post Cop LSX LS50. LS70. A,itiikonz, 23 1 13C 7 AdiusUt I, 8%ni,r Stringw Connector 24 LSSJ.UU, �SJ26RZ LSSJ26RZ. LSSJ21OLZ. LSSJ21 U�i,� F" Ad;"ta*Ie .1 3ck Hairger 25 LSSAI A I. � SSR2 i. I Si;R2 37, LSSR2 50 LSSR2112, LSSR410 Fiteiri Ad�w,lank, Slopeablel-Skewable Hanger 25 Ill LTP`r To& Mtot 27 MMZ, MIL 247. ME 2&1, M1. 2&7 ML21 OZ Ar�jio, 2S MMHE! Root I$o �>Qwr 29 ?.,1V,4G I iw �,fo qcof Connector '.10 1^10J20, MMLU26-2, MMLU28, Milli 1 U MYLU121 1, MMLU130, MMLLJ1311 Face -Mount Hangers �1` HFIC R8CP Root Boundary C;Iip% 32 RST-3 Root Tie Dovo, - 33 RTC-7-77, RTC42, RTC2Z, RTC-44 RIg,d Tik-Co-inctoir; 'U SfC STCT. OTC HTC4 lu- L;I,ps 35 TJC37, TJC�7 Truss Jack Clips 30 Z2,Z4 Z44 Panel Suffer or C � pk FL#tO447-R5 §191 Product Illosidell. Notion bar or Name I AHEP 2 DSC:2R-SOS1 r)1--_2L-SDS3. DSCSR-SDS3. DSC5L SW GBC 4 HCPl.8i, HCP2 PE-IRC2.Z "HIRC42. H1,111EIC42 � to4rilICNI 81, HHRC44. HHRC5 25wt3 111,RC::tI 12, 141HR.�Isll fil, HRC22 7 I-RUAi, I RU28 LRU210 LRi),"I'. a 1 S�28 LS5021 n 9 THI-4. *F�f� 10 '(::4 IC26 TC28 'I -H,.N.THA213,THA218,THA218-2,THA---2.2,THA41�i. fHA410. 1HI(_.418,TRA422 'HAC422 THA426 THA422-2. THA426 2 THAII 8if22, THAl2 0&22. THAl2 112:1 T HA122.' I HAI322, TH k3522 THA1422 13 THAL422, THAR42n 14 THJA213, L"HiAkG, _I HMA 15 TI-1.)MI 4SDS:3. THJM2-5WS3, THJL 12,9 Ti�.E -;it W .1 1 SEIR2-24 17 VPA2. VPA25 VPA2 VPA35 V-044 18 VrCR Simpson Strong -Tie 2020 FBC Approved Products For dwl Irks 1, to �:St 1-f1% kiaeo trelow 9k19E_1!9Ft9 For *Jd0ram-111- �`,, .1111r,11 F1.18.1,710 PI.M.1 I rAWN-01i C01,111tiff"10i Or W'A) CLICK HER FL#11 04WR5 JW Productlalocial Numbero-Narne Prodw;t Description I ET, 01 Ll ST H Brick t knot 2 rN,[,STl2 CMST14, CMSTC16 Coiled Stiaps I C514. 3 CS1 8. CS20, CS22 Coiled Straps 4 CSHP 1 -1, !" ,31 . r 25 Coiled Straps 5 C 7 `21 CompressiorviTentroin P� 7SP Still of to Plate tin 1-1. 11110A, H2.5A. H3. HU, iAlu 1152, HlS-2S Hurricane two, HGT-2, HGT 3, HGT 4 Heavy ili,ew Texiciven P H$24 Homi,coroor ' , 10 HSS2-SDSl S. W�i�-: ��S,1-3.SDS3, H$S4-SlEo,';�t Hof�..,y -tid Shoo 11 HST2 HST I I 1,S I t , i,': i � Straps 12 117SW. 1-11",, 1:', HIS24, HTS28. HTS30. HTS30C. Hpavy Twat Strap 13 HI i(11,31( � Z riTSQ2OKTZ Heavy Twist Stur 14 IF' \ Light Floor Te P,, icnor 15 1 S I A9 LSTAI 2 LsrA'�� IS I A- 9,, 6 1 A21 LSTA24, LSTA30, I K I Iri-C Stlrillgl�' 16 t S1, 149, LSTI13 s1roll'- strairs 17 1 111110, L T(34C GKIgmi; 18 LT1;1,1 � T�Slc I �ilri � I S;,>C I ght fivw strap 19 MCI T lilocitim Corder Toodown 20 M.1;7:7. V1,;T.`i7 1�,;70 MISTel) MST72 s7air,,-t Straps MSiAlir M�Aok ' i MSTA16 MSTAl 8. MSTA21 MKI'A30. MS7A36. MSTA49 ".alght Straps MSTC28 MbTC40. li MSTC66. M:� bijaight Straps MSTCAtIRS. MSTC86133 Pre -sent StlaP5 2-1 NIST122C MSTE48, MS7160, Mbil U2 1_�Tariglrt Straps 25 MTS12 IATS18 MTSX M`rS24C, NITS-C. fV-,`;_-XoC, lviodkim Twist Strap 25 NCA2XlC: 14 'IGA2Al2-12, NCA2x8-l0,NCA2ji K, 'b L:olql�.q 27 RCVv'al2, RCWTI'41 vlmh Fu. - L 0,ri 26 RPS18. Rlb��121 Repair E- atia p. 29 RSP4 Stud to Pl;rr, �7.vinrrcror 30 SP1. SPZ Stoil - 11�tp re 31 SPH4 SVlki I 0,;-y Slid Plate Te 32 ��l SS4.5 ',wd,:;hoe , " ., -;T, It 6.1 5 6224, AS :, 1 6 f 12_9 118 b-1722, ST7912. ST212i ' I ST ST6�- Straight Straps :,4 i,7120, 1827, TB30 T636 TPA? '1141; lli�A, T PWIA� UB60 Torsion Bridging 'IS 7WB10 7,�p,,j Was karl"I '36 WIT �'�-.T[j %, "All. P,Ict, Gilder Twiclown W8106C. W15126, wel'Ar, Ar-1 rl". Wall Scocing Product Do-,iictriptlan I C8112 `.7,3 9, CPH2 37X7 63. CBH2 374 7xi Adjustsot"iii, I 1.:t)nnecttjr L)U, DHLI, U, I J: F series hangers Cfag Gable Ui.s t ' Lit rmt:�, Hip Ccrnoi l, Ale Heavy Hip to Ridge I CC �;Ds I F,A N %P ir�%; hangers Hip Ridge Co,inec!,,, Rafter Hanger I ):,, Hti(� 1_11, 5CSDS, H HGU5 62-1-01i. H H, I,' ��Gl 2"DS, Light Slzpe4h4etL4,f � ii;it- Hanger F��uio Ji) j*� Truss Flaostin,1 -wiareer I H�,iJS'26-7 Hi-US2110-2, HHUIS46, HHU:S,le 50110 Truss Clip li—s" --ld'A Adjustarin HSIJR, "SUI -,�, Oh', H, 11 series hangers rituals, Hanger Sized for I-Jontil. Skevved Truss Hanger Multiple T("s Ela,liiiiis iI1J28,HTU21C,li lh,,tij! v llr,wss Hangers 9 HIJ, HUC series hange,s, 'mv. Spacer-Restratint Variable Pitch Connectors, Valley Tiuss Clip HU001 6lJg-SDS. HUECCI 8 1 I'l S7).`, I RJC-,:r2i0-2-SOS, HUCO210-3-SOS, H1j,_Y) SOS, HUCC410 SrDS. 111`1,�, Hocos 2"-SOS, HUCQ5 2sli 1 qn"!!; 111 SOS, HUCC612 Simpson Strong -Tie 2020 FBC Approved Products For dired Inks loall SW awrovigi, Woo is(ry ', � I'Ilt!i�L For arldiponshnformitior iogarding I ImJa a L;L@t**xle Predict Approval Syslarn and Marni-Clads County liou.it 01 A,".1lictance (1,10A), CLICK HERE, FLX1 149540 JgLif Product loilkidel- Number or Nations Product Description I HHi Iq ' �10 3 HHUES210-4 Joist Hanger I iRS6, HRS5. HRS1 .1 'Sliap mb 3 HUCQ210-_'-Sr)*.-,, lli,CC,�10 I S:)S. VIUCQ31G-SDS I langel 4 THC.L?2 lllI(:C3,THGEEH2,THGBH3,THGBH4 Joist Hanger 5 7HGQ2-SDS3,THGQ3-S0S4 5, THGQH2_SDS3. THGCII.`i,.qD.1�4 S TE4GQH4 17;�A Joist Hangei ou THGW3-3, THGWS-4, THGIAI THGW4.4 Joist Harligoorri FL#11473-R$ Ang Product Descinction 1 DETAL20 Double Embedded Truss At i 2 FGTR F;rY;IHL.FGTRHR Color Ristront A,vr,,r 3 1,16� '1115S 14'e-2 H16-2S Hum-anp ',, 4 Hk�T At), HFTA16. HET A-10 Fnitrnridm. Tij,,sArrht)r b HE I Al 1.1 illt-TAL16 -0 1 A�.X I Li-?jdec TrussAnch�or 6 HC h M 11). HMO Masonry retrofit connections jlilt�TAJC HHETA20 HHETA24,HFIETA40 Heavy Embedded Truss AnOic, 10 T2. LGT3.SDS2 5, LGT4-SDS3 Collar Tosdown 9 ITA2 Lateral I0 .:1 MF7Al2, META16. META118. MEJA20, META24 META41, Embedde, .1 MSTAM24. MISTAN136. MSTCM40, MITT`-1060 _R#ap Tit! f,,, ii 12 VISM1145, WSII HTSM16 H7 1,102� wiv tor Masonly FLM 114961 Inj Product Modej. Nu nor bor or Narne Product Description I C"TIZ Clock Tension Tie HD1,2 H019 Bolted Holdowns 3 HCE38, HD58, HD7B, H098 Boiled Hoklaarns 4 H7T4. FITTS, FITTS-31,11 Ters;or Ties 6 LTT19, LTT20B, _TTI31 Light Tension Ties FAAM 3628- RO 4dMJ Prod uct Model, N u na ber or Nations Product Description I SB518x 24, S8718.24, SRI x3C SIB Anchor Botts 2 SST816, SST820. SST524, SSTEL23, SST834, SSTBX W81 6L. SSI b2t)L, SSTB Anchor Bots SST328L FILM 3M-M sea X Product Moffat, Notion bor or Name, I CIOST12 CMST14 Cill'i CS14 (7�Slol, CSIA 2 HRS6 HRS8 HRS12, F HAB F HAP, � - - A I'). I It A I A f HA..4 F fA,10, MS712S. MST136, MS1148 MSlIOA) M81 ,;, ��msiv. simsi-37, btMST48 111 �16, I I I S20, HTS24, R1 S28. FITS30, HTS30C 4 LSTA30,LSTA30,LSrrl4g,LST173,MSTAg.MSTA12.M,7AI!,,M.1-ITAIL� vISTA'11,MSTA24 .5 LSTAO. LSTA12 LSTA15, LSTA19. LSTA21 LSTA24. STZV2 S212" , 11 1 ,72215 0 LS1.11811-11125 SURH3 21, MSUBH1 :Ift 7 LTP5 [T.,11.1 i T,11A L-Sillit. �T,,X MS70,30, MSTAX ST6215, STe224, STO. Sri 2. STI 8, ST22, MSTC28. 1AS Ti7_4C M5 � C�,� 10 NST088, MSTC78. ST6236 11 UTS12 VTSl1!i VITS18 MTS20 MTS10, MTS24C, MT5i3:`)C 12 SlIll �,C. WV1 0, �WBZ.06, 5,B2.J(, '.�IW. * �rifU2 Oki,,_�'Lt3 12. !�� 56, SIB3.52, SIB4 06, 5113-1 1.". WLJ4 ��. SA34.75. S�W,51) 13 SILA-1 '21ti. �W!3411,2.12110 Solli 12/12 L�IUA2 11-11-1. LW044,lelti 'WIJ�A,1.1811C, 5ibA4 tVBA4 18114 14 is I&OAS. 1VHO8e_Q"1CS: S(HDIOG S/HDISS, 13017)"n IS SfHDL)4, SON", S�Fsl 5,�HL)1,11 1 17 SJJCT, S`HJCT Product lrl#�,iripflon Ztl.lp� P 4 ('. ga) Heavy Twat Straps Straps 43 rnil (I e 9 a) Strap 33 itif 2C Wj� R;dqi"il , li. I_Atoiri.ii latllj�e I g 41 7%w%t Straps, Shape 54 Trill (10 g a) Straps 68 mil (14 gs� Mediurri Straps TopF4i,ge,oistfI)rje-. lop Fiange i 3rpe,s Hurricane 1,o Holidowns Holdovvr,,s Jc,5t I anij�.;-, Product Dowillpillon !'.onrealedl hangers I ;A,.* mount (DU, CHU) 3nd lop'l.wport lL)�-it.111`) hangers availlable in widths ranging Poor 1 :)i 34)1 and heights ranging frorrog-1/8" Face -mount hangers �arr�rnounlr hangers availatilie, or, wrttn% ranging from 1-518* to 7- s0'iod hirghts ranging trorn �,-�dl i.' to �Z 7ib" Farr,-mool hangers Facir-ri hargers Ske,Arn lilcri-i-curt hangers available in vv�rr6� from 3. 1!19"to�i'iP ird noighlisrainging from 4 3,14'fr, Concv-i�-o tiavge version (HSURC, HSt)I.C:l avdildufe for air �io�Ns 2X and 4Xincidelt; only ArOp iiaogio is conooksled F ace-mourlt hangers Face�mount hari ;iv"ifable inwidths ranging from I r/103" to 7- 1�7' A-d r, ghtm ranging from 2-7AT'to lo�1141* Concealed flange 4eon �Hdk:) sveNableforall modroK ha-lig width actual to or 0�.ater than 2-9/16" Face -mount hangers MrV " Simpson Strong -Tie 2020 FBC Approved Products updated 12rQW20 !iLRL or addritionol information regarding � I-AJa',Aatew%:# Predict Approval &,strom all J Nlvi�r L ri;e mny Nows, ofACCoptenCir (1140A) _40_iii�i SILBV1 56, SILSV1 81. SILSV-7 CC V SILBV256, SALBV2.68 Sit-bVi 1-1, Top Flange Jost Han;,t SfLBV3.56, SILBV3 62 EA PV4 (1t: �;,[ hV4 12, SfLBV4 28 EA BW Si,! -,U ,I? SiLTT20. FAIL)TT2Z �;OiFlll, -1' 4 H175 Holdowns 20 SfMSTM. Sli Stialp, , 1�1, rr ga) 21 tl'41 ��L'A j lite I Won _�r, OSP, 7SP Swil Plato Ties STC, OTC TrusisCitip 24 TBD22 Tni� 7,,1 I",agoral 25 TJC37 F%Ut�, -ack Connector FL*13904-R5 Ida I CCQQNWn 2-SDSH0G,CCCM48?Sl).SE0; (;C;QM550.SDSHr)G,CCTOM367S�',�;�.; CCTQM4 82-SOSO CC70?,45 5c �CCQfiln 62-SOSG� CCCQM4 62-Sr)SG CCCOMI5 50_SOSG 2 KA 'I QM3.62G40, EoC.C! :1614 6:'.,-K'. OM5.50G-KT, ECCLl_0M1XiV- .1i, i L�_i,L,,JMD4 02G-KT. L,;C LLUML�, 0.� KI L-CCLRQME)3,62G-KT, ECCLRCV�m KI �CXXRQMD550G-KF HGUIME5 25 HGUMS 50, HIG(Jr? ' '(7 14';. M�25. H13LIMO 00 4 LGUM2&-2,LGUM.`t-*i lo�,M,'6-4 !GIJM28.2.l_GL)Ni LGEJM210 3 1 CUM�A:: 4 .,;U'�W LGUM48 LGUIM410 5 M8HA3l2JO25,t,1L-.-,^i% ",IAPHA3.5W25,MBHA3,,-.4)i'4-",,VbHi,:'- MBHA35611188 MRHA-,e,�'4 V;ir,A35ffjl0,M8HA356M8 MIBHAStk)11�Y. 141HAS-50192t ME!' ;;t,MSHA5.5011188 M8tIA)n:)'14 1�ijliA�'�'�'11,1, NHHAS'50110 6 MEOW56ar"14, 1AP10550118 FL#13975-Ri Seg of Product Model, Number w Natne I SD'41223(.-� 5"J22,138, SOW22435, SDW22458 SL1WZZL,(.IU 1,L:'i1VZZo5C1U, SL)W226W Sri .1.1 : � -�4 2 SD.,.%:: 1 S450. SOVVC: I 580cl 3 ��Lt.VH1V6EXDB,SDWH198WUR 4 '0�r,1127400G SDVVEI�1;WA_v z;,11 SDWH27l00CIG,S[YAH2.'1X"o 5 SLAVtA02112. SDWS16300, SL)V1j'6'LQ'_' ::LWASIG400 e SDWSl9i!IE7!�. S()V6tS1971Z SOVVS22400,SDIiVS.V4)E: SE-YO/S22512 SOWS22OW SOWS2:i8t'(7)� SDNS221OW, S7VVS22! *17-0 �;DWSZ71;00, SOWS221500 7 SDW1-,2",1:Jv0l)H SUVVS2240008 SE;VVSZ)1IrCM,H SOWSZ2800DR, SDVV'8'.1'(`J0,')liR a 5DWS22:1 1, 1)!Atil SDVVS22612DBB 9 SDWS2�,i(:(!!,,, SJVVS2?400SS, SIDWS275CO&S 'n,)vv�. S:),A1S2/800SS. i:�KiS Sf)'vVS2712ODSS to 14iff, 1'. ',-TW- FI Al 5363-1113 Product MQdel. Numberor Name - '. ', z. ".:; � AS I OSO 2J, AS.2C 4 ASHP FL#1 5730-R4 4jMg Product Model. Numbi Name I ET HP 2 GAC, GDP. GDPIM-50, CL)PI.1 71, 1.� _V 'Q�, `.;UPS, GW-60, GW-75, GW-100, C TH 3 PDPA. POPA-K, PDPA W, P7',P.%7 Pr.PAT K, PINW, PINI PINwl PDPA,,N� PDPAWL MC, Pi;V1 -7, K. P:�I riPA, PECLDIPA, PTRHAI, PTR1iA4 4 Sri 51-1 Product Description Masonry PC( Caps Masonry Pier Cap.-, Heavy Mason,y H.lwjt�[, Masorliv Wp;irir Flw-gArs Mabvri� Urtini Hinginis Product; Description Stroup Zir� e EOW LWP.PLY and TRU55 PLY �icieeoo, Strong Drive SOWC TRUSS uIlroing-Drivia SE)WHE I lrditei:k Ht�X, t;crevv Strong -Olive SDWH il(,`Hf R 1-iir X I I �;Li Screw $7orp-Drive, SOWS FRAM1W'_' $crovv .,'j or v r, SDWI .3 TIN413ER Screw (Intrenoi titiov, ';1l TIMBER Screw(Firtenor ;,icci .1 i It vp. Cutd,; A:.liews SEFLICtUnIlWOK)d Screw ST -)r , r, I)AI, orp- S �:MBER SS Screw Sb,v 2 it �J)W,! SICLE-TO-RiM Screw Aciroiyt% Hex -Head Washer Pm(lu<.l Description 18 gbk T, r... - Z) ij�, lijl- s,,00rgv) T ruoi Plate �," E Eia T,,gs Plate I long@ Plate Con necloof Product Description "b"e.W_'e Anchor far concrete Ils 3ctuated fasteners and assemblies Povi,ider-actualed fasteners threaded stul% j,tc "iemblies Adhesive Anchor Error cancirmte a) co CU (D > 2 EM= Simpson Strong -Tie 2020 FBC Approved Products Uprooted 12460=0 (D CL 2 For dher, links to all F-SI Nnorovali, listed below, CLICK HER (D CL For Additional infol!ro,w poilijoraing roixida's istaknalds Pribi Approval *pIvni anu fAvins4Xoto, County 14013ft (It Auwp?fince (1,10,1110. CU (D i I HUS HOSC stirej, hangers Face -mount hangers available in widths ranging from =3 -cu U) 1 916" and heights ranging from 4_131116"ID 11" Concespood floonge (D -0 version (HUSC) available tor modialis hervorog width equalto or ii�eater then 3-W16" C= 2 12 IUS souies hatgris race-orrount hangers roviodable i,i widths ranging from 11-7/8"llo, 3. 0 CL C: W8"and heightsiariging fororrig-114"tolff' 13 Lr-,IJ3 25.SDS, LGU!3 &-�.SDS. LGUA S�,S Face -mount hang eri; = - — 0 LL 0 — %4.- M 14 LL124, LUE28, LU28, LU21C Face-rinourit hangers M C) > 15 LUC21l LLIC21102 Facri-liri hangers 0 E 0 10 LUS set** hangers Face, mount hangers evai" in wdrfts ranging from 111-91fl(I'llo 4- QD &8" and *,ghljoi ranging from 3" to 10-1 Silill" 05 CU 17 MG1l SU$, 41(�EJU.226�SDS, MGM.60-SCIS, MGIJ542-505, SLS Face mount harrogers CU -4-P is MIU stores lisingers Pacirtmount hangers available in wriths ranging from 11-911IT'llso, U) < 118" and rangtrift ranging from e i wwtjo, 19-1,7. io MUS26 MUS21". Fare-niount hangeors 201 S()R 8LJL SURC.SULCisereshangers. Skewed face -mount hangers available in widths rariging Irom 9118" to 3-9/16'and lie," ranging from 3-1/1 ff'to 13 314" Concealed flange version (SURC, SULQ avisdable for all doubA 2X and 4X., s; only acute filings is collosailled. lrerxe�jonount hangetsovaAable in wdft ranging from ir gJl&'jo Wand holghts rainglorg from 2.5,18"lo, I I-IIW' Ft M 0667-FtEll At" Product Description I U4 tows tiongers Top flange hatingois oviAftb4 in widths ranging Tom 1 Wl V to 7- 118" and heights ranging from 7-1116' to 3CO' 2 LIQUI` series hangers Top floingo harrigoins available in itioldths ranging from 3 LdVto I. 110" and heights ranging from 0-1 14"loo 24" 3 L�,F series haingtors Top flange hangars avattablo in vAdths ranging from I lrZ's:3� M" and heights nionging from 7-114" to 24' 4 CEGHF series hangers Top flange hargers available in widths ranging from 1 -WW'to 3, 5M indneightsgangingfrorrig1lot'lo2oll' 5 EG5. EG7, EGO series hangers Top range hattgool available onvivothro ranging from 5-114'to S. 01,T and heights ranging fro, I I'loo 32-107' 6 FGQ sort#% nAngers, I op flange herigers availlarbin in wdths ranging from 1-fifEr'lo 7 114" and heights iinlipill from 1 I-IIN'loo 32" hangers GLS Sadde Ipaiiiiijors available in woriths tariging from 3-lX'tcj 6�71lr ald teghts nanging from 6-l!7' to 2W'. 8 CLTV sales oirOen, I op harogre, histriCerris available in vvidths ranging from 3-114"tio I- '13 and heights ranging tion, 1 I'to 32" 9 He iiiialroviii lialigivill, I up flange hangers available in wilths ranging from 1-9111Y W 7 10" and heights ranging from, 8" to 3001 10 HrLS svi" ranger, triaddle, hangers arvailabillow milths ranging from 5-114" to 8 and heights ranging from I 0-1rT to 29' W-31. I sores hangers, Top filings harginis available in widthis ranging room 3 114"lo 8- 7/8" and heights ranging from 7-irr to 32" 12 Iffill TV %enes hangers Top flange hari avaltable in widthis ranging from I `4�'lo 7. 1/8" and heights ranging from 14"llic 33' 13 HIT seoes, tiafigers Top liange hangers available in widths ranging from N16 lic 3 918"and heights ranging from 1Wto 26' 14 HUSTF seric% hangers I op flange joist hangers available in wdft ranging from 3 1/8" tv 3-9118'and heights ranging from 5.3V to 13-118" is HUTF seneshargeons Top flange heongens ava.kkle in widths ranging loom 1 911tY to5- 1/2" and heights rangog from 3-7j"Iff'loo 15' Concraledflarge versm (HLJCT�) ova,laitis for all models ri&jing width equal to or greater than 2 10116' 18 HWP series hangers Top hiing@ raingrarris available in vvidthov ranging from 14iorls"loo 7- 118" And heights ranging from 5.148" to 26' 11 HWPH serri, hingers Top flange hangers available in widths ranging from 1 911)5' to 7- ItZ' and heighb, iwitilmij from 54W to 37' 18 ITS series hangers Top flanijort- Nangeon; available in writi ranging from 1-9110r'lio, 3� .0' end heights ranging from O-1,Vto 16' I D JIB series hang ris Top fange hangers available in width of 1.911V'2nd heights ranging from 5,W- to 7.14' 2.0 JBA series harigers Top flange hangers ava,4obfir in width of 11-9118"and heighm ranging fronnig-3/16'tc, 11 118" r Simpson Strong -Tie 2020 FBC Approved Products Updated I �','W2020 For dkoi Inkv to all S Sillf approvals Isled below. C L I C K H E R E. ror ficlions, riformation frogandift Floside's Statewide Plodolici-Apurwa I Systoorn And Marn-Elade '-Witly Notice d Arzoptanice �1,10A; "QL=. 5 50 XJI Adhesive Anchor for vonotai 6 ',It ang. Roil 2 (ST82. STB2.4SS, !4T W -ilISS Sorong-Sch � Wedgri Anchor for conctriiii available in carbon steel and Types 304 and 316 sholiniess, steal 7 TlIojjHD(THC-H THf)HMC,,T)ID-ki4SS,THI).HSSSTHI),-^S.THr�-r-qBSS� Tirpro , ED Heavy Duty Screw An0or for concrele and matronly available with box head In carbon steel and Types 304 ari<1 5 Irs stainless a", or with countersunk hesid in carbon steel wid Type 316 shol %,t-e 8 Trion HO Rod Coupler frHD37e34RC. Tf4D4S0q34RC) Tiben HD TrifeAri Rod Coupler foe rom:nro, t, Ton HO Threaded Rod Hangs, (I 14Llb _lb8RH, THDB3715aRH, THU37212RH Town HID I rreaded Rod Hollinger too vorciers, TH050234RH. TH01 0,212Ri, 4� 10 Wedge -All (WA) Violodge All Anchor for masonry FIL1111016230-RO AT XP ET _NP 3 S ET - X P 4 Strong -Bolt 2 (',1 hl..Ii� 5 Titen 2 �(TI N2� 6 Trial HD (THG-H4:4S, THL),.HSSS. THD-CSSSS) 7 Tite,i %,ptr, (T1,47) FLNI$93?-R3 Anfi Product Model. Number or Nam I X348l01"KX1Sl01l6.X1B10lajlK X0181018�XQ181016-,IK 2 )(1-0114T1224. X1_01141`1�24..K 3 XV10114SI224, XMQl 14A`12�'4-2K 4 X0114SI _1)4 X(.Al481224-2.5K X114SI224, X0112S1224 XQl 12ul-224 2K 5 AU3461016, X1.134LI-10W LK FLAW3204lbi 111111111A Product Model. Number orXM 1 DSSCB43.5 USSCH40. rSSCBA8, DSHS 2 FCB43.5. FCB45 5. K:HA I i. FC849 5, FC8411.5 I FPHSO34SlCId. F PHSD34BI018, FPHSD34EI1018-5K FPHSD34Sl,:! 4. FPl4SD3ABl.'?l4. FIPHSW4Frl2l4-5K 4 LSFC7 25. t GFC4 25. LSFC6.25, SFC2 25. SFC4 25. SFC.6 2r, 6 LSSC4 26, LSSOS 25. SSC2.25� SSC4 25 ssu 2�, MvSC2 25. MSSC4.25 MSSCS 25 MSSC4.25KW. Mi 26KW 6 RCKW3, R CKW5 5. R CK%?i !-. 14C KW3F, RCKW5 SS 7 SCS43 5, SCR455, q(.Fpt7 5, CK'640 5. SCS411 5. M9CB45.5. MSCR47 7) 8 SCS32-EV97 SC S62 5197. SCS015fl 18, SCS82-61118 To SCW3 �1� S(_.W11 I-S 10 bJC8 -!> SX10.25, MSJC8-25. MSJC-10.25 11 SSI�1 51 a 12 XLSH34B1414,XLSHT8B1414 ..I XQ1Sl0l8,XQlBl0l84K X7JIS,12114 XQIB1214-35K,X078Sl224,XQ76Fil�,,74!K, XCA14S1224,XQ1l481224:,K X�.112SI224.XQ11291224.2K.)C3461-�165K X1SI016,XlB1O16-4K,XlS12l4 XIB1214-35K EMdW12UfiW= AT-XP High Strenglir, Acrylic Adhesive lo, ct)t,,.,ctc 0! masonry ET.HP Epoxy Aoriesive, for orriesonry SET XP E iOh Strength Epoxy Achmove for masonry I .Morg-Boft 2 Wedge Anchor for,linasonly T ren 2 Screw Anchor lot Concrete Twin HD HeSvy4)utV Screw Anchor for concrete available in 3C4 o, 316 stainless steelvordin h" Need, and 316 stainless steel wrtri countersunk head Than Turbo Screw Anchor for concrete or masci Product Description #10-16 Strong-L`)nve X Mistall $064DcilkV. Topping Screws vft 403 DIM Posit #12-24 Strong-Orive XL Lairger-Hisaid Metal Solf-Drilling, Tapping Wevois with X6 Dioll Point and Large DAtErAINN Hex WOOOF Head #12-24 Strang -Drive XM Modium-Head Metal Sol -Drilling, Tapping Screws. with #6 0101 Point and Madium Dialmorter Hex #12 24 Stsibrig-Drive, X Metal Selt-Ortlong. Troppmg Scrahoos witin 06 Ellis Point #1Q-lb!Strorg-Driv0XU Waal Sol Urilloorol;; TappingSorewtvath Ali Drill Point Product Dissichation Bypass F,amng Drift Strut Connector Bypass �rjsminq Fixed -Clop Connector A 10, 16 and 012-14 Siriong-Cinve FPF80 Framing4o.CFS Self- Dforr.g. Tapping Screws ,,'iml Framing oCcirtneMir Stool Stroad Connectors Rigid KnoeWall Connector Byposs Fiat ing Slidei Connector Birposs Framing Con necibir H.will-of-Wall Slicle-Clip Conrimu)i Slool Joist Connecloirs Bypass Framing Slide-Chp Strut Connector #14-14 Strong Orive XLSH Shouldered Soll DrilErng, Tapping Scraws *10-116 91 � 14 and All 2-24 Strong-DiNt, X Metal Self-Dirilling, Tapping Got— OCT 18 Z8ZZ V_ /\ Virtual Review Assist, Inc. Plans Review completed and approvi for compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 (D E C_ (D ICU > 0 > L CL 0 CL s< 0 0 L_ Cl) ICU CC W < __J 0- SHEET NO. PA 1.2 MIAHO SMAM-DADECOINr.' PRODUCTCONTROL SECrION PGT Indusnits. Inc. PGT Indw ti ie,. Inc. 111:05 sr.'_'d SISK Rom 2201 NOTICE OF ACCEPTANCE: EVIDENCE �UBMT17TED DEPARTUONTOF REGULATORYANDECONOWC RESOMCES (RER) Mumz� Florida 3317�-_'-;74 BOARDANDCODE ADMMSTRATION DINISION NOTIC E Of ACCEPTA_NCE: EN7EDEN( E SUBMITTED NOTICE OF ACCT HANCE (NNOA) 1. Evidence submitted undei pre,%Ious NOA A. D FLA.'" - E; G', B. TE�TS(conduued) PGT 1ndusu*s, Inc. 1070 lechnololp- Ditre, 1. Mantifactures die drawingsaild sections. Test report on 11 �, Air Infiltration Te�t. per FBC. TAS 202-914 .e -North V nice. FL34275 iSubmined nuderNOANo. 11-010' 04) -1) Uniform Sratic.-kir Pressure Test per FBC. TAS _202-94 SCOPE' 21. Drawing No. M]E);; 70.0. titled "Vinvi Shduig Glass DoorNOA (LNIY'. sheets! 3) Water Resii�tance Test. per FBC. TA S 202-94. Ibit. NOA is being issued under the apphcable rtile,, and fegulations goverumg the use of construction materials. The through 21 of 21. prepared bym2nufact-wer. dated 10:0-;,I� -xithrmsionAdited 4) Large Nlissile Impact Test per FBC. TAS 1-01-94 docutumiationsubinitted has beente%iewed aW accepted bybfiami-Dade C',mutyRER-firoduct Cowrol Sectkmto 0+05,17. signed and sealed by A. Umn Miller- RE. 5) Cvchc Wiad Pmstire Loadi�ig pa FBC, TAS 203-94 beusedwNfiamiDade C county and other areas where allowed by the Authority Having Jumckc uon (AHI) 6 Forced Entry Test � per FBC, TAS -10-1-04 ns-, NOA shall not be,, did after the expa-etwo date stated below The Nduuni-Dade Couan-NodwtControl cec". B. TIESTS along with markt(I -iip dfawings and in�i iWarriou diagram of vaivi sliding gLa-�.� door, prepared (In Nhmu Dade Counr.,) an*orthe AHJ (in arms odier than Niianu Dade County) re-, e: -,-e the right to have vbv. I Test report on 1) Uniform Static A ir Pre5swe Test pet FBC_ TAS 202-94 bv Fenestration Te�ting Lab- Inc.- Test Report No- FTL 8549. dated I I fM I --,.signed and product osmaleri3l Ititedfor quality asmarancepulposes. If this product ormateriaJ fmh to pedbimin the accepted I -)LxgeMissdeltiipactTe.stperFB�- TAS201-94 sealed bv Idaluu, )rtega. P� E. je,,i rep ort revised on 12 U4, I.; and 021-- 11 16.) manner. the mamdacrurer will tocur the expettse of such te ving and the AHJ may munedisetyrevoke . modify. or 3) Cyclic Wind Pre-isitre Loading M FBC. TAS 203-P4 6- Test"repon on Air Infiltration Te�,t per FBC. TAS 202-94 ,uspend the u �.e of such product or material within their jut isdiction- fails along with marked -up dn, wings and installation diagrain of %�qyl sliduw aLass door. pmpW. Utliforin Static Ar Pressure Test pei FBC. TAS 20-1-94 ial acceptance.1 -i is deterauned by Xhanii-Dade CountyProduct Contrd Section that this product ormater 4. o t meetdie tequirements o f!he apphcabk budding code. bY-FentstrationTesting- Lab. Inc.. Test Report'No, FTL 8717. dated !0715, signed xid 3)Watef Resisinice rest, per FBC, TAS 202-94, This pi oduct is approved as describedhemin and bit. been dm*ed to comply with dieFlori&BuilduqC�ode, sealed byldalmis Ortega. P.E. (Test r"rt fevised on021516 wid02,24,16) 4) Large bdissile Impact Test pet FBC. TAS 201-94 mcludingthe High Velocity Hut ricam Zorke 1, Test report on 1).Air Infiltntion Te--�t . per FBC. TAS 202-P4 i) Cyclic Wind Presaire Loadiniz pet FBC. TAS 20-94 DEscRnrno'.\: Series`55-0'2 770-Vinyl SlkVng Glass Dow (Reinforced) whi-o 909& 1360 corners-L-M.I. 2) Uniform Static Air Presstue Test, pet FBC, TAS 202-9-4 '102-94 along witb niirked-up drawings md installation fti-er.-ar. ofAnyl sliding glus door. prep.,nd APPROVAL DOCUME' NT: Drawing No"SED-5570.0 Rev B, tided "ViwA Sliding Giass DoorNOA -Ax-em 3) Water Reststance Test, per FBC. TAS b-�- Feneciration Testing Lab, Inc.. Test Rrporr No, FIL 8552. dated 12�041'15. signed md 1 through 21 of 2 1. prepatedby mannflacturet. dated I 0io5d 5 and last revised on 02101121. signed and sealed by 4) Large Missile Imp2ct Test per FBC. TAS 10 1-94 s�aled bv Idahnis Ortega, P. E. (Test rep ort revised on 0-1 1 � 20 16) A. Lvrin Miller. P-E.. bearin' g theMarm-Dade CountyProduct Coutrol Reiisionstamp with the Notice of 5) Cyclic Wind P�rs aire Loading per FB C. TAS 203-94 7. Test repon on 1) Uniform Static Air Pressure Tes I. per FBC. TAS 202-94 Acceptance number arict expiation do" by theNtiami-Dode County ProductControlSectioa 6) Forced Entry Test, per FBC, RS 202-94 2) LafRe !,4Lssile Impact Test per FBC, TAS 201-1,44 Iffissus WACT Ram. LarV and Sm:il1A_htsil#ImpctR#siVAnt along wahniariced-up, dnwuags and installation diagram ofxrinvl sliding glass door. prepared 3) Cvchc Wind Pmsure Loadingper FBC. TAS 203-94 by F ration Te..�tmg Lab. Inc, Test Report No. FTL 9546. clated 11;0615, signed and along mthmarked-up &awmp and mstallation. diagram of %-wvl shding gbss dom, prepared Limitations: I , See table I (sheet:) and table 2 (sheet§) fbrapplicable SGD unit sum. design pre.sures, retaftircements t�pe.,.i. sealed by Idalm Ortega. P E� (Test report revised on 0104 16 and 0,211,20161) by fenestrinon Te&ring Lab. ln,� Test Rrport No FTL 6638 (iample-, A- I thm A-21-1)_ dated glass types. sill fiser(see tables B-1 & B-2. shem 7 -8) and awltor layout %beets requiremients in I I thru 16 3. Test report on 1) Air Iriffltratton Tesa. per FBC. TA� 202-94 11 19 10 siened and sealed 1:�y Jorge A. Causo. P E � �ubndrfed under.VOAA70. ]I - 2. Rigid Wbte PVC Tan (Non-wbite) ILpd PVC and Brown coated (Paused or lamitiated) white R--pd PVC to be 2) Unifonn Static Air Pressure Test. per FBC. TAS 202-04 labeled per referewed NOA*Y, requiresimits, -.9 Water Resistance Test pet FBC. TAS 202-94 8 Test report or, 1) Ar Infiltration Te,�t. per FBC. TAS " o -, -94 3 3 . Egress operable doom mud complywith min clear wt&h or he*ht per FBC requumient, as applicable. 4) Large Missile Impact Te�a per FBC. TA S "0 1 -94 2) Uniforin St aric Air Pressure Te�,t. per FBC. TA S '02-94 - 4. Pocket wall,� under iseparate ippmal. to be revieuvdby Building official 5) Cyclic Wind Presqwe Loading per FBC. TAS 203-94 3) Witer Rvaoance Test Iv.i FBC, TAS 20-1-94 LABELING. Eachuat shall beara permanent label with the matzifamuer's name orlopo, city. state andseries and 6) Forced Enin- Test � per FBC. TA � _"02-94 41 Large Missile Impici Test per FBC. TAS 201-94 following statement: "Niiazzu-Dade Counry Product Control Approved". noted herein. along with madoed-up draivings and insta&tion d iagr= of -,inyl sliding gbss door. prepared CvchcW'tnd Pres�uie Loadingper FBC . TAS 203-N RENEN%'.%Lof thisNOA thallbe com-sideredafterarenewal application has been ffiedand there ha% beenno bv Fenestration Testing Lab. Inc., Test ReportNo. FTL 85477. dated 121-04 1 f.signed and Forced Entry Te st. per FBC, TAS 202-94 changein the applicable budding code negativeh- affecting the pedbanance of this prMuct sealed by Idalmis Ortega. P E. (Test report revi�ed on 02,'154 6) alone with marked -tip drawings and insta lb! ion d iagram of %inyl 4.4iding glass dooi. prepared TEK%fV;ATI0N- of this NOA will occur aflet the expiation dateor if thete ha-, beea a rexision or change in the 4. Test report on bfiltration Tev. per FBC. TAS 202-P4 bv F-enestration TL-.t:jig Lab, Inc.. Test Rqlor,� No- FTL6337 (simples A-1 thru A-5) dated materiah, use, and/or maratfac: ture of the product or process. Nfisue of this NOA a -s an eudovsemeat of any product. 2) Uniform Static Air Pressure Test. per FB( TAS 202-94 12,06,10. signed arKI ;..-ealed by Jorge A. Cau�,o. P. E. (Sithydifed nuderNOAAo. 11- forsales. adverfising or atry other puqmes shall automaticallytermitiate tbis NOA. Failure to, con3plywith any 1 3) Water R mtance Test. per FBC. TAS -10-1-04 010 IW 091 section of this NOA shall because fcc terniiiiation and rem -al ofNOA. 4) Large Missile InV ict Tea per FBC. TA S 201-94 ADVERTISE MEN-r: The NOA nuaberpreceded by the words \-fiarni-Dade Cotinty. Florida. and followed bythe 5) 0,clic Wind Pressure Loading per FBC TAS203-94 C. CALC I-LATIONS expiration date maybe displayed in advertising literature. If anypottionof the NOAis displayed. thenit shallbe 6) F6rced Entry Test MFBC,14,S20_1-P4 1, Anchor verification c alc ulations and structun I analysis. con4)1, u it FB ig w h C-2014, '��igued done in It,, entirety. along with marked -up, drawings and uistallation. diagram of vinyl slidingglis., dcw_)r. prepared prepared by PGT d ated 11091 5and La-,t i evised on 02.15 16. and sealed by LNSTECTION: A copy of this enti:reNOA Qzll beproiided to the user bv the masiufactum or its distributors ind by Fenestration Testing Lab. Inc Test Report No. FTL 8548. dated 11,04.15 -ignedand Anthony P E. (Sithnoifted rinderNO.-I.No. 15-12161.01), shall be available for inspection at thejob site at the reqtwt of the Building officna. seaked by Idalmis Ortega- P E (Test Teport revised on 01 04 16 and 0211 GWing complim with AST?�,IF - 13 00-09. Mrs NOA rnises & renem'.X0A*10-0429.05 and consists of dtispape I and evidencepaps E-1. E-2. E-3. EA. E-5 & E-6 a% well a,. approml docunient mentioned abmv lsh3q 1. Cbxud-i, P,E, 1. ChAudgk. RE The iubrmtted documentetion was m-iewed by Ishaq L Chands. PJE. Product Control Uuat Suporiti4or PTO dU( t C 00tr0l Ullit SUP*L 1-13*f NOA INC .114.10SA3 NOA.No. 21-020;-03 X0A No 'l-02,09.0 ExpirmtioaDatet AV6114.!026 ExpirationD2tt: .1pril 14.!i1:6 Expir.,itionDaw April l4..(1.6 Approval Dato: Mnj �L .25.' .0!1 Ntarch2F..0.1 Page I E -1 E PGT Indus tries. Inc. CGI Windows and Doors, Inc. PGT IndiuM ies. Inc. 'NOTICE OF ACCEPTAN-( E: EVIDENCE SUB3,11rTED, NOTICE OF A( (1 P T AN E: EVIDENCE SUB-1111TED N 0 TICE OF A C E P TXN CE: I VID ENC E SUB-NUTE D 2. Etidence Submitted under pretious. submittal E. XXTERIAL C ERTEFI( ATIONS (continue) 3. N ew E vidence Sub initted 5. Otmex Part Suptr Spacer Standard complying 'xith ASIM C518 Therinal C onductivity iL DRA'"T'�GS 0-881 BTU -in. hr.-ft:-'F, ASTNI F 1249 XA'VtR7Pa;s. AST2\4 D398� Oxvgen-Piss. ASTNI E A. DRAXA-r�GS 1. Drawing No. MD-5570.0 Rev B. titled"Vinyl Sliding Glass Door N10A (LNfi. sheets 2190 I.G.Durability-No Fog -Pass. (Subutined underprMons.,YOA.Vo. 15-0409.0i) L Drawuig _NED-5570-0 Rev B. titled "\,,invl �hding Glass Door'NO A (LM)". sheets I I through 21 of 2 1. prep,,ued by aianufIcturer. dated I 0;05-el 5 and last re\ ised on tbrou.eh -'I of 21. prepared byalanufacturer. dated 10.�05115 and last rel, ised on02;01�,'2L 04 '21-210. signed and italed b-� A - LNmn Miller. P-E. 6. Quanex Pari Durase complying with A$,TNI C518 lbennal Conductalty 2.22 BTU -in J signe", and sealed. by A. L-aul Miller. P.E. hr.-W-rF. ASTNI F 1249 WIVIR-Pass. ASTNI D 1434 Argon Penueauce-Pm. ASTM E Note- This revi�ioii consists replacement of same existiug aistallation scnm- �vith flit head. B. TESTS 2189 I.G. Durabilir;-No Fog, ASTM E 546 Dew Point Development -2'11'),�F in 48 hrs. 1. Test reports oil- 1) Air Infiltration. Test. per FBC. TAS 202-94 k8nbutitted mider.NiXINO. 15-0409-05), B. TESTS 2)'Uniform Static Air Pressure Test. Loading peT FB(. TAS202-94 Vision EJ-drusions. Ltd. Parts compiving with PVC-AANtk 303-13. Voluntary Specific...1tio!" 3) Water Resistamce Test. per FB C. TA S 20) -94 for Rigid PohTin-,l Chloride (PVQ Exterior Profi]ts for Vision Extrusions I-T.." -117EX-1 by Ine 4) Large Missile In4ncl Test pet FBC. TAS 201-94 AA_\1A Fene-m:ition Exterior Profile Certificiiion Program. (Submitted ituderNOA.Ve. 15- (ALCULATIONS 5) Cyclic Wind Pies.iure Loadingper FBC. TAS'2203-94 0 40q o) L None. along withmarked-up dra wings and uistabhon diagram of all PGT Indus -tries. Inc. 1 _-13 8 Vwon Extrusions. Ltd- Parts conipl.7 e with PVC-AANLA 30 i representith-e units listed below and tested to quality Dowsfl -91 and Dowsd 983 silicooes. jSribnthYed nnder.Y0_4,N*(7, 15-0409.6-5) D QUALITY A S.SURANCE prepared by Fenestration Testing Laboratory. hw., Test Rqmrts No.: 9. PVC-A�NIA 303-13. Vohmtzy Specirwation fof Rigid Polyvirtvl (-Wonde (PVQ Foctenof . FTL-7897. PGT PU`55_10 PVC Fixed Window (unk 6 in proposal). dated 09�0114 X 'LANIA Fene�tiation F-men" Profile Profiles for Vision Extrusions LT6 A'E_ -1 by I Mianli-Dade Departmerit of Regulat ory and Economic Resources (RER). FTL-20-2107.1, PGT SGD790 Akuniam Sliding Glasi, Door (unit 7 in proposal) FTL-20- Certification Proz=1 2107.2, PGT CA 740 Alum Outsivmg Casement Window (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution. USA. Inc. for f '.%L-kTERL-kL CERTIFIC ATIONS 2107.3, PGT PW76_10A Aluininum. Fixed Window (unit 9 in proposal') and FTL-20-2107.4. tlk-ir -Tan 3040 & light shade (non-whitei IN Wte Rigid PVC Exreiiot Linusions, for- I Notice of Acceptance No 104),105.02 issued toKurai ay.-kinerica, Inc. for their PGT n,'7620A Aluminum Fixed Window (unit 10 in propo -A) dated 07i 13/20. all signed Windows and Doors". ex#ing on 02,D4 'I *'Tro4folt Ultracle.u. C lear, and Color PX*B Glass Interlayers" expiring on 07,08 24. and sealed bv Idalmis Ortega. P E 11. Notice ofAcceptance Ne 18-0122.02 issmd to Energi Fene�traiion Solumn USA. Inc. Acli 2. Notice of Accept.uce No. 17-0808.02 is�z-.iitd toKuraray Amej ica. Inc. fortheir their senes -11"hite Rigid PV( Exterior Extrusions foi, Witidows and Doors*', expirul- orl �( Jew and Allifo Glas� Interlavers". expirinlg on 07;041-223� C. CALCULATIONKS 0 _`2 8.2 3 � 3 No%ce'of Acceptance No 18-1106.10 is�iied to Vision Exau,�iom Lfinited for their ''Bi-own 1. Ancbor verification calculations and wwtural analysis, complymg with TBC 7 tb 12. Notice of Acceptance'No 20-0203-03 issued to Energi Fene��tration Solution- USA. In,: '-,f Coated (Painted or Laminated) White Rigid PVC'Exterior Ex" mious forWindoAx" Edition (2020). dated 04 -22,20. prepared by manufacturer. signed and sealed bly their 'Bronze & light shade cap coated White Rigid PVC Exterior Exrixtzions for and Doors-. expiriiiF ou 0930124. Anthoiky Lynn Nfiller, P E WindowsaudDoors". expiring on 04/1&_`�. 4 Notice of Acceptance No. 18-1106.11 Issued to Vision Extrusions"L-muted for their;eries 1 Glazing complies with AST'M E 13N-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-All"te) Rigid C ellukir PVC Exteiloi D. QUAL rIY.ASSt71L-0-CE IF. -STATEMENTS E musions foi Windows and Dooi s'. expiring on 12;29,,'2 1. Miami -Dade Depxtmmt of RM6totyand Econom:tc Resources (RER) 1. Statement letter of confonnance to FBC 76 Edition (2020). dated 04 22"20. issued by manufacturer . signed and sealed by Anthony Lynn Nfillet. P-E. F. STATE-NIENTS E. M-ATERL-IL CERTIFICATIONS 2. Statement letter of no financial *interest and of indepeildent. issued by manufacturer. dated I Slatenvnt letter of confornlarice, to FBC 76 Edition (2020 dated 02/01'-Il Nsued by 1. Notice of Acceptance No. 19-OW-.02 issued toKuraray Ameiica. Inc. fof their 044 8i2O. signed and sealed by Anthony Lynn Miller. P E manufacturer signed and sealed b,: Anthony Lynn2%fil1W_ P E "Trosifolt, Ultrackar, Clear, and Color PVB GlAss*Int#rla%vrs. vqkting on 3. Private Labeling Agreement document beirween PGT. dated 03.30,45 and s#ied by all Private 1-abeling Agreement dated 0308,21 between PGT Indusuies. Inc. and CGI OT08 -24. involved partle-S. Windo-w� zind Doors Inc.. signed bv Dean M. Ruait P.E., VP. Engineering. on behalf of 2. Notice of AcceptanceNo. 17-080&02 issued toKuraray America. Inc. fortheir both coli4xinies. ".5enn-yGlast (Clear ad Ab%) Glass Interlayers . expMag on 0VW23. G. OTHERS 3. Notice of Acceptance No. 18-1106,10 issued to Vision Extrur�om Limited for their I TlusNOAi-ei*esNOA=17-0420.06(nT%v,CCil).uidijpditestofBC-2020(7"E(litioil), OTHERS Coated (Painted or- Laminated) Nk'bke Rigid PVC- Exteilor Lin-usions expiring 04,22 1 -221. L 1his NOA revises & leneWS NOAii 2t)-04.'14.05 (PLAWC.Gr). e\piruig 04.14.226 for N%Indows and Doors". expiring on 09 30,24. 1 RER Test proposals #19-1155 dated 0, lo_2Uappi:ovedbyIshaqI Chanda_P_.E,expiring 2. 1he current a-,sociated PL4, CGI file r-,21-0205.01, mpirins! (414.,26. 4, Notice of Acceptance No 18-1106.11 Luued to Vision Extrusions Limited for their 0414,21. seiies -VE 1000 T= 202 and lighter shades (Non-Whire) Rigid Cellular PVC o1v JA. Exteilor Extrusions for Whidows and Doors'. expiruig on 12-29/21. 1 - 1, .,1 � hhaq L Maud.%, PI lAaq 1. ( hxuda. P.E. Ishaq 1. Ch.m&i, PI Ploduct Control Unit suptm�ol Product Control Unit suporAi-,or Product Control Unit �uperiiior NO.-\ Na ci.4 N*�A No. U-0,0S.03 N*O.k No. 21-0:09,03 Expiration Date: Apt it 14. 0:6 Erpiration Datt: Aptil IZO.,6 Expirafion Date: AvriII4,2026 Approval Dnw Mai A !-. _*4?!1 Approval Daiti M.-arch 29.22021 App) 0%-.11 Date: Ilarth u, !0.'l E --F E 4 E -4 PGT Industries. Inc. NOTICE OF ACCEPTANC E: EVIDENCE SUBMIM D D. QTTALII-Y ASS14LUS-CE L Miatai D;ideDepartmewofltegulatory and Economic Resmices(RER"i E. X-ITERL-11. CERTIFICATIO'NS 1. Notice of Accept2weNo. 1."528.14 is.� to Vision Extrusion Lmlited for their 'Wkite Rigid PVC Exterior Esn-usions for Windows and Doors". dated OS. 11,15. e.xpwm2 on 09/3049. 1. 'Norwe of Acceptance'No. 16-020.08 is�d to Vision F_xtruszon Ltirnited for their "VE 1000 Tan 202 and lighter Shadei (Non-N%-hite) Rigid PVC Exterkor Exti-osions for Windows and Doors", dated l2tO&'l 6. expiring on I ZQ9;'21 3. Notice of Acceptance No. 15-052,8.15 issued to Vision Evirusion. Lialited for their Coated (Painted or LamJnated) 111ke Rigid PVC Exterior Extrusions fol, Windows and Doom", dated 091 3,� 15. expiring on 0930.49. 4� Notice of Acceptance No. 1"712.02 issued to ENERGI Fenestration Solutions USA, Inc. for fliew-TAN 3040 and Lighter Shades (Non-N%1dft) Rigid FVC ExtNior Ein-usions forWindows and Doors"dated 09 1546. expiring on02;041,21. 5 Notice of Acceptance No. 16-0712.04 issued to ENERGI FenestratiAm Solutions USA, Inc. for their *"Bronze and Lighter Shades of Cap Coated Rigid PYC'Exterior E Tn-usions for Windows and Doors" dated 0-0, 15-116. expiring on 041161,20 - 6 '.Notice of Acceptance No. 16-0712.03 issued to ENERGI Fewstration Solutions USA, Inc. for their "'"'hire Rigid PA'CErterior Eumsions for Windows and Doors." dated 09/10.47. expong on 02/29118. 7. Test reports No(s). 10-W--792(A). 10-06-M0527- 535753-09. per ASTME-84- AI�TNID1929 and AS'MM-635. isaied by EXOV"A toVision ExMision for ceQuIcisic composite malaw. (Submifted rinderNOANo. 11-0107.04) 8 Notice of Acceptance No. 14-016. 11 issued to Kwarav America.. Inc. for their Sentm-Glas I (('Ie;u- and White) In terla) et". ato-ing on 07,04. 1 S. 9. Notice of Acceptance No.16-1117.01 Lssued to Kura. myAmenca. Inc. for their "Trosifol I Ultraclear. Clear and Color PA'B Interlayerf'. expiring an OT081 9. F. STATE111ENTS I . Stitemea Letter ofconfonnmce with FBC-,;Ih Edidon (2014) and FBC'-6* Edition (2017� LssiW bv manufwturer, dated 09 14; 17, signed & w,*d by L,.mn Miller. P.E. 2. Statenuml letter'of no financial interest. dated 04�19 17. ssued br�, ii�ufactuw. signed & sealed by Lynn Nliller, P.E. 3. Letterof lab compliance. part of the above test mports. 4. REK Test Ptoposal No. 17-0387. dated 05 -05,117. saped by Ishaq CLanda. P1. G. OTHER 1. Notice of Acceptance No. LI-1210.01. issued to PGT Industries. for their Series 55701".1770" Vinyl Sliding Glass Door- (Reinforced) - LALL", expiring on 041114,21 E -3 Ishaq 1. (has&, PZ. ProductControl Unit Supervi:or N"OA No. 221-020f.0.% Expirmcion Dow April 14, M6 .Ipprova I Dat*i March ' If, ' .1021 - _0%A01 OCT V_�I\ ; W &ssist, Inc Virtual Rev r pl,,s Review completell and approved jith the 2020 FOC 7th Edition for comPliance " Kjahr PX2300 by Debra Anne March 15, 2022 1 Cn -Cu > 2 0- CU 0 4- Cn -t- 0 5_ C CU = 0 .0 LL_ %,- 0 CU > co -0 a) E -cu 0 0- CO U .2) ca. -0 C= Cn W mi Cn E 40 Cn ca 0 > L CL 0 CL < 0 0 C/) CU M =:3 < 0 LCU LLI < Z z Q_ SHEET NO. PA 13 ERODUCLAVALVAUOY�Rkl'LU" i 204172il 2 rMDLCf1YA1AVAMGNSyJ=IrM 2 =.oi 3 TILLIT TESTING & ENGINEERING COMPANY Z2-MT RMRTS: 0, MATERIALCHARACTEWTiCS AND SPECIFIC-ATION& - - _ - - WA! TER A Ill I rE, IFIR., RE tiliecutio"I.Com Large missile rl � ci and fatigue load tests wore performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on TLI'I1,L-1.A1I47 201,203as persection 1626of the Florida Building Cende liniforrin static loads sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D.), drawing 'll 1.1--m.ww" as per TAS 202 Protocol. Test ril prepared by Hurricane Engineering & No.29-176. Anchor specifications shall be as IndIcAted on sheets 1. 7 and 21 of Testing, Inil Reports # 9"69 dated 08;0911996, #96-570 dated 0911811996, 26. Of Product EVOILIC1111i Document (P.E,D.). drawing No. 20-176 . MDUCIT&ALUAT[ON REPORT #96-T30 dated 09120/19ge. all three signed and sealed by Hector M. Medina. P.E., Fenestration Testi Laboratory, Inc. reports 9 2032 dated 04flOI1998 and # 2126 dated 1010511998 witnell by Gilbert Diamond, P.E. and R-9pl No 7. LIMITAll AND CO DITIONS OF USE- REPORT NO.: 20-0721111.01 0219.01-ii dated March 4,2009, signed and sealed by Edmundo LaWosi P E and Henry Ha"PrIT, P ri. 7. 1. Shall l w1i Ill I wmpliancIs with General Notes No. 1, 8 thrill 14, Indlicateal DATE: July 28. 2020 Tensile Lest report No, Kilti-I 97 ny OC Metallurgical, Inc., datrd March 13, 2009. on sheet I of 26, as well as General Notes 9 I thru 4 and I I th(i 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 PRODUCT CATEGORY: shumm signed and sealed by Frank Grater, P.E. prepared by Tifteco, Inc. and signed and sealed by Waiter A. Tilld, Jr- P.E. PRODUCT SUB -CATEGORY: Storm Par*k 2,3. STRUCTURAL ENGINEERING CALCULATIOA1, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel langlh,IIA.. da,%Ign defined on section Iii of this Flonda Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maxin.um ancl-or spacing vs. design wind load and parel MANUFACTURER: all" uM LLi length based on rational and co,inparative analysis, and in accordance with section 1616 of the FlorldaBulkiling Cods CalculatilonspreparedbyTifteoo. Inc., 7.3. Product shall only be installed Into poured concrete. concrete block, and 4WO S.W. 51 St" dated 1 110-:Q8 kind 0311 ?J15, signed and sealed by Walter A. Tillit, Jr., P. E� wood frame slitructuros Davis, Florid@33314 I. PUB ATION: I-MMSILLEPAIC-T -9 E31ffAhKL- Product Eveluartion Report prepared by Walter A. TRIO, Jr., P.E. (F lorl I_Hr�ense This is a Product Evaluation Report Issued by Wil 7`11111111t, Jr., III (System Large missile Irinp,.id Under section 1626 of til Florida Oulldlng Cocla, as per No. 44167), President of Tilteco, Inc. (Flonda CA-0006719). ID # 1906) to the Global Protection Products, I.I.C. Rule Chapter No. TAS 201 Protocol "W.W.""', 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS R ," 9, Pk T14 Z Nz ,,� �X I / �� Professional! Requilatlon. _eSJ5JANl 20 Gage Ga!vanlzed Steel Storm Panel has been verified 10 sustair vel QN; ......, " ,,,, , �r 1. -E1q&i--e,l This product is being Issued an Evaluation Report as described herein, and has pressures Maximum panel length shall be dS Indicated on sheets 8, 10, 14,15 16,19.25 and 'Ili 26 of Product Evaluation Docurnient (P.E.D.), drawing No. 4? .... .- . .. I _� a � -.� 44167 'N ��_`P"`7 - , - bow verified for compliance In accordance with to 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose irdendod 20-170. Maxl;�.'m Anchl:�F Spacing shall be as indicated on sheets 8, 9, 10, I 1, .. - - .1 � v, ; * . ,*! . I ,,%�,i - .* 1 1,14 "zo 'ATE 3" 1,4--c!" S, at bast equivallerit to that required by " Code 14.15,17.18,19,20 25 w al X. of 20, of Product Evaluallor i Document JP.F.D.), drawing No. 20-176. - I .' � - ��_-.�Z,, - " ,1271 1 40 131� - ..` . . . . I ........ Thiq Product Evaluation Report shall be subject to review arid revision In case of , NNaNAL Ill a Building Code change dud may siffect his 111rinkiftnis and conditions 5-AS -TALLATION: elliEl Installation shall be performed strictly in accordance with details indicated on 2_eVWVWdF__4yAME[=: ishest33thfu 7, 10 fl,iv 20, 23,24aiid 2ll 215. luff"tuduct EvalluationDoc,unient VHAT)L, O � TITFICOACNION RECORD8 IF. E. UPORT.2C MOORE. PRO I "Cli PRODUCTS. LLC% 20 GAGE LlJWDUCT EVALUATION DOCUMEWr 11P.E.D.) (Il drawing No. 20-176. Minimum separation to glass shall be as GALVAINZW b I LLL $10111101 PANEL% DRI111011126-176kRePORT 12.0 0128.01 Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEUI, indicated on shil 8, 14, 16, 25 and 26 of 26 of Product Evaluation Document ahooft I thru 26 of 26 prepared by "rifteco, Inc.: signed and liesled by Waftr A. (P.E.D.), drawing No. 20-1 76 Tillit, Mr., P.E.; dated 07128/2020, This drawing Is an Integral part j EQNS "'I,10111mill," 0011 It'I"Jill Evaluation Report. I 110, VLR A, TIZ I , N o", A, T/i, , ,,, -\�� ...... � V ., !�-'",� , ., A e .. , I .�, .Iiiiv . ......... i .. �_ ircEll ��7 , _111 -...., `� e .. _- .*. X - . .. N,Te -.... * .- � � -_ - - I -1 9��*_ I- ' - . J::N�-_`_-:.x Ql.-- 'No. 44 � 6' I ". - __ . .. NO. 44167 . "u, : � A , ". 60'.1'r , ,_ , * * . '46, Ar i * :: * '* _ I - , .1 V� ;�/! * I - . I , . STATF OF -'-QZ I - -Y �&y-,. .,. � I 0, - It, � . � ,� � 1�;_-. ti -k-op_�� .,,��"/ . 0 % .." ', S. - .. ... 51�. � .... .. O� 4)il I l �-,T - - - - - -Ill 0 *4� sil ..... , L C� &155N.W.36thSawLSuitc3O5.Mianii,FkwW33166-Plwne.:(305)871.15530.��;; .- , N A ,,, 0" "floilloillo", I'll,."", ''He'' . .. __ ! - __ � __ __ . I -.1--_ ____ - - .- ____ . - - ___1 I GENT'RAL NOT : I . I., I'ASE THAT PAI STW - � _11 :1-PrIE P-" I,- - 1� . � � W -II.E. - T.IF ovm_ FOR 211 OAK omwwmcm-xm" �' !'�;' II41 ANCHORS $HAILL BE I- ,`� - IQ REACH THE Ariel �1, , -1 l r '�,,� PAill . Ill IM FAX(t '.I 'Ill, - I,15 PRODUCT MURIlDel j(�l,-INf I'll "AS GaN ,i`Ehl %, 1 �Cf IN -'. 1 1.� Iff AS WHIrIONE111 11 L I- 1 821 ACCCRD4NC1 Al '.,I, .' - �,Il, EDIT") OF P4f FLORIDA I,'FII( COOE IQ 'i; �Ai'., I,,, IT_,'. y", S?1c" _�Jlal - , ; " 11,11� � OESZN WIND LOAD$ SIML-4 III 6 11 kUlkil AS PER Sli 10:I,ll 1- t,14M WNTIONILD CODE, : ;/. It I "', � I IITI� As MA0,11w.cIlvol v P, � ,-,,.,, �Nc � FOR A WIND SPEED AS Rl I ' 7--t .-IIINSDIC.11ION WMM 1-41',l - �11 " -K I W INSTAL= AND 14-10 FAINL.' I . -, I KI ATIO PANCIMAI 11 W 11, 'L "' I' NAAFAA�71ARUI W ft�r� 11 L I I I. T, I tM A CIRECHOMALM FAMOR -4 - , -' I.",,, A%([ e, III AND SHAII Ntl I I, � l INE MAKR" (AS 0) 1 1/4'# EAG SCOW, I -I" ,: I ! IX38e. e."le," -11.13 _ I- ;1 I THAM 12� 14 ,�, ,I I . - 'I'--'- I I," 11� I ' I" ',I -.1rI0M= 61 �I_ "I" - - '- 1-1 � -tlQIA4 T1 - .I. IRIXII IF, �TWTF`I THE ABOVE C 1 'I! �; I �I. I I I IMI TE DIF S44 Al � AA92, I I � �, -LP PER ASCE ; - I 6 L 1) OPTIMUM THIRCADEIL ,11,1;, I1,11a, NIll RChX ef rARCIDN AN, ,, I , - .. l,c 1 III2, AND 2* P)a Clcl I kIl."'. I , j l " l` """C"D To A'SL' �` " " " tAln of MiArriEftig; I'll l - 6'. clrimr, IQ AND PANCIIIIIIII rlMAkI �. Lr " ll - .. ilSlo) Ql��11 1'.I�,I'l 411,.,n. NDWATM ON SNUI,. r :.,,I,, ,� ,. ,� ,6. ,9 A 2o :. I, M� - �A ' 'NFArIFrI FICNETAI IV ll. �. 1 NTO TN( WCOD rRAA1( 0 I! �- I "' '.'2' MO THREADED IN ORDER 10 W-W 1 11,17 -.)N% 0. THIS PC D AS Till "I-ItL N�T OYER STRESSED. A 1-14 "'11111 " A ,,,A'Mf fLtIll-I 1�1, II.TQ ',IUCCO SH&L, Err ,,Fl,,,,,F,, A� �M? OF THE RE(PAll ',,��,Fzl, IENE-l"T10% Vill I OR IMNV , �'. ,AT We USED IN THM ANA1,0; t4!R5 SPAl TO Flerl NA� IMI, 1. 1_11,1� .N AccoRVATII.T *17-1 Ill ,� : - I 3) M NMOM ' '-� �; ��W( OF LAC SCRILIPI, N' * I': 'Hell RE AS INIl ,N ' ' ", 11 4, - K I I- I � III MiACT AND WAND RCSISTAAKI, la I I I `,, VERIFIED IN ACCORDANI Ill U :: � . ,, � 1� II, ., ,,,.,, _ ,,,.), ,,, PEP Numicelmil E.rrRNr , ,,. � ,,,G INC REPORTS 96-S.2 1. , I 11 -lo AN. C 4) ... .. , " ,V I'M oF wow sull S-:.',. _1.1�',S )/4' 4-20 SCIl - ' M ' '12" LONIC Uk�� I NI �,, , �',, C, I ', I' I , -, " I ".. "lle I- -171PORTS 12032 A #2124 ,� I.!. '4LS rA,5-70t, TAS-202 AND I&$ ,�' - ,T AND I* milteAp, .11H AD STu= .I. ,.,, � ,. ,.,I P,4'. 11 I� I ,`li, �T SWIN RORIDA REPORI 4i I', I )" A'; PEP TAS 201, TAS 202 AW, C 5) IN CASE 1 - `;-A,',' �'Dftt� OR FARECAST C.-, ""I �WO. STUL'�O OR W�.� 1,, - IIII FO,�l Llk THE EXISTING ,A:. , . 11"(1 , MAMA. ANO., - .V l.I`4 C.OLKA, It, M A, .. I _. �,_`Merrl� OD-11 Ill -, '', 2 A,�L .,AAINP'. 1.111'Fr"' �' K &)63-TS AULOY AND IFEWIP. Ill'- . illlORMSI No'll M SHEET ,' ANCHORl ' "It 11 I$ MirlITIDNED IN C I � I I A, , -1 3 ALL ALUMINUM S"ffl Mir. ", A I,ll,l SHAiL HAW Pl lt,' (0) ANCHORS SNAI 81 NTI-C III-LOROIC ALL CIF ll� I,� 140AWNS &IC 'RICCIFICAIKA' -1 -i� -H`R5 MAPALWACTVRITA 4 ALL STM SKET M11AL FANi�' . ITOLLED). F-,,�,,i 6) LOCEPT THAT HCAD(n ; ALI sNALL No BE vsrr ` - I _":A21[LRw QUALFTY v[,� . lI IS, 4AAm so WINAR.A." ll 60 I ., �IHECTS � I GALVANIZZED Slill DESIDNIATIO. R""', .:IM"'..." ' "'N"L5 MAY ALSO K INS71ILLILL 1q11I:"'I)NT"FT I(Xitoal ,�', IF , NIAIS SHOWN OR lf�;Ioll - r I., 5 ALL S"M M K ST NUES$ SlIrti 1� 4 ,, I � 6 SF RO 00 COAPIO�)tl M bISTANT CDAMD CARBON 7EEL A3 PER I ; ".. I IN THE RESF'4N.S*,� 01 - I I I.-TRACION IC, VDIR-Y T.E :r , " I,[ "I '34 IN[ SIRUCTLITE *" ., - I I, ll� Lf DIN 50018 W/ 50 I,,P Y*tD V"ItNt- W W I., TENSILE STRIENCTH 6 belle, :Mly W/ 11DIROA 9U4DftG CODE "A(011 TO INSURE PROPCP 11,1 -1-5 SWJPCrr SNA,i -t, I- I �. .FD To COMCWTTE. 8KC, I �, . - - -I VCI-DN . 3,3 1 `?A� I III IALLI� IU M Allier A-JOI 5,MI-11- _11W. CA AS, 30. Sill ',;-'Il� 701ILL, WIN 36 k1l, MINIMUM ,,,, STRENGTH TO EACH ATGV'-AP 'I I Nlee - A'.. Ill LFAll OVER 8 - III "'-,l% "I II -. A� PEP qf,T�, , ,, , . T�. -I- ALIFIRMArl A. � 7 ANCNORS TO WALL SMAU 61, A� FOAQVIS " A I- - .NEOS ) 6 & 12 RESPECTNELY -A_ . A -El AND rill PII .1-.11 11,15TRtICTING. 0110MER I710I TINA" Ili ,I� ll"I �S IRIPH .MC.W -I,I ;-, F�l DI..eldrl PEFtmS Or ,I 1-11 - AlININC I (A) To Q4TI*_KK=.GQeKRM I I IK NI I& I �-�,14 �XINIkACHDH IS TO SEAl �' �-Ulltk CrAODNENT Il 4, , ItMAI4 IN cceifflmtcus cow- A- I I 11"It ToCON AN04ORS 45 MOMILOACTURED NY '.I A Rl�li I � INC fMNI !'311112 PA, I IN[ !T,,1,_1 III i I`WWNT AlliCl/il ,ftMIW,,I; i - ./�' . _', F ' 'l"!'I" - " ". " "A""""C"""'l IT !""'." �� I.'. "� P - " , $,DRk, r, _. . I/A OLID-SET -:I�P� AS 00TRIBLITCO 6) All - IN1 ',"Rtllf, BOLI & SPECIALTY ,III I� '- IIIIAIKL� SHAL.L CDMP11 RI A . ",*_110 � 14' DROVINI. - - "I"t-, AMD ZDW4C REWl I ;' 1, .ma" P'.) PRIDVOIL'I I" ': I - Ir %'TIDNI WHOK Pffirell I, A�l ,1;' " 0" , AAI. NATr 'rle4j, l 11 1"; L Me' MI I 15 ANIC"ORS5, A� -1, - 1, 'l INED BY ELCO CONSIFIRWil.l, "It, I i I (.) THIS Pilloal I � � - I X-Iliell III IF l .Ril I : � f, I �Nrllr .s GANEVic W " �., , , ! I mYcleeml - ,�.Il "I - .i, � , ' ' fOR A FOTE �Pll ( ;'-' ., ' , reel T14E SIT[ Ct,,`Ill, �N I 1T FROM THE P.E', I." I 11 " I' -11.145. I MAI 11,, " 'RU-FAST CORKLIAT-0, , l - If'" . .. I . . " 1�1" 10 TIC M�, "', - . �. "LeACHAUSIL '- -' I - - -,- Wfrl , r . - A 1) NIPPON EMKDVLNI LAI I'Ll ANCANDIRS IWO P0,,,Zf Ill-ETE smAll BE I �, " I � � - l I -If ITMWK I .. � . I- 'l'I$ PE-D MACMID111, ot,' ,IF " , 1 WAVE FROM THE ( 14 � I ,'� '�'�JD ON THIS DOCItIMENT rg AAD PANEWLTt PLUS ;,N;� ' 1,14' rOR OF TAI ,11CA% �01,'Ill -" I WTTY AT %PT 6 THE ,111lIl IS RESPONSIBEIrt � A :'I F`Ak I AN & SQ, -SET. ANCHOR', ,� I Ill I W* LUO 7/8' will Tt,! l-� , Rrrl CONCRETE: ND DiBill W, W IWS PRODUCT r0o.,A C4�X.tiMLAt WILL RE ~,-t0o� '1.41-'l I MCO,nEE, ,� " , I " I FIT PURMITTED 1/4' 0�20 '��Irfh- ,= SHALL BE 1 114' L-1,l WINAITAre SHCKALD SrJCCD CPS% ,� . AID M[NIV%f,M Clr� � WITH IQ STUCCO. AMj 4t HFADW SCRM OR All IH?tklf� "IffW5 WIC HEAD ' I, !� WIC"IC PROXCII& MHAt � 11 ' I� 1-4'rED Irl A FLORIDA ki'l IF I I W1110A Ilt" WTH .- .."I I!— IV, 11, .11-0,F) (KQ- � - .'It 1-- - -1 tPl, IN. 11111,'A - 7 !"Ecl �. A" !, ,,, I-1 '40KA OR ,,, I I ' , �' FNGINCER Or RICOP:1 A '11, Al A DELECATED CNINE0 �% - I - 114 I 4 1 PRECAST STORE. M(WNT , ,l,l 'I '! 'MULS, Plyl STI.10 ,' ' -4 )0 CoAMPLIS BE rDEPMD ON '4� 'XC) 0411ill ,NA1 �' IM' '� THIS LATTER T.I, �,,7T '1 14- ,�RMATI FOR RI%TW "I I A. I 1; Fl� ANCH(AK SHAt eft - . �ICT TO FWJCH '71,T Ill ' ','�F qFHtND SUCH PIMIC� AN.-kA , I,- A� AS IIIIIN11IONED IN A 1) - I, A ?) , " I ' � r ','WL RUNI THE DAR -1-1 'Pe'l SM AND SK,AA!,tIl 'I " � tIOCIPESSIONAL fl,(,1141� '*I FirCCIR0 THAT 'Well (8) Ill Cowell ";It ll� L - ", , I 94) I- SrTM`rl -I�l ' ") "�Atll SHALL RE : '' - �Nftt L� " - I' - Ap"o" ANCHORS M WAI 'l , il, , 7 It Bull A, PAWL SHRIMP . .,, ( .YN SECTION 1709 S I I -I �,� IA 901ILDING CODE Z�I, - I"., . . I - CAUX-IN ANCII-el' ll-� --.11-C-I*M By DC*kf -1 '�00 P.1m) SNAAL SIT PLACED FCR E�)Fl '�NIIC LABEkM TO C'Ne- � 1 STICTION 17099 Z (,l 1� I ". I 1/,�b %DLID-SC ANCNOPTI. A$ ;Il lq�,' , ITY NA POINT SC.K*, l I, .'FrA,r Co I 'lle". BUILDING CODE . _11", P - , ) i 11, � `.I I M, Ir IrMAIL 0 AV, I�AI 1. -: Z �. '' � ANCHOPS, AS MAW * " 4L, 17 I L.00 CONSFRUCTION r `Ymrs Dw"ie". , " ;,-4, t ONLY K LISIED 70 " � I MAN PiPeetr, v% I n P.- - :� �oy, P.,� "o.I.Illilor"Al , .., -Ill. STATE or FITE,A i l , �, l eill -1 -11-1111, ll 1`1 11-1 OAAP�I iiiel tj� A 71, ", /l . , , X � P .. 'IeW,"'. , � � i MINIMUM jeell ,..l TAPCCA ANC.ClIK, �L�� .'.�MAFTES AND orTAP_�H,r ,,1 '14 CQA,14,.�.��' - I - , I, . . , - ,,,,, Fk.ORIDA BUILDING CODE �Wiih Vid"Ply Nuirriql Zan.) Ill -I, 1,1, 'II I I/., .? J" . . . il�- _. .`= - � 7.0 CA" GALVAMZCD ' B21 I�Al 4 % � " , 4 , 11110 4 �' i l,,, S STM SIORM PANEL I - 0, I 'IT AINcHORS SHALL 9r. - L-0 718' INIC, THE r1m �1 I, -, ;',I , ,.w No - . I . I ___ ' ""' "' ' MY', . '��_ ___ - - � -n- ___T_____ 1, . , ". .. - V /,l' A ,� ��:-EMIS USIED 5.4l BE , I t L o Mlee� ... WOU 2 I, IC �11 " � Or PERVITTI .+*. FL Pill TION PRODUCTS, I -Li 11 , I i"" XIII J .... fork WALLS Se"' " ''L'�'o %I, ,,� I ,,, 1 . I I L I E C 0 IN c ,, �il .. " INw - - - _F -FT ' � �,�w RW ibileal - -,; ... .r, . _'. �14 - .-IMA 1. 1 .1 -i'", 20 176 1' _� , ' - tel-01,0I _��, = , " , I-T __ ., , - - `4 0 PL , , - � !_�_ E� - 'I ". n 1� ____ , - . - , 11 �, --, � � . ! - - I - . PH k"i I � .,�, NA. _,'", Af Ill . .. - - - - -I , Il'. . , ill .. �,: I, ,� '.4 . I .� NA ,',f""-1""`MMR`/"`- _'*_,.!`� �%.!�l ,lw.-I l'.. ,,.�,,.,, C, , _L �_, . 71 IN.51AL�ATIQKJ&IAB.�-JQR--ff.QUIA&'-EANL-L!5rl. A JA _____ ----I F", __ ______ _ * _ , ___ - - - ___ - II'M EXISTING POOEM.- CONCRETE _Q_R, CONCRETE BLOCK, ISTRUCTURE ,Atr,IF AAKNors � - I, 111- ; I ,�7"Qef 1 Ow. I I � . ", -, 8 1.010, 91 (IM1. 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( __= I � , I W 11 - It Z7 1 � � , I, - M" � I DPl,' . .., - . 1. CONCRETE - _i� "i4 ,,!11-1 I , _ L --.,,. . ,I - _. . . ;l *EOOM I �el III ��. r - ,_ - , - I �" I,. .�, ;,' �_ I CO.C" W-1-1. L 11.0-1 ____ - -4 D I ,. ,. �,_,Rm . � 11- .41n," COAKARTIM MACIT(IR, C4), _ I l er"ArKlAN, A., 1W 4 - C7� (=_`lm ... ,:,,T�I,_ - , - �_l __ - - iL . I'l.,C I MCC SCH110101,11 "Him a � 0) . A 1.00100N 9) , ,I,- a rNROL4. 0) THICIIIIII A Twarral, 1) WALL WQMNG .QQAGL AND =1111 MQUNTlwr- BUILD OUT Ibc ALTIERNATE SECTION 1 W% ; Miff, AWRIVU41 MOUNTING IttliLf 311H,1- SCALE 3/8.1- SCALE I'll-,' I I - - - - - � I i ii E.D. -(EDOE DISIAhl I .1 'I'ti'llt! � . (�I � j SEE SCHM.'i ,"', .� 1 8 I SHEETS 8 It ! " - . � "�Vl - ! " - � � � I I ,!A I I I I t 11 00TE-MR-IMidi J. ANY WAY To si"Ir A." , - I I,, .. / ieft�ellj'.JIlll, 'M I I I lri,z�-, ',%-i - , 1, I A, Pil 140VIl ALI, AF �11AM, I ;, 11 L113001,114fr. IN ill 1 III orilIP" " . ! � ". I � , ____ --- i . . � ., .. .5- � I � - , � -_ , � . I i CXI!l ,�. .101410 � i IT, � : .. . I .1.. FWMDA BUILDING CODE (Mob VirIll N-11co,N, Zone) CON'll -3/4 E : : RECURLD .. F U - 'I I 1111r. " � =-�!-,= otm a `N`K,l_ I) - i .. * ., CFIUNG All =8 WOUND . , . . 2A WMIMI, 0 � � ___ � _. I 1% I . I I *. . . * -, * 1 WE .I. � : , 2 -- 0910 -.,* - i,IrM(,R0 I I/ ' 11LIECO... - 20 GAGA �ALVAMHD SWEL STORM PANC L � �Z R, I - -_ " -_ , .;IA/Hilao GLOBAL PROTECTION PRODUCTS, LLC.I. - .!� I'lle", I. 5) low . - 'NAI V I ..Q .&�,,Iinm a almliert It - ___ .. LAMK, ", 343I. .Xw" 1 2�- 176 .w (.I.- I-. '_ (ft I 1101-1, .., =1,wl - _W (Al" __ AII - te, ___ I I _ rkow L* 0 'TI ---I- - � .A. I ,.- _.-�f7 - I Wi � I EPR7;:"V, " /__ --------\, PRDDUU- . 7AI 2 PRINMIC!T RVAII.,11ATWN R9eQB1AQ_N:JU112 3 / I I L1 ECO I I ILLIT TESTING & VNIGINEEPING COMPANY __ - - ___ ' . - 22-=T REPORTS. Large misI impacload tests were performed under SSTD 12-99 standard as 5. HSTALLATIM Installation shall be performed strictly In accordance with dertails indicated on WALTER A. Ell M, ? E, . illieot,40,�Wj %;VLH PROD IL CIT k.;i.?:Wll,, per section 1609.1.2 of the Flonds Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 118, of Product Evaluation Document (P.E.D.), ,,.,.,'.".'l Y1TA'!Fr Section 1709.8.1, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glans shall be as indicated on Lab of South Florida, Report * 0814.01-01 dated 03/11102 witnessed by William sheets 3, 6, 13, 14, 15. 1 5 and I 8 of 18, of Product Evaluation Document nEPORT NO.: 20-07Z7.02 R. Mohner, P.E., Bor17 Moroz, P.E. and Henry Hattom, P.E. and Report No. (P.E.D,). drawing No. 20-175. 0219.0i-09, dated February 25, 2009, signed and sealed by Edmundo DATE: July 27.2020 Largaespall P.E. and Henry Hattom, P.E. Large rnissUra impact and cyclic loadingIs per Protooll TAS 201 & 203 as per section 1809.1.2 of the Florida 0. MATERIAL GHARACTERISTIC lrw%ue. PRODUCT CATEGORY: shurneis Stilldino rindill Test Report prepared by Amercan Tailiffing Lab of South Florida, Report No. 1123.01- 10, dated November 23, 2010. signed and sealed by Julio E. Shall be strictly In auuLltdamm with General Notes and Components Indicated on Gonzalez. P.E. sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. PRODUCT SUB -CATEGORY: Storm Panels 20-176. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile lost report No 9CM-198 by CC MetrAurgical, Inc., dated Match 13.2000, Anchor specifications shall be as indicated on sheet I of 18, of Producirt PANEL signed and sealed by Frank Grata. RE, as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.). drawing No. 20-ITS. per OC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 signed MANUFACTURER: GloW.Ptoliectkiiii Products. LLC and sealed by Jerry Jaciofano. PIE. as per ASTM E-8. 48DO S.W. 51 Street 2,11. STRUCAM&EMMEERING CALCULAT&W 7.-LIMITATIONS ANID-.00NOMR3 01: USE 3314 Davie, Florida & On 24 Gap Galvanized Steel Storm Panel for maximum panel length var de*n 7. 11. Shall be strictly in oompliance with General NOW No. 1, 8 thru 14, Indicated wind load. as wall as maximum anchor spacing vs. desion wind loed and panel length based on rational and comparative analysis, and in accordance with on sheet I of 10 o(Produot Evaluation Document (P.E.D.). drawing No. 20-ITS I.PURPOSE . -0-F-EVALUATION: section 1604 of the Florida Building Code, Calculations props red by Tifteco, prepared by Tiftell Inc. and signed and sealed by Wafter A. THIN, Jr., P.E. This is a Product Evaluation Reporl Issued by Wallair A. T1111t, Jr., P.E. (System ID it 1906) to the Global Protection Producial LLC, Rule Chapter No. InH;-, dated 12118/10 and 0&27/13 (for this revision), signed and sealed by Walter 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 51 G20-3. Method 10 of the Florida Department of Business and A Tiffil-1, FIR as loolined on section 1020.2 of the Florida Building Code. Professional Regulefion. IAMMLE IMPACT-RE31STANCE: 7.3. Product shall only be installed into poured concrete, concrete block, and This product is being issued an Evaluation Report as desunUed herein, and has Large missile impact under section I W9.1.2 of the Florida Building Code. as per wood frarre structures. been verified for compliance in accordance with the 21320 Sov4nih Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose intended Product Evaluation Report prepared by Walter A. THIN, Jr., P.E. (Florida License at least equivalent to that required by the Code 4,.WIND LOADS-REMSTARGE; No. 44167), President ofTilteloo, Inc. (Florida CA-00i this Product Evaluatiun, Report shall be subject to review and revision in case of 24 Gage Galvani7ed Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, '01IIIIIIIIINNO . A. Jk A: q,�Jk A. 7111h4IN a Building Code change that may affect its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. � �� 1 r?. .. � .... .. �01 I1+ �., 2.-EWDENC E 5 LrTf.v: L_J" Maximurn Anchor Spacing shl hil. as indicated on shilieft 5, 0, 10, 11, 13 til 148 ..,/ . ,�UNII;� -.?p Ill ___ .. . I kiD-A - - and 18 of 18. of Product Evaluation Document (P.E.D.), draw" No. 20-175. * 1441 A .- 1&7 I 1 L� ZI.-P-11MUCT-EYALUATIll DOCUMENTAKILD,); 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to . * 2 -, : , 57-X * I Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL', work as a non-pDrous storm shutter assembly, as per SSTD 12-99 Standard, MTILL - ' - l TOT TIACO A0111,1014 FIRrokos l P E. REPORT 20 I GWIl $-A' O&VANMED Vill STORM ~, A 20 REPM Kilni I � slinell I thru 18 of 18 prepared cy Tilteco. Inc.; signed and sealed by Walter A Tillit, Jr., P.E.� dated 07/2712020. This drawing is an into I ".44710"'I 6 -, 10"! 7,",A- U PANI.I. � 170 % 0 2"r*JV7jJjA11 �/Alllt * r�--.. . - - ..., f Ill I , ��/ *' I esi'll,0111AIJ 0 iii Evaluation Report ,Xt,?l .. . ,;,- 1,1% ... ' ""' '�-' I E I `/. IS Il - .4phl- , oe�l�� ..... ... 0 ""' .. --\ e . . " .,,* Ill To. I 1 44 Ell zp , .* V 1"HIIIIIIIIII"Ift I - - \�r, %, .,4 *6 <7_'-je=� 4f -� . I - - " . 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PANEL � t & I SIRICI.W ,., , ,", I � _ � "" ,__ T� - - _0_1 ELEVATION I ; WALL WOUN71NG INSTAI I ATIQN WALL AN MOUNTING ANSTALLAL11 SCALE 3/32'-i' � I SECTION I W_AAf 3/r* ,. - SECiMIN AALE 3/8' - I' 4-.11. - 1.11 OL�@-� I . 1', . i .7- 1 - - - 1�)" , I ql�;N` - - I � %TE1_Qh_LjEE__W. i', �y � AN- 5_,5TLb( WSISLARLIk- IP�___ - \ . 11 I " \_-_I-=-_4��, ... , -� 'r \./ . " -1 -- - .- -1 I Uf SAFTTY ST04M � AN I ; , 11 PC I OCAtED AS AN END PANE L OW % '- , A',' I AN L) ,�, - - - OREAS AN IN'TRO- IN- 'AN, --'ANEL LOCATION IN IMTWFh Fit" PAI'L� 01 � 'INNATIP LOCAPPIN LIFE SAFETY PANEtt� W, ,,I, - 'ICIT OF INSTALLED A04ACENT TO A(", . ." 1- . (eu zwm - , - .* �- f ND It I fW/ OR W/o *JGIN All VIA, ", � ,G .11 ') 2 LIFE LC PER t��STOZ PAREL CQN%C,7� X U. ON* GALIARNIZED STEEL SIORW "ANt'. A!� 5f J10ft-"_ ! � . S�EE7 2 Pot r�PNG l' C L. 5,'3�'_;' 1 THIS ITSELF TO OF kIWN11, X�k 4SIAULED F140M 14 MISIDE OF STRUCTURE JI L'FE RES TOP TW� T'L fL .,LAAAc,HEAP(D& BOTTOM TRACIP To ..... 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I .1 I Y.4111;4� .- IN I, � , , � � I - I To I : 4 PAN No a omko ,Il � 11 I 0 � � I I : I � I 1. I , � , " � � � � : . I . I I . . : . a -� I . � I : 3 11 i�- ! ; LD' I I � - - mw��- : ] I "" � I : : I .-J -, , I M`Q'#3PANEj,ATr " W/ #- 'O'# PAREuNW`E PI.LrS W/ 's . 132' 0*0 NUT *tU" 7/5*0 . 3/32* AM NUT WASAM 0 6 `/-1 O.C. OILI�) POURED CONCRETE Pl f0K<.kIk OR CONCRETE TRACK ,IN 11,`,,,RF I" ITIOCK f4ouon "GOIREC WAI I IMIOV�Al I ATIGH MALL MOLKtING 1hLMLLATION SECTION 0 REGULAR PANEL _a q.-UrE_..$AFETY PANEL . _ __ _ "*___ IALE 3/11','" _ .. - " - 000Ki"#ok44 IL11L 3/8"-l' "I [__,__,"_, _, I _., I. _ - - "W AMON111I M ve. ,/.,. -=RN z0t��%T!�44P 11, ". " 1 47-0arq�I ,_" _ "'II _T;-'1�1;1�.��, D, _ � ---,----"",-- - I 0 - � lILANA .11111z- -'r. INI �Wrlckk% AND -- - ��oo j 3 - � - I .. . * . . AA .. I I I .I a I .Of IMF OfIlk'I All 'MCKA111) CH IMIS .,-.z i�)Fj -I - : . 9 FLORIDA BUILDING COVIE (NIgh VOILII Nurricane ZGNN@ - - 0. I A..,., - - - - - � A To: * .1 INT 2 F11 I "IDIA1 NOXCC ANCIM SPACING V - 1 3 qr - i � . . VIM ,am=. RX. 20 GAK GALVANIZED STEEL STORM PANEL 1p ,, NULTft`1NQ SAAI s.ft" ON SOMM" - �j!!!�" " �o� - � - WCM .S. C, , I . 4 -- ---- DOMAIN . L�--. .1 - I.- 1INGNNYK - I- - -1 � 11 O� 7" 4$IUAM � - FtIOATEJ& :0- Af .--- -NUL -�> - GLOM PROTTECTM PRODUCTS. =. OIL I IN JI., �, -IIALAT, SPACING "TOCAINED"' , 'A' ), , ,�I . F'��=:!-:� C =11E:C:� I �nc AN, - , , I IINAt"AIL WINNIED US" FACTOR I "/r . i "`-_ ITZ 0KRAT40% To K MOSPILL memo - - . � "I"""` ""' L 0 `E" ""A" "A"A"I " --.. r . , - , - � 11� * NG - - 11 - . - IA, �, -I" 11TIC ON THIS SCIODI , yr I t -- I, �� - .. - - - - - - - ... , INTIRNE '". OPC ft , 13114 ", 20-176 . - -- - -- - - - -- - L - - 4-1.1 .�� I-..,,- - _ )M -. NI Fool � , ", � - - 7W- OWF-C FIN I . _ T - �� , 4 �- WWW I_ 11 2U%.1`ANA"AX�"GA" -- -11� . I I . -!- J�� '. - - " - --r- - � - _ _.� - s� A " to I . I - I I - - -- -- -,-. , - � - - "I. �� If .. I;,, r. . - - j . �- iGENERAL NOTES- VALID F-7 ITIANIC SMAIM . 11- 1.1�,.v IANI, ,;HOWN C�,,;,TrS,PAODUCT EVALUATION DOCUNI (II HAS FRI vTRj--kC FOR COMPLIANCE IN I � ,,, "',", .,, - ,I', , �7, III, O` IMF .cftOA W."ANI CODE ClIkX-1 -I'l iwill, lo Ikk Ni ZJ FfIM141I AS PIP SAICTICA 1620 Of THE AGOW MEW(WILO 0m, WIR A WNNO SPEED AS REGUIR0 01 If,i .-Jk�-(ACNON WN(IN THESE SHUTTERS WILL BE Yk',,?&.�I I AlIrl TO" A DIREC 'ICANA&I" FACTOR Kd-O 85 11, �� AL.1 I I I b FN1'J SMAL 40T EXCEED INTL MAXNf,J%,I IA 5 D OES'ON PRESSURE RATINGS GFI[KCAlU(, ON OlTILTS 25 Or .16 IN ORDER TO YERI" lot A80VE COhOn"i, 0,11MATE OF'SICA; FFINO COAX, DrTERMI PER ASCE 7-6 SMALL BE FIRST REDUCLO 10 AS D DES" WIND .0I III MI -,cI f.fM 11, 0 1 " OW." 11 0 .0 COMPARE THESE */ WAX (AS.0) Ot.V(,h P"fS".f PATifto ionI (4, SmRilt . AT 215 :N ORDER 70 VERIFY THAI COMPONI "D ANCHOW, CS THIS PED AS tL1,TLD WERE NOT OWN STRESSED. A 33% AILVIASi N ALLOWABLE STRESS FOR WIND LOADS WAS WE USCID IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS KEN DETERMINED W ADOORTICANCE WIT" FIC.S. 2015. � %�I,. '.."! � kr, ,, I, , I I't, W111 AND FAIKOIN RIESMANILL MAJ BEEN VERIFIED 11 A,�COATCANCE WIN SECTION 1626 OF ' IMF AAI LIEWNDNLI1 W04, A, I-, � QNL�FPATION 7ESW. tABORII NO RiP(PI 1 2032. AS PROTOCOLS TA-201, TOS-202 AND TAS-203. 7 THIS SYVTM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF 14 OPERING .�I:fsllf`?�', 1.1p, OPENING fROM THE N�Wr W/O THE QSE OF A LADDER OR LIFT. TO APPLICATION IS VALID WHI IFISTAtUR7,014 f� �klvl[)FO T�l 91: PFPFORMFO I.I..., I F, :1 - It I -1 1� - I'll T IN$ 3 , r "" r,, 1'-' " L ""I'l ` 'I'! I � AIN I TO ilticl I AIM DOOR f HUNG STYLE WINDOWS WEN INSIAIJ AIKII, ',, '(I ��M,":�' ]I & P1 III DRMC,� � 4UM rIIJ N1.1.4 ff ' I-,,, IL1wF 4 SCRIS 70N) INSIALLA 1 )UN IN A)", LI.A00 I, ,111,�- A'.'. DOLIHO IIUN1 AND IJOMj()NTA1 SLIOM STYLE WINDOWS WAN I NISTALLATION IS REQUIRED TO BE PCA;ORQ[O FROM INt INSIDE OF STRUt WRE I I A.1 141JINFINUM IKIRILS�ONS 10 ILI 6063-T6 ALLOY AND TEAFAIR (UNLESS OTMERSII NDTCC) I - 11 - S"LLI LICTAI. V110 AT CLO1111" 5NAL- MAYE 31" "I* AL101 '. ALL STEEL SHEET METAL PANELS SNAl- HAYTI �TR�CIVFAL QUALITY STrr-. Al,tv A e5j GRADE 50 w;n. GAI,kA2(O �,lLi � DIFSIGNMIC" W/ry- 5415 ITI&I (AFTER ROLLED) I� ! "O"Is A/ %O '. ,.itc ST ENCIM AN "' M & SMALL COMPLY II T10 ON &J�WRTI CODE SECTION 2411�33.41 � I '-.N'� 11 frf .',III Il-IT11 (AIVANVEC STEEL. OR AW 304 SERIES STAINNASS STUL IF`, Lt -1, lf-�VI,v "FILL, STRfNG74 I '. I. , , III 11 01311:1w� .. ", L . I I I I I I I 11 � I - I,J4 AC 3 -C 0 ff, 4 T W PRI VC (VAF J- 3 1 9 2 � , � I I I � -1. I � , 11 I � I I I 11�� - - -, IT � � III * , A� K - 0I ANC,1110I AS MANLRIACTIM0 11 DEPTALT' JNc IVI 1'e. M1.0 po�, ) i . ;'. 11 I,,,11111.11 FIFFI 0 4 PARELMATE PLUS ANCHORS. AS MANUFACIURED ITY ELCD CONS7RUc�1XDN PRODIXIIN � W-3150 p,, I �� F : I , , ,'I'. III, " , "If IN't 'T 0' rAPCON ANICHORS INTO POURED CONCFI� E SMALL. BE 1 .3/4* AND 2' FOR PANELAINIE ""', , , """"' " " L, ,,,T.I - -L r�,,,, -4 I , �" I ,'� IN ANC-Vtl� SMALL BE IS '/fl,' '.': :,'�'-if IT Nib EMBEDMENT %TO "� , , !��Lf AJ4w FINISH MAT E14AL '� ' IA! I . '-' I/ 4� 0-20 SIS SULAM , I.10, , , : '� 3 '-L� III LOW ENO%C,14;--�'L�L ANY 1%,S.� IAN7 NIA, i III, 11 -N,.A�.I ,�/4- � ` � W10 ANICHOAS ! 4 I! l, 'A" '�l PR(('AST STONE. PRECAST CONCRETE PAWLS. OR PAWERS BE FOUND ON 'AC (A.STINI Wk, `,+ I I I � � AN( Ili- '-I4ALI BE LCING ENOI TO REAC14 TIME IWAPI SIPLACTURNE BEHIND SUCH PAWLS. AW�51I ',� L "' " "' "' 4-:, " , " "" "' A '� (81 T0.D-F!'I,G CIONCKIE ELIO- I.,. - I/.- , 1AECOM IIINOFFORS AS N 1,� -II ,�T 1 , � "' " " ' - _ i/4" IF x 716' rALK-Qd ANCHORS, AS MANI A� I ,Al lI OY OIL.,. , 114C if - I ".1 .. , , - 014-10 PANILLMI FEMALE 0 AFFID PANIE.LNATE D�,A ANCHORS A, ,IAN-I�:I,REI H� _, . ;-. lcr�-,N i PRODUKLIS Cf--2071 PPJ) F 81) U"MUIA EMBECTIAL I & TAPCU6 AfYI AND "ANYCLIALIE r[MAR, 10 A, PAINELMAII PLUS WTO C,,,,m PIII -.4I RF I 1,1,," III MROML;M EMBEDMIEWT Of 4/4'0 Y ","O' rALK-PI AMCMOFS SMALL BE IS I/O' MID CONCRETE, No EMBEDMENT INTIM ANY rlA,!,..I MlITERAL Y4WL BE PERMITTED 1/4' 6-20 SS SOCNAL't DI USED SMALL It LOW EMOUCWSHOI ANY nNMh NAIIERIAL CKI 10 ENGAGE 3/4' INTO ANICHOMIS 8.3) AN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS SE FOUND ON THE EXISTING %%U- AWNCIRS SHALL RE LONG CNOUGN PO REACH THE UM STRUCTINIC OE)Wtl> SUCH PANELS. APACHOI SMALL BE AS WEKr&= IN 9, I) AM IN 0.2) (C� AN�Mllll" SMALL Or IW-AI !FOLLOWING ALL Or THE R1f1OPNJEW,1A'IOlO ANT) SPEC,,K-110,,� OF 1-lE AN(,L.,R% -1.11-.�-. it IT S"AI �: 3' TIF Nf�pislekjl, OF Im COMPACTOR 74, AlIFY I 'O""ONJI I% 'I'[ ';'MLr.-TLRr WHERE SMV-T(0 M TO � ArTACHF: Te� iNI PII ANCHOAACA 11-5 ',H1I-7IR �11&,: CAI Rj At7ACkff) It) (ONCIFFIC atc, ON Woel PYLAIR, 11,11,[,�Irvl. _A 12� THE OW*LAATIM OCINITTRACTOP -I Ic %iAi,,I`CA0IK ALI SHUTTER COMPORENT CODES WHITH PENUMN PIT CONTINUOUS CONTACT Ton" TW HUNOI 70 PTIOWN I WNW)IR*M WTM.P" C^KX AM SEAL SMITTEN TRAOIS ALL AROUND FULL i.rWall" 0 -,I(m PANE, "ITTAIATFrom ,awl cDFI ATH SI .W.'ri, , 'MY, ,R,NAW, PLUS ANN OULF01k,0 NN,I 'I"...I, , `tLtA-"1.)N� PAONTI IT, INO . AJ"r.MOCIOk WHEAT PERMIT IS AI TO 14 ATRIUM "SNOOPS AND OCIOn. IV- I I FlAhli, I-ILWIN0 PATTEL 5'StEM- 15 PAWIT ' (a) THIS PROGUI EVALLATION DOCUMENT (P,E.D) PREPARED BY rMOS ENGINEER IS GCWINI no DOES NET PROM I& "romollift FOR A SITE SPIECIFIC PROJECT: ,... WHERE III Set CONOrriONS DEVIATE FROM THE F, C 0 ft� CONTRACTOR ',O BE RESPONSIBLE FOR THE SEUEACYON, PURCHASE AND INSTALLATION INCLUDING ort SAITT'l, OF THIS PRODUCT SAUD ON THICS III PRDAM NE/sw DOES NOT DEVIATE FROM TIME COWJT*NTS Ilf 1k,,jc ON 11,,� DOCIJUENT e7ONSTRUCT10k SAFFM AT SITE IS THE CCINFRAC�TOPI KIPONIS,11PUTY (4) SITE SPCI`�C PRONIECTS, %PV" Of PREPARED &N A FLORIDA QLWTSTERLD ENCIMEER 00 ARICNI WHI WILL (L 0 R ) FOR INC PR04CT M40 0,0 WALL K RESPONSIBLE FOR THE PROPER USE Of FINE PC& ENGINEER OF ACCORD. ACT" AS A DELEGATED ENGINEER TO THE III DIWVt. SMALL SLARW TO THIS LATTER THE SITE rPECiM DRAPIFI FOR REAM (e) THIS P E O�NTSTNAU PLAN THE DATE ANTJ ONwIRA, SEAL A90 SKNArUffl: OF THE OROFEssiorTAL EmIGNIFEER or IN'(1101", I 11 - I'll"I 11 TO STORM PAT,k� PAN�IIAT`,A�RS ,AKI, fNW1 RL -'�Tl: IN 4 ItALIttf V�SAII,i L&,AIN)" A; ',-AN fAhtL ,N IccfIRICANLI, FTIH SV�IICN 110903 OF FLUNIDA 116ILLIkC. LC�O( ONIF 1AAFj �NALI. Or Pi3�Au"Op [,,f,� 1PEW11L. � API`,I'A� f0 �OIIIFIT AITH SECItA 1YO99.2 Of TMIE FLOROA SLAILDOW. CGL( 411�lk A. �N "'. , . ........ ;01 /V"�CENIII�--.!'?+-N, * , I . S i ; I, 1 : No. I z . - E III � : 2 - . Ar ,*E � . - . . . FIORIOA RINI-ruNG COOK (Kgh VIF-ily NI -'. Z - . ... , I . RLY,. INK FIT . . . . . tO ..." � 20 GAGE GALVANIZED STEEL STORM PANEL ~ W, 14- .- 1. / . -- . -- ----------,---- ---- --- � N ,\ \ GLOBAL PROTECTION PRODUCTS. LLC. P/n/3m I 10, / I i L I E C 0,.. .MI. Il 0111- , / NICCR - a .Nwmcmm -� (", �. I, Aff .. .Z .r. , It, a." -�s. M mo-Xo-476� - I PAN 01- , gm� "oc pool 20-176 .-..... - *- am"o RN I-, 'V-'-IW,Uq b.�M#7,0 RAN, , ,PW wftnp A. ,tur, I - now J, I 1"I I i M-- i ; f1T TIETEE P *= 11 Q` AT I------- ---- ---- 1-- � INSTALLATION QgTAILS FOR SERIES 2000 A"- 1000 E-Z HANG STORM i PANEL (1) INTO POURED CONCRETE ,9R � -qQAQffjL-DjM pumm � OVAM '-- I .11 - , I �-� - - - - 6 ; -7 - -...-T, I -� j� r- -� - 4 �- .,.- I 1.1-:11 I " (- IGNUNU -- "S Mwoo a 65) 7 - - I I . - ., � 1 !----4,,,-, �`- ;:-, I .I . - I... ,6 ,. PXTI oll 1, ,- I- -.j \ f . .. -I -- - XAIT� .. L, I , P � I I (A C., . ,� - , "t- ---\\ � ,,; ,: i , .91.1. 14-j I .Ir- " �� -P '7 � � �� - ---: I =.- - - I- �e I ? I " - * --, , ' - - ` m I ��,, I ill � , , - - - , 1 4 elf, i-L-- -V I , io^ 1, W, `il , � � '7' -0 11 .11 =WWk - P \1. ) !� . ffy �, = I IF 2 , �, I I!I � ,.1,-Foll/e 1 7' , 11P1,1146 'INUMI \ I �11 - -- T T,,-... � � �..� ,L T r' I-- . I , �, j No* P, ` I . -I-- ; �, I , + 1 1 1 '. OR - ", - --4 I - " �` I - 'i. � -� I'. 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I- SICINNI Pl IDS �,`1111: 4 -J,Ir, � ,, d, LI IL,lMI-,l I; k, I 0 �,ILC UN 16f,* OF ;l,LL AcSOVIL MENTIONED q,ODE FOR A SII ' AMINO - 7/16'f A 5/$' WOW ENUSW;, AI DISTRIBUTED By ALI PW %*RVA, 801 1 I* ISSI' 'kj, IL I" It FOR A DIRECIONAlLjTY FACT SPEED AS REQUIRED IT, FILE JOPI!& WHERF -ITOITV -':ILL .Ill �X. 149AAAE'Q� At I I OR � IIII-tal, I ASCIR 1-,6 MIL, 'NLAL,, NO E.C.L0 INNI NSSANj1A (A,SO) GESIDN F`FtLLSLtRNE LENNIFFICS ?NOICATIECA ON 'TI007S f: 1) MINA" THINICAM PENETRATION INFIL NNOWID CC OAPCOM ANOINOW, M.-t fl� 1 I , ... �� I : . , , , I I t, MOT � � �,111-1,01.1 A 0, -a AM PANELMALE O'CANALL IV IN PLF.R ItERAFFIFf INJ ANACI T]ONDfq1ON, ULTIMATE DESIGN WIND LOADS OfTERMINLE) lIFR ANSCE 7-16 SHIMILL K FIWST � IILCLO to ASO DESIGN PRESIIDRJ� RA kWI IRV MOULT)FEE,ING TIiFM ER, 06 in ORDER To COMPARE fHEFA NON/ 460 ASO� r.2) MNOK�m NK NIVOICIREANTOON" OF LACC 5WINN, ONTO VHl PAOCO FRAME 1JNfl -,,I,A��, Nf � 1/2' It, 1l"il M 0�IT E�j 04 PFICSSUAL RAINFICS INDICATED f�,N"INIFCF15 I. 9 I'lla. ;� E 11. 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T41S PRODLICI CVALuA`IK-N CoCum CC, I PREPARED V THIS D40NEER It GENE�, ARC DO0 &�' ,�*I,I`Ii '�R6(At E`N"HEA,E #14-10 PASIUMAIt ItIASE 1) & PANfINUTE t%"!, IINCKAI, AS Y4"ACVRLL By ELCO CIDNIMIRMTKIft PPOIDUCIS FOR P SITE SPECIFTIC PRI :, Or r-i jqE CONDIVAINS GENNI MAN THE F, L L. � 1/4-0 ZAAWIl INI AN', III R'L, AS MANLIWI-IlREI) Ill n[WILI 'W (b) CON'"Ac TOR 10 Ph kf�pw,AI NOR THIF �1711'ACT"CAN, PURCFASAC AND 114SIALLATION "CLLIDIK ONE SAFM I "', `R`['L" ' FUSE I - �, ,I I 11 P.MUOCI, "IISMI E'l, INDI OkWIF. FACAP THE L'C$=rKONS UtAJLLO ON rW., OFICUMI A �) MINIMUM COMILEAMEN' IS IAIFCDN INIL.I.IFFS INTO PO-Af�] �ON(1117C SMALL ER 1 3/4-, 2- rOR ELOOD PAINELLONFATIL AIFC - , YFI ,&qI, or !,jq. l�, DilL ((,,�.�ru;;S HSSANONANSARNLRDL C=1 � ,I/'- FOR �WAI- S,,,11.1 .90+01�`, (" I'l PROOLICT tvAl XX:Imrh;� VINA ON! COPISIDEFFIVID JNVAIJO IF FICI A 2) 'r.ALK 'M & 50,11 "'fu AIW-HND�. 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M -PANEL 'L INSTALLATIONS JHJ_Q__W_QQa_STAUC1U= (VALID ONLY FOR PANEL 0IN'7Ai_LA'Itll AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) __ __ . .---- - __ -1- _ - MI k N D� mAxAl ANCHORS SPACING FOR E.D . AS t,K)OIN ON SHEETS 6 III I � - - APPILICABLE - -,- __ NULl DES" PREISURE RAl TO ALiti$.KTW-� AIl Pmr. LEW" IL ___ ___ I I AOl WSWIC (P-. t ) TAPCON j - . or THEM (" ) 13. I.,. . ij, . - I' I 0 'TOP) - , " 13' I - .. � __t3 ,�= - � �� 1 It 4, , '.) I I 6 1112' , 1/2- r I/ 7- _ 14 ,,f2* __ - - - 6 1/2' IV (T(r) - - " - - - _ . __ a 1/.4, L 2;--- - 1, 11 -_ . -1i'(B Is l7i�' " wril � SOR . ___ .- S'-- ." . '. "" - - "' (lop) Ill � � ", - 5 a. '. IV (r4nom) W 1�7. I 3, I... . I . I— I 13, . __ - __l - .* tlrv� .45. -45 � - . 13* - 13* 13, I 1, 13' 400 (9l on LM W 13' 1'. , I* a I/ '. I* (TOP) - - - W 1 13. . , . 19 (WROW) - ___.13' - 6 I i2� __ A ,/I" __ - a LIP. - t t/4* _�:___ 6 1/2" .__!!(`l .1 - __ i T/4-__- - ,7 , ,I- Ili- T/�-- 2w �_-) ��;,,,- , --- � _ - .. /2- - . �' - __ 1/2- - 6 I"j, 1 ___ . - W - I .. _1!gl!1_ I 14,- 4* _-, . . ;":* . "". _t _ '. _ -, 1� � I- (WTMM) isl I - 10-1/" - [ � -2. , - .- I . I' . I II, � _. 4 � . I �. - ____ �. * - I I'io - ,,,,- . " . - __ --..- ; I " K , 'l, I A Fil (WON), I MAX AS.D MAMMUNI ANCHORS . - SPAl l E& AA AS S40WN ON 94[", C Is 2 APPLICABLE MAX00,41 OESGN __ __ TO A 1ERWIT'll PANEL --.--- -'AWL"IT PANEUWIATE "PrSSUP". RA'll s A ANY tritim -1 I '. TAPDON LAC Sll I I'MAL It ,O PLUS I ell Ul ,Ul tj , I- l , - I- - 11 . .. .. � ---.i-,:- ! I l - _. -1. � ,3 . ...- I. o6t) ___ 13- .1 - .. ___ 13* I - �- , , ___ , ,,, (got I - 6 Y., - , , /?, I_ _13, 0 112. , , , __�L__ 6 1/2' (TOP) , �. . . -_ - . I ... a ... I . /4 . - III y 2' 1 1.11' -1 5'-O' 7-- - - , I/,. 1. .. � �Bgn -) OR LE33 I 1/2' 9* �_ Ill - 16 pol",w � __ .. I _1 �- _ - � . lt 4W tr(P) >.45. -45 . l�' �. I :` I :I- � J, 1 . 3' I - Iee (Wrial To .75. -75 - __ Ir I W � . 3' _L_ -_ 10- --- - ! is, (MR) 13, - ij, , 12 ,/-' I I a (Earrol . - 4 yr il� !j, - . _ 6 112- - - - 6 `/21 1 . ,21 !! (1!�) . ____ G_i�_,' _ _. 12 1 /1' i 'l , /., _ ___ IV !�n 1 ,5'-O' ...... __ 4 1 iir - t, - l I/?- .. _lll .- 1 112, 1 . --- _ . I� qo!). - To -5- '. - """ , , I . ___ ; I , 6 � So Tormal , - - T�F "" Z' �i; .. __ 1 - I - 5 112-- - i �* iic�j � I- _ . - - 1 13- , � � - - I' . ___ _73 - _____ 13. � W, � ___ .--. 410 (111101110M) F�T;llau -F - -_ T - - - _;l ! - SEE TABLE #I FOR MAX A.S,D. DESIGN LOADS & NVI PANEL LENGTHS WHEN SPAC ii;z 7r, WAX. A.S.O. DESIGN LCAl & "Y PANEL ZFW,�i�� ,j,A7,; ., ,-� ; ,.�(L). ,'(1WESOCINEmill OKAY In AJTFR%AFF 2W ON c1#tI A I I USED. COWSPONDW, ON1Y TO ALTERNATE 211V ON '�117171 6 1 .- - - __ -.--.- , I. _ _ __ __ � � L_-, -,------.-.- - A A.3.1% OEM LEAD mkxsw pol LEKWH 40 Psr OR tf�lt; 11-8. > 40 PSF TO 50 F",F V-2' 1 > 50 PST M GO PSF 5,-I(r a MAX. PANEL LENGTHS ALINE Oill VALJO FOR INSTALLATIONS Wl PANEL IMAl ff,MALE IU 04 ;'Al L MATE PLUS AN(l & Ill " ;;#W,ol 1 �2' 0 C. - CIA A JQ 4i 0..�.. tl . �.. "" . . . -P % . . , ., -ENS, " 11. . '"* . \)P . - , Y' - I . . : 44167 `- 11 f , ! _ . _ , is w IF . - 1 -q� ATE rOr� _ 'l . A � 7 A ')� A a l _ . A ,oll .. .ii ., - ,/� . \ / tl�� s, , URI . .. . , "q & . , , �. ; � ,� """"'."',�, �� . , A, ....... �,_ . . I ..- I I FLORIDA BUILDIIIIl CODE (NIPh Nigh Velall H.,,I�al Z)j Resit Ill", . --- 24 GAGE GALVANIZIFO STEEL STORM PANEL " OV" r / , - - - � I . /Me I'l T, LM � ,_N�C�m PRO , LLC. __ __ . MOW So 11 1_i� iL� TV -4 Rlwid.;,;��, r., 1. .'ese QKV- , "". 20-175 I___Rft _.fAeIs`1_ �:�_ (0")NS-"1 Ill I'll. ! *owl* -, , woloton I - J:.!�,� : ;W T"l -I -11. A, - , III, t 67 t ki - ; ftE=_=_AedyM�_..__ :. I I . �%I It O' is I - _ ____ 1______1. - � ...-------. IINWALl DETAIL .. . . - ....._____ FOR LIFE SAFETY . I - ----. - - ___ --.---. i PAN -Ell jHM_FlO.VRED CONCRETE__QR CONCRETE --BLOCK .- URKTUM . "... "PIO, =Mtl 1/4 " TAPOON . k""'ll I'OURED -1 a 9* 11 OR ,.-OR 0 9, Ox Cow.t-t, 'l, 1,1: CONCRETE SA)CX IT 0,"" V I 11 Co"l "". ""' i ; . Awavol I " ' - ; 12 - ) ' I � , � , ' '-" � � � 4) I i I � �� L I � 1. ,/2' . '�- I I - ... � � � I - ' � ; 2" ! - � --,,. '/A- - - .!l I J, ,/ . � I f1t i"It i I ED- I I l D - '�L�L " ." I 1, , " � � � : -',/ �_ 'I, �, , 1�/��, 11�11:1 1".. . I . : I , I r , r�,��,' t , �111L- I ,,,� I �1 i I, I .__Z� - I � r (I-) �� I � i , ol , k I- .11 I 4 It -SEPARATION f � 1 Ill ,%)� "T I4',A`SZ;` :111) , , I TO GLASS .,..-.I- � I i I A."!l ',Al� I I, I _. I UI._. .11 I 'O I I lt�, I ; ; I %.l 1.1bi"Ilill � ! I ; as. I I I I I �Lfll � A, , I . . I I I � `_' MAX : I I � PAl - .1 I. � , I A 11 'I "LL"ll i 149� _ - . I Ill . (SEE CLEVA K. : I I . , ��l I ON SHETT 12) � . I, ,;,"t"I"T 0i 11 : " . . I I � I TO CLAN 1 ; �. ! . ; I , i Ill I ::� � t: � 7�7�::,' : . 1 � I , ) L/2 I , I , 1. - , , o i i - 1 ` I 'L.1 � I � I -_ I I - , I I 11, i I 1.4101C .Fr� too ,�;.,Y : L ; I I ; * %Mii : 0014CAM CIA I 11 ,,, I 1 115 I I CONCRETE BLOCK ! J� � 4 CONCRETE , "ECUPIEC �, `;� 1, It. 'I 1-7 6L INEOUIRIED I � ise'l . _A�____, 1 , I - - 1� .� - � I I I I � - - i ,/4-. P-1, _,L, ,,LUS I 1 awsialt ,/**# PANELVATI .; , .. a I Mp"MANEL I A.CHl . ,.� � � " 0 e I.C." VIC"OHO) 0. .- WALL NgAl I - - �;� .;;,- I 11 'At S.0-111 15 A 16 MR ANCHORS i�n 1;;Z Ar�, A SCALE 3/8-1- I NISULLI':�Aw�,.;'D RODO FWAN OL4U)M �Ift SRACUIOS AND I il. 01-1 I AAf - '.." .1 Itl �401ol - L I I- � 60CATED, , "'I'll Rol owl SP.C.: 1, mAlftne S.,"l ,.,owl OR SCHWULZ III( Ill � FOUVAM FACTollis r A Tom Opoul To a Panel " REDUCDO SOVA)M UsI ,15ING FACTOR S)e" NOT K i ! iIESS THM UVASUP ill oj�%O JOR EACH AMOHOR "It ON THIS SCHEDW I Y,0,..oI,ftAl A 7111, : _.- -_ .- ,/... I ve. ! mom in ,Itl - - -�C'EkZf, .� �i\ . ,_pI, FAMCAM - __ _____jb1!`l pl�- !10 -1 _ oll I 11 9 : L"I.0.6 Zerl � � _-, .&;�_, I A ,,, A1.1- .. S FLORI A BUILDING CODE (Non High Ill H I : Neseloo - I - . - _ _ - z It: : z "l 111c.t' - 00-11.1 ,,,,,I,I_gtol . I It, - . * �* F 24 GAGI GAiVANIZED STEEL STORM PAWL I "', "Ill i . z . . . - ' _ ll I - - I10AI . - - �l GLOBAL PROTECTION PRODUCTS. LW. ""."' --jdK 6-0 soma fACM i _` STATE 1�;� . W - - .. , I,' 0 . IS - a . _�w I 0, � I Il , 4- . - . 11LIEC Ni I . I . I �11,,,. L ;;,, l I .., .M,. I 1111 -_ i � It" , "I Il 1517:1-6-60-al"l a" ...1 0"le. '. " - 1 20-175 \� "" I ,L*-. Y�/ , . . �Oost I'll'Ill (O.No-l�s, 1. ( � � URI ..... A; .1 I I. "Jwl L- .1 I- 1. I , . hr, .; __ --- -, �. -110 " - . � !�,"l, L_'l , . I , _` i I .4 011 - 11jll - A, _', �, 7 - _. _.. _____ - - 'o.ftl V, I I- - -4 _ 11 .1 Is L_ - - � , - ___ - __ - - E "ool .____ __ ________._____ MAXIMUM A,5,D,._DESIGN PRESSURE RATING_Lp,5,1_ - � . . ______1..._.. All CO �� - �, _ _ -_ -_ - ...____.........1 I i E I FOR _ULAR STORM LLATIONS INTO- (VALID ONLY FOR PANEL(DNSIIAIItt`�� 1, IFI- ',zC,'�l I THRU 6. ON SHEETS 4 & 5) -.------ Ill ALS,D "01ML. -4 "% PA,`116 10A MIN E D PER SCHEDUUE BELOW * DESKIN '- - - __ - � ,(��, j PANrAJIASft PRESSIURE TAPCON 110,S) lil.t PLIA ZA"A"Al KAlliol I � . l in %, M I"; l -F:--%A, � ,,, l . It k =,- 11 - _ _ -_ A L, '.I' I 1 4, .- A$v MAXIMUM ANCHORS IPACIW-, FOR kM F rl vil i; lill,ll,l It .-LICARILL I �A:O. I ' __ PANELMA It AN,.,.l . 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'/I- :, . . ____ 13, ___1 7- I/ 2 - I - 8* - I r . .1, I '14 r 1/4-16 _(iw) -, (90"..) . j�m 13�_,___ ___ A 1/4- 6 114-i. I _ t I , _11_1,U_qr,I 1'_." I� .I.M 1119 a Sol Im. O.St'As'alm ROD LAW rm%c I I . Z�%r t`� - -.- 4PPE POUIROC - -1. - THIS 00"COULL ,- ,,� I l ", 71, ;o, KI"Lu REDUCE Aftl SPOem or k"Trl SPACl SHOW ON . j -11-1111 LI ". I'xil-', I.RAS FOR " QPMMN TO K PMKC. FZDU= SPACIRG ,, I:. I.. I I-O' . .. IT IM IHUR Immum SPAC V, MCCATIDD MO EACH ANCHOR I'Al - - 1>111' -.-.. � -- - ,/.*. ,;.*. 1 ,/.*. ,/.,. 1/.-. 1/4'. � APICHICIR TYPE - - I -W-11. ot"'U" 1 _. _ - - - I .sA . Il. 1 ,7w �.W-Nol K ! 1 3 1 3 3 I I/)' �_O ._l 1-`I"T"T_TT , I ,, In. I r 3, - , vr_ " i A l 3 Ifl I, " , -.---- ____ ACRUAL EDIDE owma iC _0 "I FACTOW .--. . _ L � � .. . ... r. - . - - , "'. , I. 2 I/" - Il I . , , , . /,- F_o�_l "I I - ___ __ .. 111"Ar:1,46's 01, =IS USED. SEE Ill III I FOR MAX. Al . IfSKIN LOADS of - MAX PANEL WHEN SPAM " IS USED. I I - L. _ - _ � � - ___ __ [ __ ____ - L- - - . TABLE At A A.S.O. DESIGN LOAD MAn" PANEL LOOM 40 PSF OR LESS 61-8. > 40 Fl X 50 PSr . 11--2- > W PST TO 80 Ill I"- IG, A MAIL PANEL LENGTHS ARE OIll VAUD FOR INSTALLANOW, , % A, SOLID SET ANCHORS & V/ " SPACER AT 12 1/2- O.C. .. I. ..... I.... ... "' . . . - ,\l ... . .. I .. - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone . . - : o.44167 i .1920 TIMM. �, 2' GAGE GALVANIZED STEEL STORM PANEL ' (_ It, *: Al : * Z I . . ___ . . It ' . .,. S ATE - -- I I L I E C 0 , ... \ GLOBAL PROTEcnON PRODUM U.C. a' -., A, -I: - - 'tTo,"st. -.-V , , ��, �;LJ,V-Riil twoorto.4 COW.0 OM S.W. 5, Twilar 20-173 , ..", � I. - . - Ro - 6IIIINAK, � Ll ., ._ (._ WAN. ILL &U . IN - - lllw;,_ _11 I Non - 1� 10 M.90-sm, - ____ A . ' .6 -;;;-T7;.--- T --iii'll _21�116 I _oUll ..-ituar,il -,,,.,*. ""'ll" .."' " _I_*`L�- , �-I "..'�,T-l. :I-----. ,�,` [7j ,Mailtg: _ , �,�. . I Will Is . 'a ;1_1VIIIIIIII!,311111 . 0. I - - 11W-1.114ta" 11 , ��#Jjuqj 11 rj:4 Bj[6l 'LlN nod �11111."0161 111al 30 sf� "I 'NOT1,11 - . - - A, ___ --- ____ E , ,4'1 1111,"11 ll�T!l% 1/4'0 TAPDON E)l POURED I , , ", I a " F'117,l 1" ANCHOR 4111 I' oC 00"l ON I ,')-.'R(-! . BLOCK �,., , "' , LK COIL qr1f fl,o, ."�llli`lr , _� ; , , Ill ' ' r , i " I ;� � t 1 I ,21 " - : I � I - � ,, /.- -, � " . I � I'll , ,�, 11�� " i 1/2* 114- .L . I . Ukx . - / " I l _ - _ , i Al I I r , " . ! I ED- � i I !", - LLL : i r - � . I I I I r" , ,� '1� , 11�' ! - 1 11 �' � ' 1 4 11 , : 11 "'II'- : I fj 11 1 ,I) . [ I. IT - WS'I I 0 1 . :� I ! ll�&'(*'��L:j:�*� P-SCIPARAWN E Ll TO -EISISr � : I I 'I'--lol , ��,�! " -, I . ^: G III, If . .A9 �, 11 _�Ll � I : : �Lffit Ito *m ; � I I" , I 11 I i .."A'I, � 1.41 N I I L, I I I I t � A . , I " u oi � " � , il. , 11 '. I El I HcIH I . I .- . I 4 . I Not I - � So PANEL LAIRCI, � , . 11 III , SILL LLCVAIK>N 1 Ii I, ' ISM CLCl : ON SHEET 12) �, � " 0..� ) ; 4� I ON SHEr 12� 7 1 4 I I :1 '- 11 - -1 I I 'IAA. .: `1 21A�S, 11 � I 9 , ! I . I I . ; � � " - j ; : 4 L/2 � : �: I - , I ,. : l I I) � � �: I I . EDd, � � I L � . . 1 I r I I � 0.) : : 11 ! f ,4 I I � , l ' * ! 1. .Llr . ; Is !2'1'1� "I ' f.__� " 0, I 1= ! i I I I a : : I I , . . . . 3".' I - � I I , _. � A I I - I � I I � �', . . , 14 I I 11" = =, .4. �,,� I'll ,�., � 1/*.* IANDS � " '"", If V' :1 C AK�oR It o* I It r I 11,T " 1-0 1% V �QICPLTE ON .�l 11 � r."ll It on L ll,pt ,I 61049 REQUIRED cTE QLL)LlI Ail = 51cj,�;� R_1A 9 RLOULAR _Nkll 0 U"SAMPANEL WALL MOUNTINGS v_Al V11-1- � 'Llif SHl 1!� a is Pl AWCHORS NC"m "M __ I/,. - I�IN 4 UAMAIC FOR WSTALIAT04 WIO VPCO- WAOLI HMAW &.six" __ _._______ - �! ±n.) 3 � l �. - - _1 _P __. I ARE Ill IN$ __�� -!Tll _ -_ 0.) _ ..._. 3 ,,�,,N� - ,jt,,4 rol to LESS INDICATED ,.� c-s Itirol `N",,I,,, sill OPIRRM I ___ ��p.� - I'll 0.) ___ ___ I ! ., .:!:111 1� Iol r ON - _Z� -Ww cio�-oii5 I%C= 11.1i Ilill I 1 13 1.1-l"s 100 NIS All K,%1`WoL - - I Ir 1% ,Z1, . - - ItICION S-L 407. IT LIS' 1 2 t/71 : .1 .RSUl Vol RC,CA,E, ro, l r AACH110 TYPE ON It" SCHEDULE 3 1/2. I I _! ___ _ _`-7 . _ - .-.---..- - � i � V0 ! AP-04 0 C &=W1011 ,?I1D 1/4'9 TAPOOk &WOURED Ail a 9, ANCHOR 0 Ir O.0 oil , I I CONCRETE @LOCK �Y' CONCRETE IILOOK I � P(OURRIED I , , � I RECUMM. , , : I �_21� 1 1 i LAI I I I L, . . 41) :I �� 112. , ./4. . 11 .. .. I :117. I 11 . � ,�: . _. L- -- . MAK. - - I ", I, I �L, i I . 11 "L, ` I so', ... ,,, , : , , * I to.to ,� , ,�, , i I �'� � �;, ! ! :1-1-1,11 - I I I I f 1"A" ': , I ! I 1 ' L_ I I I I .. . � lk A, , I I I �, i Ill : I ,V". " �,=oh, I ; k, '� , -W 0- TO CLASS 1 1 ,.".,-I.. fxI%I,W,., , - L, CLASS " � � / I w no AMS1, ,", 11 I I awas, On r-a'T I I . I 11 , , Ill I � � �� I , L gk� 1. � I I . 1 A � , , N I. I j PAND. LENGTH k ; : 6" Pl LF.l 11 I ' / . i I V, (SEE ELEVATION 11 = tLFVAI0ll : I ON PIEFT 12) :1 ��. i � ; : ON slo" - Z; � �-� : 1111� j TO CLASS !I 91 I i I ! . I � " . - i ; � I , 11 11 ; I' � r � L': . ,,/I I , I I I l 7 I : I �L' i I 0 : 43) t 1,�e /, , " � 'P��; -, L 0 - . E DA ""';` I i , " , _ , I ! I , 3 --- A I I I _ I - I I ,� I to - �L - I I TO i v4T � �%Jlo` ED .! 1"� � W oS _ " If'- 11 Ill � .-. � .""Ix . , 4 1 . I. 'A - I ! � .; 11 ), If "I . A �� . /. L, JK,,CON 0/4-0 TAPCONI All 0 1, OC Ml 0 9* OC: FAISING POLMED COKADRETE Oft 10 CONCRETE OR , Ol NETE BLOCK REQUIRED. ==.. REGUM , 0 tgh-_�-&Ls At NO"ANIEL WALL WOUINTINGS ....'t IkAtl t"Ll /l .... _�:'UN . "'I've - .:? I , No 441A7 % * ; ____W . I , : * , . If I$ I . I I . -�,§ I .- � � "I � - _. . ..... - I � / -;_ , " " FLORIDA RUILDING ll (Il High ll "L, "M ,tum. M 24 GAGE GALVANIZED STEEL STORM PANEL - GLOBAL PROTECTION PRODUCTS, U.C. � IILIECO.Mc. Sir ts�s% saw " -2 � _- ._.�. Ill ---- - -- I , .. I=, ,%---,,. I.I.,"" otil (W4X=-l$.& I DISH)VIel ; Z), III 00'soo W "'�."�O,.m __ 2D- 1 75 . - __ - - - , r KN-lipaRATURE'al .--- �. � &VA; 1. II � 11- � " I'll 11 I - -I_4W_L__!!T-t" �.;_ A. I :!il ' I ; f - -, - OCT i 8 2022 . I.. __ , ____, ' - ' .... _ ". _. "-.,,. - INUAUAT] _Q OR LIEE -.:5AEFTT- PAN � I INTO-y-M-51RUMM N \/W\1--�'_ I I . , I " � hl lADER " L"' �� -LIX. i�Axl Rcol Review Assist. Inc. �__. , t�� , , Virtual -L -_1 - - ___ I "At'. I,Al'f.��. L 1.1, _ t.11 l I I �:= .C. Plans Review completed and ap ed ,� � I I . . 1� . , I with the 2020 FOC 7th . dition rd�ft i o n I 4 .... - ... . �( 2 � I Z I � - <*"�J,-a:� 1 I Ci� for compliance nne Ktahr PX230 t by Debra A It � _. I I "). -.-- - . 1 1 :Jg��A= I . - i �0/4- ' # , � j � MAK. I I : , - , 2- . ; [ , Mitt, 1 I i � I : 7- , I 1, , .111 : I . : Ir :,I : : cj) i f 11 I I 11 "_" � 1, � i it , I I - I ! il . � A� 11 I I ii�� I . I - 1% .N1 I� 1, ;I i / ,� , , .. I -11 ; . I �� LOCO" � r-11"), It I '. MAK : ;l � IAJK..�RAL I . . - ' ,L . , : ' PANEL 11 - - ., I, lool LENG'" ,_ Ll B I (SEE ELEVATION I 11 < 11 I SCE FIVIM"D. CA ,,'If f ' 12� 0 . ON Sol '2� ! I � .1' �i I - ol �k-_-SIFPXTION I ; I 11 , I ,I I ,� i ;; I- - I 1 I I I I I ll ,O GLASS I, ! - � Ill -tAR,Lr,GN -4 I I , ,,, I - � I . "i'11111" 1*11 , . I I I 1 2%4' WOOD �, ZATF . ,,,11 '-, t L__ -, I - - 11 "O ol I 6. V2 � - __ I : f, W-71- I� 0 1 I 0 1, ; 0 a vir QC E`6. - �� I , "'. ! 41 Cl 0. �RL: ; I - 41illp" I I I I - I I L I 0 - ' . T I I � :: I I I j 2'. .' *l , -7 Ill . - I , ; - 1/4'0 PANDLIMITE PLUS .Iqttr. I I . j; 1 1/4'd PANELMAII PLUS ANCHOR 0 32 1/2' 1) C I ANCHOR 0 12 1/2- O.0 � W,&U__MQWING5 .'LA,JL Ll INQJESL "... - A!,,", "�'( ""L, VAUD FOR .,A .10, t L I .4 fp[l,��Ull ,A,114CS fos') ANO 11 !Cl -, "tA ELC,A7 "it. 7IN SHEET 12. A. f " I '�! A III FRAME �v',`J,0411*K. WOOD MEMEIF.F'� i�' BE SOUTHERN PINE No 2. Al SPECIM DENSITY OF 0,55 OR EQUAL. * - 110 .. IPO,!�-�!�i�!,\ W .,II IIl I. 're *-,I. . k .. No. 44167 ". N FLORIDA BUILDING CODE (Il High Vall Hw,ill Zone : It �. 1:�' Is ., I S10F (IF It/ 1. ___ ".. ";17. 7__ i 24 CAGE GALVANIZED STEEL SYORMI PANE __ � "I'L 0'I'AIR, . I .. I:... I , oil-1 %Z"......."All ..: -, 0, l ALIIIsol L_c .:" ...... *7 . - , .... ��F/ Z IILIECOSUC - !� "I"I"II�Ie a 1ANMR9__ �l- __ __ �-__ ___ Lom PROTECT" PRODWM U.C. MOW SA` &I svw , . "'O"'Im"" 20-175 /l/1--, A�l . .. .Zkul ,:It Al v, I�Nssl .. -- - PRf_1 ONAE, Til SM14 Rol (.m)m-nel 1_ M.)M-67.7 I __ -,,a- ____ ,_�_ - ::� " L ,,, _ 11.0ll 1. 11 -'.411 Oftwoo; - *Kws a, is .",/%,P.UhRK,.,V - .; Ill- , . I L? ' -_ �-` - - __ t .- I -- P-4:1 -1, :77 _11l a) __ a) = U) -0 -Cu > a) 4-os E) o t- -0- = _0 a) L_ 0_ = 2 a) = q_ CU 0 -0 a- . .&-II...., 0 0 AIIII.Ill Cn a) -I- '- = (D = -0 CIO 0 - CU CO a 2 -2 M ". 70 a) 0 CL C 0 �:: = = 0 LL_ Ill 0 - ,I 0 CIO > . cn 0 CU c- AIl - I-- CIO -0 %+_ l -I--& (n C:) < 2 4 z z W mi W-Ii.ea L. (1) (3) 21) MOM-0 1"_""""I0` W =) ca > 0 L_ U) CL CL < (1) -6-0 0 = =3 -0 0 CIO A - 0 cg " 0) CC " M =3 LU M < a z < I _j Q_ SHEET NO. SH 1,411IIIIIIIIIIIII 0 � i e. 7-- EZI/18, - IW/Irl A0.1"s t fSEE SE011ON tZ; a ALTERWIVE U11, ON SMIFIET Is) - . 31 9-- ', Mo '. M.A lftivi/ i i �, �1� 17T '. Art, SEA. WIL �J 1, co" --- ----I- %crE� F1 01 " 1� i� - � I - . " . ...----- - 1. I - . �1� � I - - -- : jr� .--- � - , , �, " , "''.1,11 . - . � � . :Lj "=:t-77 - ! - ------,------ - ! i � � `=;� i A .,�- , , - I - =-�� 4A, HI i , - T1 � ... � 7 , �, I'.. '7�� : , (--- � 77 ,�- � . r 7" 0 -, O�T 1fi c, � ? . . � - - I I I , I -- , f , . I --ii�� ? , ? .P7 ; I 1 17` i I ! � � � ! : � 111 " , . � �At�i .i,--�� :k�i IiL�I-�J��il' I I � 1 1 i -1 , i I . I � � ! � lT'i'- I ,CX� � " ' , -- .'- � � I ': ([Nfl'�PAI�I � �� I � jlifti�RiOR'PAINEI') ' � (INITAI 'F;iIEL�1 , ( 1,TJ `� �F� I�,�, I L � I � � �FNU P'ANVL) 1 1 ." l I SH 41)Ti ',' � I I l I ,:I NOTFS " I ,- � � i � I I , I � , I I I A Li" - - It, � I J � I ! -I. , � � , , : ; � . � � 1i � , � � , - �i 1, �. *1 � . I :�t i � � ,.� � " 1 . ,� -`A6P1 - I � �:1 I � 1.(� , � � I � I - J ) * i ! �, � 'I , . � � I i � � I � � I - ! � � i . ! . : , � � � � �.� AME'S 0 I/- ml- I � 1 1 1 � � - n" IS SO* 41 LA C14WLAP � � � I �. � � � i . I � � , " A C'i" , 4 r 1 � I , i I IV 5�, ,3/ .P�trc.RAL) � . I � � � � i� � � � i . I I I i � 1 Sim I . . I , , , ' , �V I - I I t I I I I 1 ; I � i - I r -1 441`4 - ;.-' ' � 11 t ' ' ' ' I ' - � , I i� . � , i � � � i - ! T " -:� J .J --J-J-IL.L-J,J-L'1, -�.-�[-ILLJ.A;-rL-IJI.LI-J-J-L.L-j�J-Iir,L-.i I - .L- J. -1 JJ I I -� � =!:�::%Li---- - .--- 7� . I I . . . I . . . * - . - . - ,,- I- , -- � t- --ift-fl;6ri —Az - - I. � . I— � �, i� -'J - !� .! . �� *,,� - I , , I � IL 1 . , 7 � I �J . . ! ;'� .�' " , - 1�k �'�TILA� El� A ,L'1.11�1 I . ti� 1* E,Z,� " � i'l 8 TYPICAL ELEVATION FOR S RIES 2000 E-Z HANG STORM PANEL 1) SYSTEM (t) I -- SCAIF: 3132'- 1" 'll'. U.,I 1,�p - - I-A"flon """""'01111. I . , I '' ll Tk 11 � ,�, ,,,,�. ,�T�l ';O ": t�t, , " �0 T,�' -L Al � � � o, 4,1157 . % 7 , - 1 R, i 1, jir� * - . - - '� - -� " ' - -- � STATE Of" W-.� -. �' S ", _ Z10 - I I" I ,,, s- � . ,) , 11 I , " 1�1�, - 0� " , �-,, - 'o , - - - ,,�,, , ; 7 "". ill",� ,�� .1 -- " - - N, — .—.---- — �. ... ---' i I* .A',l `A,`,I�,G ICP L�� X,�lx�� AI �Ar.m OptININC i'-A", -'0�41 , tl� - -",----,-, r Tq F,I, ii oo,r t' -��: � ATION 1, N-ENDED I""�P`,',�,` "i ,','V`�� , : .... -- I � -------1.- I— --.---.- -- � . r..... ;, I,--- 1, � L-W.d,1.$, -,&I V - 2 -IFir, 'IT(Alu -Ci, -0'1�1; u NOM�DF ii�Aht, I Cri.11 'W�KS TCIF & 90"TOM (�� END r1ANLJS SpolL ALNA�rl RE r�9114E�:[Jl il , I I � I I li,U I � r IFHWNF A STr,�- RARCTS,i,i , T1[ ,I, ,1!1 � q �., I . � , Ni� I � , -I ". 7 1 * P: 114 'RAC �! , � ��I` I I : I % :: �- CIIF'Ul�:� 1 � r ' 4 ' "�. 1, " M ' A" `/6-f.%'!i" A �111 I ,�7 1/1'03/4' W,,,. *�UMESCREW rNTL11 TAP--LD P,.,l 0,[ TRACK r-T.CA7,10N Gr FASI`F.14--P� UAY W AI EITKIR (�I` 'N. �XIEPIOR 11AI ILWAS Cot EMU PA"EL ��t �ri � 1�� 111.1 "', I q ,I .11 1, I . U1 bll:iDw 1 7" 1 , , , � ; 1. i`I; I I . , , AT LCK,T TWO 1- I'll ,,; �, � . I � I 11 � - ZINC SFQ�5 I , , I I , , -, IN 41:,� T ION 01, ! ,� : I � - I �11 1. r� i �tlll -ASEL LOCATION . t INFIMLATI0116 ONLe VA, C F�41 Will�, � I 5 PELD Lip 10 170 , I �, I fLOR(DA WIL111,11INC, CODL lN, , " � , I- -1, H-I.-I 2-d' - ., �, - 11 i �4 ,Ar;F ,,O�A'11,111 . i..'�t '.N��iv PANEL I I I 11.,,, 1.� 11" ---- . � ... - ; 11LIEC 0 i r - - - -- 1, IGLOBAL PROTECTION PRODUCTS, LI-C. - - ' v - - . - o I " �I� loic � -- 1=!,'AZV11 I I , . 1. Irr., — 'I- 11 1 - -1 - l,:—A--... '-; �Ari� � "1 '- "' I - 2O I 75 . - �11 , , , ,, ... -:�-7 �77-�-� L,__� III k, -- - - 11 .1 .. '. .---,��' — c! . -, i I -� Mim" ,', 11 - t6ENG'21NIEERINI3 et ENC3,INFERINC-:; N14, - ,,,, All Agnei,�,vi Slah(cr, md (d.- - -, i"a k i�)l, Alit,ed st"Cl "I"nis fland, ENGiNF-F-R1Nr. ExPREss"N' No 33% increase In Allowetwo stress has brion Used In the d"A 01 this ihwud PRODUCT EVALUATION RE:PORT 5opatallon from glazing is not required for lnstal&Miorks outside ofivinicl zone 4 am essarliNfl % hiles ' September 15, 2020 Impact Resistance: Afolitscation Nunrilvf 17809.1 - R2 Large Impact Resistance has been domonstiateld as evidenced in previoursty Noted lost repoill,$) .-A i� EX Project Nututer 20,11543 Accounitod for 0 the eripmeering dssW of this product. Product Marwtw 1-t All A .......... 11) Shutters OrPJ 04"$ ,� ManufaiLlutot Addfiiss I `,40 Dt�, f:a Road Wind Load Resistance % , ,Nest Pill Eleild- FL 33409 71,�, J,,�,tl has been <Ees,Lp,Ard to resist "rid loads as Indicated In the Spain schockoloo) on the ",,ipw III,, Ptoduct Evaluation Docurnerif O.o engineering divoring) P ... d1 Name & DmcirDtoi, 24uFo G.11vallo," Sheri Storm Forriels la4qM F,I,K,,I,, finimel Resestarrit Installation This prod.cl shelf tw,ireilallI ,1,,,t .,,tI,;Il1'1II .tit, �V, "'I'l- L P",J"'A E-1-h- 0"'w"Vol �h 2 "Vineerondrawnrigh aic,o$jwii��,,It�,,�,,��,�,.,,,I� .... 1,0 11-mii,r, Scope of Evaluation: Prodmi c'moo-nIbAhAil 1VUI` thl, 111III-Al ., �,t'l ... (t��.tt,r,iffi-t,,( P,,.h,c,tEv9IuatAon This Pfodud Evaluation Report is being ISSU.11 Illacio,diu" with the rect ... forroorus of An. F Simla DoctinI 6 o Fincraratt,riog drov,alp Doperliniond of Business and Professional Regulation IF FoiFila fluolclorg ConinnissiI Ri1w Chaplet 6IG2D-3.005' FA C, for starstivide acceptapre par PAwl-I lidi The piodi.will ricIf0d al*vo hiv� heor Limitations & Conditions of Use: tested ondior evolustIBIJI as sumnlarrized lipsem to %how compliance war, the Florida Building Code Ser,onth Edition (20n� aid Is. for Via at West equivalent to that required by the Cc& L.I,o or Ih., 11-hK I 'fiAll V.1 Ili 111-0 act va,lielce with IN fasperithiii, product Evaluation Document �t a �)U,pe ��,Ittrldvd, Fle-evoksallon afthisprDeluctshollbe ortui-I )Iiovilt��l�*rtnallIF14AKi�IOLtildi;V Code illodificationSol o,X,,we,h,H,j,,F,,1I) ,i,.to,J,,n Ims�ft AN supporting hool sliudmer, shAll I,- 1kJIW,l to Wli.--J 10 �.Ii:�t,N`%Iil-I fiINK and %h*N be Of 31 material Noted in this products tespoickvis Red- r,,h.-Jl&. It ... 1 .0"l " , , 10,11,1, .t"h ... t, .01 accounted for Substantiating Data: In INIL product's respective anchor schoch& %hali IV (J-1gr-I I ... (I,,,, 1iI1f,l,, fl�lsrs by a roostoMed professional Nvinalfir . PRODUCT EVALUATION DOCUMENTS All ri,impmorth, which are permanordlif installed state be pioteded against comosicre, conwtlirwli4�ti ;rM oiler, r, ... *t, dam.ql, Id till t.r., EX,jj,-ng*203IS43ii0od-24gaGaNOOZed,Steei$toiltlPat)oj�b�t$V�iZANoiiHVH.'J sh-Ist � Prepared t,v EltjIrI ....... III E'l,40's stored A sealed by Frank Senriarclo, P E is ail int"ral pall, of thi,, This product Nin beendshugned for %" w4h,,t tli,do�&,A� III,, 11ql,)t,-I,,, III "It .... ...... 16 (HVHZ) Evaluation Repopt . TEST REPORTS II Uniform slatic sit udural performance has been tested in - wd ailue ,w? � TAS 20.1 lesi ,I,eh, J,c � Is I .�, rest hapor4s) BE T AEG, 17 00 I by Mac kwater Testing. Inc L.,90 —0, "iM., t ,", 1111�zl, ,,,,J �yr,U liedina performance has boe,l tested in Recorder" what, TAC . , �I,N, 201 and TAS 201 tr%I sli-jov, 1% Iw test japort(s) OBT-ASG. 1 7-00 I by Mockwater Tesdrig, IrK ,, , , �- " 4i - 11��!�-, - ' . 3TRUCTURALEINOINEEPANOCALIQU TIONIS � `:!t- . Sho(:Uffal "Ineedriff craculafficars, have been pfefi,is orl whorth evifluale the product based on J . � � , 10 WMparaffive andlin rallanal onsitroo. to quality Ilito lolkivviN daOXIpi c.;Reiia - i �,, I 1i 1�. , . I 10-ri.im Allow,able Sparis - 2 Kri,inomAllawaWeSprins - Frank Berinardo, PE 3 KnimurrAGNMAsSet-,10-ri ENGiNEERnin EKpmss* 4 Anchor Spocing 4140061,41)i Can Auth 9881, 16(1 SIN I P' Av, S"I It 106, DEERFIELD BEACH. 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I " 1,3l �� 'NYM � , -- � �1 � -T�--T- 10 � � 2,. �� I I 0 I '. 1, 1, .... �'11, �, It ,0 i ' I ,�,I-:.,,,�� ,,� :X�.-:%Wml� , ! . "7- I ii�Tirr. > F�111[ .� r t �,,�".. I'..,--- . I ! . 1. .1 - 11 I - . .". J . I i�, ; It � . . I ,�, .1 I 11. � - ' �":, - - 1��111 �1� � 1 1!711i I . � � , , I 77 - , ":: I t �� I I 11 11 L, I � , l,,�-- � - I --,',' ' 1 . --�, � , I.;, : . " - , , "' 4 . . , , ll� I , I il / . I I ,�� t ql-A.. . 1� ... 1bW1'11Su.i;11`E ;��, ��, I ... (2)�I.it- - 1 110 I i - It gl!l I 0 �.-In a !% M 11,11F)OR M k I V IULJ Z 11 < 112 --. �—--- - - INSTALLATIONJQET&O --Z ,HA,1iiJQ E0.$9R1E-$ 2000 E -,$IQ � -.R4 PANE Al 1NT0 POURED WKIRETE—MCKU, 8L,0Q-K--MQt ... WNa-STRYOVIRE5 . , I I "; I 11:� �, , - t.IIIFt� I I,- I c ii. ,I " :. I ,)-.I 11 ,,� ,,,, � � , "OF, 4 I ��, 1, C I 'Ll, L� , t - I I I . I 1 1 1 1�1"o TAPLON I - . - 1'.1, "im ,<Ali TEK 1. ,� ,. ! 0 �, - , , ". ': -1 " ANCHOR 0 12" 0 C SCREW 06(.' FROM . � � :''N AF 14 I i I .� I EDGE OF I � I 1 I 2�1 u�:l 'F (I 11 1,,r,� 1, � 49 i I � ,[ , A I q,,I:,�'r � A .1 � I , , I � *,-�] ,4 I I L, ,9�1 � 11 : I . 1��, I - � b " -� � , � 2 � , lim wl,, � � r, � a� , , -, ,� I , � � I / , , . , " �,2. 1 1 1. . lul I . I , I I , , k �`%`- - � - �, i � . I 11 I I"",` 111:�� , 'riji �� 7 � I f, , : � � � , , , ("o , i " I -1 ,I � ,,% I I .1 lt� 1- ,� I- Al. ,�- �"" ." - ; I � I CX I 19, 'L, �;, '. �l 11". , -SEPARATION I �1/11'4 Ill ,� "I,_I� � � , , , "I"I TO GLASS I ALLOONUM IT,X' , L k . AlIfilow "I'll 1:1.1 � I ii i � 1 "ri 1 At i 1 � IT, RK I I I I I - �� , � � � - �V �i 11 f , i ii IT ;�"-'� -` . I I It � � W t: ., , �Il '� I i - � , "�. :�', V . I'll, ,, , vi 1, r�i FIN ! , 4" 1E.;, 4, , 0. I I " " 0 0 1 i � , , ,,, �,�:'� "� I �', I I I � 11 I : , I it .1 I � I 0 SE, - i � �� , v. IF- KIM ..�� ''It 141, Io � ( T;,,'sZ,,,("11,Jw I 11 r LA$%Sl i �:� , 1: A I, ,�i GLASS I,, .1. I I I I " TO' " Al � � I I I I I X I � J.� T", I �l, o, "i I .� -- - � . I I I!` ��Il 4 0 � . I ; . : ! 1. . I I I I : I I I . .. I I "'. I ` i I ; I � I - L 11 ", � �, � I I , : 11, , r, , -1-A i.", I I I I .m�:' , 1. 1.�/ ,* J � , - I I � I - L - I �, I ! 4 1 L, � � I . ' ' "- -I �17� 1 1 MIL IIN "' "! I : A � :. I � O C .., wc�,D , /. ' , TAPILAN 1 ry�Tftr, FrIl-rit, I . . , .. , %�- & Il- ,I � � L,6,�,E ;P ;�" , FILATIE IF IL .�.--.Z:�. � EQUIACD : ,N, � I . , "' """' I L, ,� WALL MQUNTIM WALL MOUNT114G 5Er.T1Qti-LZJ- ALUIRSATIVE EZ1W SCALE 3/8- !' -- TNOTE��A, I F. WN PANIC[ U 1, W00"ALCIN ARE �)N, I �Al4ll fLift IMI A � L Uljti�N - r�]' PIEU,S01( PA Ir INC, � �, _ 4�1 1� " , f � lj�[ ki I - "t&lv I 1'."-'1'-'-.i� -- I ,�Ij - I I, I lr+�ilii.""W'11�l� 0-Al-L I " IL 111, " i � " �c , . " 1�1 '�. I III 11 : � , , 'i I I ,11, , , l' � Pi, . ; i J/- �t I , � I i:; li�0, "I 1, � � , i, I , I ---� "i ............... ! �00 , , , � %� P, 1-141,;1"', � , , � . I � ,�.., , l � I � , - . ,�,!N" � . , ., . I I I 111 1�1 a] P DI'T', - � �, , N � ,,.,,, V,� � � �I, !� 'I o p�,� ii - - - " , - ----. -- -1--.- .---------- ------ .----.-. � �- !", 34 J1 I �, ;, 1:1 ,;I,, , - � , ; : 24 GALE GA14WI?I!�, ��IkIi ��IZOPM F��11: , . � . . 7 - ----- — ;,� " , "' -- - - I'll., .1 , ,"", ' * '" ' r , I :..; I ", ,.,# �; OA �- .1., I` " � - ' " "", ' I 21 "' io " � : , , ,��?.l L, � .x � I , _:CIL �C �.,� 'TION PRODUCTS. LLC. , q_l_ __\ GLOBAL PROIJEC ". ,I riAlit, , � I r ,, i I " " Z-1I, AN' - " , A-, "o. td-r-., ,--,-.. -M , .1"A'AL %M11 " - ,� - - —.7 o� ,..IOOF-I� .t, "t, io.W1. Oill 20-175 , ,�,,,o .... . . �" . - `.`-, "I "I'll �. �J 11, It", �ilULliLq11A-.- - I .. .. 7 , 7=17 - 111.1k". 'L IN- 1- �1111 - 11. I I� I � I - �, �. -W,---7------r-- "`#` � � V!1�1 -��--- -i-1.111 I J — --- ,. . - ---. , L.11- , � - , -'.--.. - , 2-�! 11 ... � 2. -1% ALL AMERICAN SHUTTERS AND GLASS I 24qa GAI VANIZED STEEL. STORM PANELS (HVHZ & NON-HVHZ) I ��I . I , - 1 :-�.-T . �U_,/ � ZY)TI1,01,11 Mmr',, t FI, - t� I.A.41-1. I � I top Motinir (CONN TIP. TYPE 16 RFMQ .... D) EX-FIONS I �.* tTNAL A-- SIMM - 7,�,""T' , Wull IVA' ,111REO I i I I i I I WIN �:� r rTENFD 0 1 - - : , I 1.� i� I ."O'.LA, . 41, �� 1� - I � 1 I ; , 11 � """X " ' '�` � ., ,p 5 ; I ! � :! 1 � , I , � ! ,IiIIPC.�UAII! 'PAN 1�0111,, � I : � : i 4l. . � I , I I %!� ,:, .., 3 - - . . . . �J 9' , �( .i I � It i!* 9 F - - I 'I � i 1 1 � � , a ! , AT 9 � I' I i 1 ! � I : ! ! , � , ,4 I." . I I � M � ;�! i � � � , . -/ .� .�� I , . " I , , " , , : I I , , , I - , ! � I � , � I � , � , I -1 , I � I ... , ' -. - �-Y--' . ,.e I I'l I L M MVI'll I � IfTNIN nK Aiii-) " N � MEqDI .1391, 1 MALY at .I I 11 a ,IOTTC" f-1-\ I-YPICAL VER11CAL MOUNT ELEVATION �, I , Kk�Aili'�A TOP MOUNT Ll�,O, ( IN TIPE -\ � REQ'D) , � ,tvl'Nit Allikfit : 1. , 7�1 a, ON -11STRUCTION) , � I , I � It WK0 3 0 375" 1 '7117 i 1�1 - t : 0 � 11,41 1 ,i, � 0 IC,,o10fI H I F, � A, "l, 'J , o �1, .1 ,� . k --I OBSTRUCTIOIN A : 1�1 A, ,I I = -CATION MAY � 5 . J - LL Vait" I" 11, iF ""!, � 1 1 1 � T1, ""4" , � a ,�* I 1 � , I � ! I ,,,� - T I I I I 1 I I - 'l I � Nl� : 11�,T�� ,,,,,!,)" , 1, � - .'I.A. � � , Lfl�; " I 4: --1-- . � I - WTT13M MOUNT (CCINN-J ,,P ,lrr� ; All BELIiW � nPE AS RECIV) � 009TRI �11411115 MAY RE 1,1111"MIDAS REWIRED, OPTIONAL W'-�Q SIIT'� H MWIDED I HAT CONNECTIONS AND BOLTS WITH WASMfRKI AMHORS ARE LISSED WHICH SATISFY VANGINUTS FAST514FC, 0 : ,f API.� AWY. f & BELOW OBSTRUC7101141. OVERLAPS 0 MIDSPAN �USF. _ - SPAN TA8(t) .- ....-. APPROW,tAtL VERTICAL MOUNT ELEVATION /-2-\ (NOTCHED PANELS) AS..J./ N.7 S. FIFYATION _ ""k $mm"l�l,l -1 I Ml� 1� � 10 1. - - ,�� I � I r - - 4 . 1, - -,I 4i 14 'Ill - I, . MAXIMUM At( OWABLE I - .: �1!, 11,11,�,, ,,, 1� �, - DFSIGN PRFSSURFS: �. ,,,, , 11 .,I, , - -- 1, ,� . I . : AS `,K)7 EV i N UE51t' N' DF5IQN NOTES: SINEDULE5 � I A., r4 ., � - _ �, � F PCf,[IlVf ANO NEOATN't �*�IGN PRITS'llit S(ALLLULAT � ED � A 1:�r Wl',� zl!!�, %.1:,tIN 10; I N � Tlr`M'FiF'r"'i� 1 . 11 N . , ! �,LFAPA,IIC Lfi4j[KMW IN A,�`RLAPCI Ll� P ill. ' I �4j� SO= TIkM* V1?HWTWDSCHAPIrR . _;7I tit . 1; I 609 OF THE RJORI DA BUILDING CODE SHALL BE LESS THAN !, ;%, i g %,qUAJ, TO THE POSIT11 OR NEGATIVE DESIGN Ukel�.Ullr MLI" LIA,111%) MCKEIN ?U11AN1 i ASSEMBLY AS SHOWN J'Ail I GENERAL No-rES: I - - - , , , IC511. i 1. , rHr�, -,!FJt (ATFA � FfFS III: IONIC> �MVSMAUL of FMAXATFLI IN , , I &OW � I . L I,, 1, .� A , , ��,�,,,t,,r, "'11": ,, -.,,;,,, "�,.,izil�i`�' "i" Nll�,R,!NG i4- , L . 11 ,,, � , , , ;�Vis'p� 11111TY - .1 1�� N r, ,; U ,, I lo-,11, .- J A �-1 1111 4 11, � I S 1.1i�l - IIIA1.111 i " I l " � AND 1.04 L,PM I 11 .;J "� A,I B� I JIINQ � il�� iil� I 1.4OHIN f' 11 " "' APPLV CieNTGN CAT71MIA 1f.YONr1ASFTAT" 09110 MAI A",L11" I I Ul# ,A)VIT'lleAl '��711 SVECIF-11 6MEV FNI�MIF�TNG. I 11, 1111 I'l IN11IF 1,F A P"C1',"1,F IIAK� .11� RmO� I "Fil !�. - � � C�F 11 �&`,Srt" ", ", ", , 'a, r IF , MITI( LIE NGINEEP OF RECUR D FOR T HE PlIME, I Z)Peftsrq Ucr" "r wTTX` wHicil T I, is DESIG" AS Lis IF, A oft i ar ;,,,;1�.11IPt1 � (D - FOR T"F TNFEGRTTY�g AULS'iPPOWTHIC, r,UPI TO THIS VC14L.41 I'M- 0 . 6 AU. It ,CNTmr " ,,r C CORDIWATIT, 1, Tlif PER .;TTING , it. � 4 5 AIATE '5rT`!.-SPV-'IFII sro,r, r4aeie.t,mlik� r�., vru it, i f oAcIC F " A `10" " Ili -, , noi-, rt.re, . " il `; " i I.P �0�" 1 � � IC-111 i - 4 ., REEA.,� '41AZ I THM EiICLNE� ALrEANAlif V! , , � PO -M�,�,s - Q 4. 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V 4A . a 23* It4* 4.411, 4.1' ,4,t, - � ", ,9� Ail " ' " 0 0. 4.�, A: ,� Z F - 4� As, 1". 711, 213 � .1. - ", I'. " 4�"': 1 ;;, Al'i"; I IZ r 4'r. .. ..- liLti; -I 1 . ii" ..' 41 , ir; 410 at 1" 4 r" LLL 40' 41 23" .,7.. I., 11. IIZ 3 ANCHOR NOTES: I ANCHMSCAIJEOULE APPLIES TOALL PRoDucrsceRwritc, HeIi BUT c"LN ewwwtI, MAXIMIUM ALLOWABLE ANCHM liPACING. MALKIM41H AUL9VVAhLL Lii'li,NS AND Fifil"UPL4 INDICATED IN iSPON I�OMEDUUF SKUL APPLY, .� EN it A ANC"011. f,O�MU OF BASE 0 UIN PANEL FAS It NE A !,PAk I NG, I H F F, KINTING !STRUCTURE MATERIAL,6ANKlitlRTIRE �,ttl�rM$I,;NLDAO(iR�ATERT)4ANORMAA,L�TOViDGATIVBOMGN L,W) ON ",Ufl"A,NL� TX, " I WAN oftEATER THAur Cf, EQUAL TO SMAYrTER SPAPLOELECIF CONNECTION T`YPE BASEL) ON APPROPRIATE RIMMING OONDITION (SH MOUNTING MAILS ON SHEET 2 FOA IDENTIFICATION OF ODNW-CTIO TYPE), 1 "PANEL FA!rrENOW WE STUDS USED IN OWUNCTION WITH ALI MOUNIrING EMUSTO10I (".�TRACK. SYLODED ANIGAI, OTC) LOSE 6 25'O C PANEL FASTENER SPACING 746I qAtUk S MIR ALL Ill' � AND -U`�HIADERS ONCLUDING BUILDOUT CONXTICN%) I ANCHORS SHALL Of RATALLPO IN ACCOPOAPOM WIT " IMANUPACrUREPS' RB1DMMtNDATJcXNs. I KH.L.00 K= MOST STRKTUM 5f Atil. CONPORM AD AiPTIA C100 *LOCK 9 MINIMUM EMSMINIFIVY SW Ll FLY AS NOTIE IN AN04W SCHEDULE I MINNIMUM e'"AL L"FNI AINO SI DISTANCE EXCLUDES SPUCCIO, POAM, DRICK, AM OTHER VWALL XINNI HIS. WAI.I. FINTS"ESF SMALL Of LIMITED TO 1,04' MAX OR SHALL Nk VERIFIED 07 01 HEkS K) AMQUA, ANSFER LOADS TO MOST STRUICRARE. RE AN34ORS NOTED HMN SHALL BE EMBEDDED TO ON -CRACNED 000"ETE OhLY 0 W64&rltMgnMCSTMX�UPSMXW-�OOM%kKM,gVKIIN�;CO"OrTlCMP4AVV%nl,t rTFLD VM" THAT FASTENERS ARE IN70ADEOVAIP WOOD PLAWMI 14tMOVIRS, NOT I'l-YA00D. PASfairm lO PLYW(4rl I.', 407PTAXF OtKY FOR �4trt CLO�,Qkf PIECES. tL. WMERE AN01ORS FA5TEN TOPILAAACIA' FACE Or 57UD FRAPILING, FASTENERSINALLIte LOCATED IN CENTER OF NOMINAL. 2* x r (14".) WOOD 0 STU jr&�SCCE DISTANCE IS ACCEPTABLE FOR WOOD FUMING). WOW SIUD SHALL BE ,soliTHERw C .O.SS OR GREATER DENSITY. LAO SCPFW SHALL HAVI! PHI UJPS PAN HEA60 OR HEX MIEAO� Lt. RIEMOVASUEANCHORSARE OEVIALT PN*U'4A?e,ALL-KXW5 SOLID'SIT& BRASS BUSHING 12 MACHINE! SMOIS SHALL HAVE LM MINIMUM ENGAGEMENT OPT��DS INTO THE WNE 4NC40R AND MY HAVE trTHER A PAR 7 HEAge WCACftlOMBRO %:I�FK 50:f � C N 0 IT ANIMMUM IBM Tj� E EXCLU STO 0 A TZ BEMENT AND EDGE R INISHE, 14: Ir DESIGNATES ANCHOR WNINTIONS WHION ARE INOJ ACOEPTA8L.E USES. Is DIRECT MOUN`r% CDNDVDDNS. 11 'FAII I.- .I,- 14 . l`A*M!`r"Ff` - I140 MOT. Iwo A.� sc�nwm ,ASTEII� TtIrl., ql'll � . - 'Cif- �', L ! I., . W;J I � 5 .e I A�� 1 14 - � J.E i 11 0 "A R I "I - - `1 in z I ge I T A 1 14, �Ite I ; I I I I :�! ; I ., (n g ; X Ill 8 k- It 9 I � 10 1 20-31543 1 151 -&..# a) a) r- Cn -0 —00 >, a) x-- .IiI.-S -a a) ca- = 2 a) 0-0 M -0 0- C - CM -t5 a) .., co Q5 a) -0 0 -0 — = 0 -2 -= -0 (D 0 t = 0 35 C = .0 U- CID 5 — CIO %+- 0 Co > - Ln -0 E a) 2 . -= Co 41�-- -I.-& CL Iii- .0 .S (n < a 4 z z W =I CIO L. (3) 2 -IISS-011 *--a U) =3 CU > CSSSS 0 , U) 0- CL < (3D 0 "" C: :3 -0 M 0 CLL L) (i) 0 " Cl) CIO " M :3 W M < ;z .M < —1 CL I SHEET NO. SH 1 .5. THESE DETAILS ARE GENERIC AND AND WATERPROOFING METHODS TO MEANT TO SHOW GENERAL FLASHING BE USED. 3WCEMENT PLASTER 12 MIL DRYLOK K� CMU MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4)SEALAN T JOINT WINDOW BUCK TO OUTSIDE EDGE OF 0 t MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SLALANT FROM INSIDE EDGF OF WINCX)W FRAME N WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY-------------. ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGINC, CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESI-PATION INSTALLATION AND INTERFACE JAMB SILL AND FILAD D[TAIL API,H�WED SNEATHING APPHOVED HOUSEWRAP S TRUC TAL ATH TWIN TRACK 2.5 ,v4l" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPF 'V" SEALAN I SOCK17 T WITH T 00L F D APP ROVE D SEALANT WEATHER RESISITIVE RARPiF R P WEATHER IVE BARRIER & RARILY SECURE WVLA T I It Fi Rt �,IST IVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS . . . . . . . ........ DOOR ROUGH OPENIN,., SLOPE 0.3 in: 12.0 In R703.1 General. Exterior walls shall provide the building with a weather -resistant extedor wall envelope. The exterior wall envelope shall WC)OL) FFRAME CONSTR. (0.6 cm 30.5 cm) EXTERIOR include flashing as described in Section R703.4, SELF -ADHERED FLASHIN 3/4"-l" BEAD OF CON", T ADHESIVE TO BF APPL UNDER SHEATHING BY LAPPING DOWN SELF-ADHFRED FLASHING L OVER RIM JOIST AND UP THRESHOLD (-')I- D(flli � ��N� 1 WALL BY 6 IN. RETURN UPJAMB(i" &,� LiQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NA I L. Hk A Nil % )H HAJAl- Wiz A I HEIR EXTERIOR 3 within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF I A01 KING CEMT. FIN. draining to the exterior water that penetrates the exterior cladding. WEATHER Z�LLE-ADHEREDFLASHING BUILDING PAPER RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, (SEE DETAIL WP07) RED FLASHING :t= ith th l l d th l l t l th 2 i h Wh i t f lt h ll b l d l h 6 i h HEAD FLASHING TIE-IN INSTRUXTIONS 1 � Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fo(d weather resistive barrier back over head � 2 flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER Fwpoi S DO NO' BOTTO FLANG 2 2 8 SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 ---- - - r\ DOUBLE JOIST SINGLE F-WOOD BEAM JOI , ST BELOW SELF -ADHERED F�ASHING SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST I SELF -ADHERED FLASHING (2 IWPO7 2x FRAMEWALL SELF -ADHERED FLASHING PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions in each detail that corresponds to the Refer to the number marked as (i) numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weathpir resistivp barrier to form watpr shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary 1/2"DUROCK-- 8"CMU 4"OR 8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED— VINYL SHOWER PAN V-4" PER PLAN pp y appe o er o y ess a c es. ere jo n s occur, e s a e appe no ess an nc es. t er approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathinn, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The � �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 SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, I MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. 3/4"-l"BEAO OF CONSTR� NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER INSTALL SELF-ADHFki L THROUGH SELF -ADHERED ASPHALT ADHESIVE -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING JAMB & 1- tLA�'� R703.4 Flashing. Approved metal flashing, vinyl flashing, self THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING - - FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes UP JAMB 6". USE LIQUID NAIL BRANV OR EQUAL WEATHER PROOF CALL KING (SEE DETAIL %NPUI� used as flashing shall be applied in accordance with the manufacturer's iiistructions. All flashing shall be applied in a manner to prevent the )ER -TURN P_4Nt' U1 A KINC �CORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shali comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SEIF ADIIEP� IING, the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and (BEFORE FOLDING SCOPE RELEASE PAPER T(', (_,J, ADHESIVI, A'� H� 4 N) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM F X I [ NJ A 14.NitAUM 6- BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESH01, 5 shall be installed at the following locations: I ALL WP02) SE( I IONA (SEE DL 1. I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall /N finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5) SELF -ADHERED FLASHING 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, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or SEAL TOP$ OFJOISTIS UNOER DFCKIN(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 (SF1 DF 'All Wir,01) 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1--i 1'_� __ -.- , ____ Q) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SFL.F-ADHFRED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAIWDMA 250, F MA/AAMA/ WDMA 300 or FMA/AAMAtWDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground7--- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. SHEATHING -frame construction. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood 6.6.At wall and roof intersections. _0 r-T I - *� 1 1 7.7.At built-in Qutters. Water Resistant Barmn SELF-ADHER 3"MIN-/" SELF -ADHERED FLASHING OU I SIDF CORNER Z Lu 0 uJ 0: cc W 3: 0 SHOWER SEAT WP1 1 11A)N1 INUOL�j HA(,K1 ROD & SEALAN T A I.F ADHERED FLA3HING �TCH HERED FLASHING 4 5, IWPO8 FOUNDATION WEEP SCREED ISI OVI Of :,A; '��All`.Ak.& i'LANL WRIB HW AK WRH ,i LATH WRAP DP WRB ONTO rt IE VERTICAL SURFACE TO TOil FLANGE AS AN A�;,' BARRIER �_I 2L, INCH i LANGE T I 11,13 , _i) NA 1 (ft DO N01 DRIP S( A(V[ S� SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHJNGiSAi) DRAINAGE PLANE (DP) WEA rt li l0il A�, I ANT BARRIER (WIRR) BOND BREAK WEATHER RLSIS IAN I BARRIf, R SELF FURRING (SF) LATH PLASTER ACCESSORY SHFA_T HIN(I '0qH' 131 YM-1, L)I Nb(_.LA,�; Lath Sheathing Stucco WP09 1i 1 iRt R: f ORAL 1� RAMING f �0-, r0RAL SHCATHING SJ HIP OV SAF DRAINAGE PLANE VIRB W, 440 URLAK WRb Si� LATH WP10 Cement Plaster in accordance with AS rMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 St floor 7/8" Cement Plaster in arcordanrp with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 building PaW 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: T he building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT T 0 SCALE -6-0 U) -0 CID > (D 0 0 -a .4- CL 2 6 CU -0 Q- 75 0 +., C/) a) a a) =3 -0 M 0 CU 1:15 5 -0 _a 0 5_ q -0 (D 0 LJ_ CU 0 C) co > _0 0 Cn CU 40-2 Co -#--a c:: U) OCTI 18 2022 lrt�al Review Assist, Inc Plans v' ew completed and ap ved for complince with the 2020 FBC 7 It Edition �rvXed b ebra Anne Klahr PX230-) 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16"O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or, sim. caulk for all ICU > 0 0 < _#__# 0 0 �0 0 Cn CU CIO < Z Z SHEET NO. WP1 no s289 Le/ln�0A.e.T f�bl�o{f S uc✓'2- Si 0