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HomeMy WebLinkAbout6222 Back Forty LpABBREVIATIONS 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 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 IRS - 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 I SYMBOL LEGEND: I ❑A = STAIR CALL OUT Q = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL CD= OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE 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 1 �---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ 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 NARSM -M LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET ; Al FOUNDATION PLANA2 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A3 1ST AND 2ND FLOOR PLAN STAIR DETAILS 3.0 MASTER CHANGE UPDATE A4 2ND FLOOR - ROOF FRAMING PLAN 4.0 PERMIT COMMENT REVISION A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1 ST & 2ND FLOOR ELECTRICAL PLANS O W i Do/,/ 9 1 F2 0 5.0 TRUSS CONNECTOR REVISION A7 INTERIOR ELEVATIONS o 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO SN1 STRUCTURAL NOTES STRUCTURAL NOTES �Oi5 5 ,•,� 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 S3 FOUNDATION DETAILS, €', O 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S6 SS WALL SECTION DETAILS RETRO FIT DETAILS > 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT ST STAIR DETAILS cif S11 S12 PRECAST DETAILS PRECAST `J !% �/�j PA 1.0 DETAILS PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL '� PA 1.2 PRODUCT APPROVAL " ; PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL N 'n - E i'0o 0 PA 1.5 PRODUCT APPROVAL m SH 1.0 HURRICANE SHUTTERS >1 } chi SH 1.1 HURRICANE SHUTTERS - V D 0 C v M SH 1.2 HURRICANE SHUTTERS M SH 1.3 HURRICANE SHUTTERS .a: 2 0'8 2 8 SH 1.4 HURRICANE SHUTTERS = U m SH 1.5 HURRICANE SHUTTERS Mtn w QN WP 1.0 WATERPROOFING DETAILS L ao E,M m WP 2.0 WATERPROOFING DETAILS c "�o WP 2.1 WATERPROOFING DETAILS APR 0 8 ZO \/V\ Virtual Review Assist, Inc. Plans Review completed and appro for cumpliance 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. 0L vi W0�- LU h H J � ~ z W 0 W o:���NO�0LL8U00�0 Q acne 0�200 0Z¢V 00 FLU V5 LuZLL�¢p06 �LL �oWo9�PZgwo�Q LL 0 0 o�QLL W OC" r 1 = CV u-) 1 Cr 00u C a z z W J N N N N N N ri qt d' N N 0 0 0 O O Z W OF_ 0 1 CM O Q CM Lo �0�P_ F- W cYi Z 0 W J 0 CO O c6 O 6 � o 0 � M 0 0 0 � �- 0 N 0 (V 0 N 0 N 0 N 0 CV 0 N O N a0 CDO L6 00 M 1 N O M 4 0 ' 0 0 O O 0 O 0 O N > OI N M 4 6 6� �- c0 o W �.. z Z O U O a. W z W 00 V) 0 Q fV 00 M (V CS �- LAST PLOT DATE Mar. 26, 23 z A. -A 0 J 0 COVER SHEET W in �o �a Wg =Q l­-W DQ Oz =z I- W J ZWz 2z }W fn Qz z z W J co 0 OU PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL 13 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION (J 1/2" DP X 9-1/2" WIDE RECESS 2Q 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE Q SINK - KITCHEN 6D REF 7O WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. O IPAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" x 30" x 16" DID #5s 6" O.C. EA. WAY I APR 0 8 2023 \/V\ Virtual Review Assist, Inc. Plans Review completed and approved t.,! compliance v,!itn the 2020 FBC 7th Edi ion by Deb -,a Arne Klahr PX2300 FOUNDATION PLAN- ELEVATION B 1 /411 = 1 '-0" OF FLO ch 0 °n a ° CO ° • r z 'Z, a p W CK 0 z a N NL0& 4 U M m � N M Cl) N V O a� u a E c t Q •� p u= Q ■ LU QN C n E2 L m C3 O~W LU r�ZW. (Q' U Q g�'nW �0CWUOoO ax0WOZ200E_�~ ]C0ro9Z", ROOC'DU Z nLPO (OWWWW'Wz:�voaUO W OMZ LL OW 2HF. 2uJOaa O� O0��Q LL O Z W OF- ti �F--MO Q U) M � 2U �ti F- W�M 00 ZU< W J 0 JCD O N N N O N O N, O CV t` d � O N O' N O O O O O co CA, M CO CD 0 O O O O CV N CV N O N O O CV N M W LO O O M � O N M O0 0 0 V- e- O O NL0> O O O O O O O LO -4t C-4M4 1 Ln'C0*r--* 1CT (n Z Z o o WL Wwv) -0 UO-� _ LO -0 0 I= LU W F- Z F-MOZ Cr �z3 LU : i'2zx �ZZLL (0 LU Og2z < ULzz .. z Sao Z U Ovg o z Z W M /Y1 Uj V" O � LAST PLOT DATE Mar. 9, 23 Z 40 FOUNDATION J PLAN B 0 co LO A 73' i7 DRAIN— SHWR HD & VALVE 8'-9 3/4" SH25 HD AT 7'4" EGRESS OWNER'S SUITE 13'-0" X 16-11" 8'-8" CLG 3'-4 3/4" 1. 6-6" 00 CoCD :=--"/ - - - N UJI 6A75 LU wQ Y fa OWNER'S — - 2868 BATH ir1 30'-0" 13'-3 1 /4" D S3 , 286�` `-.. 00 1 /2" LO 5068 SGD BRG �r WALL 7'-11 " LIVING ROOM BRG 16-2" X 16'-3" WALL 8'-8" CLG 0 fV .S 4'-6" 3 L 14'-2" NOTE: PROVIDE 1/2" PLYWOOD 2' 0" DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. (PER FBC R302.12) TILE KITCHEN 2 6KNEE!l? --------- 9'-7" X 14'-2" WA TOP`' AT 1/2" REF 8'-8" CL - I I N BRG i a, WALL I I CAFE ' - 8'-6" X 14'-2" RANGE W/ HOOD 0 ' ►=w 8'-8" CLG d J °° O I M I u N LIN. _1 �A7 2 L W - i N PLUMB A3 STACK I �4'-l WALL7 5/8"T-4 3/4" 3'-7" 1'-11 " 5'-8" 1. 2'-10' 2'-2" 01' 0" T-6" W.I.C. TILITY L 00 00 VENTR iY l I 4 A7 N N PANTRY HANSEN I D BOX W/S AT GG 6" WALL 60" AFF 00 S3 q S & R N W/H 4" INSULATED WALL r 22"x36" PROTECTIVE ATTIC BOLLARD L ACCESS j TWO CAR GARAGE 19'-3" X 20'-0" — — — — — — — — — — — HB 16070 WALL 20 MIN FIRE RATED DR W/ WEATHER STRIP 4" INSULATED BRG. WALL -- rhC TIE BM AT 10'-0" 2bo mco w P: a 2'-3" L 16-0" J, 2'4" 19 20'-6" 30'-0" 1 FIRST FLOOR PLAN- ELEVATION B 1 /4" = 1'-0„ �4 PWDR BATH J~ 1 2868 II 00 LINE OF N OOR FLOOR P 3) 2X4 U.0 W/ HTT4 AT - BTM & (It) 1--- I -- AT TOP 9 -_-_ -_-_ 42 H. 7 I SLOPED 6 LOW -- -- WALL 5 APT. 4 -- I-- � FOYER - -- 3 FILE 1I 21LID I _ UP A SH 1/2 35 o H D AT T-0" 7 5/8" N 7 5/8" 0 co LO 3 A3 M 3 1/2" I TEMP. GLASSb 'v I - 4 T-11" 11- " ENTR Acia NOTE: SEE SHEET S-11, S-12 4'-4" 1'-4" 2'-6" 1'-4" 2382' FOR LINTEL CALLOUTS &DETAILS 9'-6- �10 m60 w HQ TIE BM TIE BM AT 10'-0" AT 10'-0" m00 w �Q OTE: ROVIDE NSULATI( ALLS AC O ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS: 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION B 1 /4" = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE JAI 116AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) APR 0 8 2023 Vr" A Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FNU 7th Edition by Debra Anne Ktahr PX2360 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 M OW J a0y2t S, o FZ . LO 5805 ;• �a z w a� Q w 0 z Q N (Du-) — ' 0 _W L o cO `Oq ti N our CO N }� M V aW u it 4 (o !`'ice t O O 28 Q .N n ` w 0 CL V V ^ aco a LU Dvi WOujjZLU HQ =_wYt- lx ZW 02 <20:< JO V00_j0 0i._ <XJ'WO220 S (JOBwO Z z 0ZzLL0 QOVPg62U WO-WL �Q~_Z(12�OWOZmz W0�a Q LLQ O0Q � u. O Z N OW F_ w z O cM 0 Q J LL 2W <� IW[L —M W M 2 ao Z U Z W o J O 0 0 0 r` CNI 4 4 a N O N O ` O. O o O I Cal 0), M r o Co oo O N o N C) N r N r N O N O N O N O N O N O N O N d)' N' Co O 6 - O O A r N O M Oo O O rn O o r o r O (o O NL0 ; o 0 0 00 00 L r N M Id) (fl r- �' M1 W (n Z z z O� _ W wwv0 L) O Uo�< �O Q a OWF-a ^ i! ZX W ~m0Z Z J Z Z W CD LU Og2z OIL Q U LD Z z Z Z U ♦� V a O�QO O 00 Q z z J M W M o LAST PLOT DATE >W Mar. 9, 23 4_j K0 1ST & 2ND FLOOR J I PLAN B STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 ti RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL ---- 10" (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) STRAP EACH STUD TA 36 STRAP EACH SIDE) CENT �R�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w O z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL -,- ] N.T.S. SEE PLAN APR 0 8 2023 Virtual Review Assist, Inc Plans Review completed and approved Poi cimpliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N ,','S ° 00 2iF o LO a z W A4 ' ` . j O w Z Q HIV) N LO z, E L Lam-. ' S u _W Maq D u N d SO -0 V -0,— 0 co 5a� C TSB } : Op Q M: O 0 Q .t N � WV O U C) - a '0 LLIW'0~ w LLI Vj W O F- WSJ �IYZm Z Q H H OZO200moz < �yO O Q Zo dtq)w LLJ F- W, �o1J J LU aaO Z W Y W 0 ZZZ O W U W U p d, LL < 9_ OOW off? QYZOQ � U Q LL O F- LL CNI Z O _F- =/ 5 r, O z 0 F- M Q f^ M r— LL '-T z < W < U? F- W a. M 00 U Z F- Z W J WCID � N (N N N N N ti N � 4 � � 0 N o N O O o 0 000� coM (O o0 o 00 N N V N N O N 6 O N O N O N O N M O N ' O N O N oS O Ln o0 O, N M O 0 6 0 CO L NLn u , ; O r- C "I 0 Mi 0 mot' 0 U') CD 1 (61 r.: CrCO z Z O O _ �wU) O vo�� F— Q 0 0_ LO 0wHQ t� ZW �mOZ oF-W (D Z -J M z x Z Z LL (� W O_j2z O Q ULOZZ Z Z Fa0 U 'a OC� o M� W � W Z w J W /y1 M O >�,/��♦ LAST PLOT DATE Mar. 9, 23 Z� 0 J DETAILS C C c 30'-0" �Trr_c SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 ti CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �� Q M M Q U U U U U U U=1063# E A U-1063# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED INFIELD IF NEEDED ¢ ' ATTIC ACCESS' -7r/ A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U-1088# U-1008# EJ7A -4 A7G C3 0 U U U U 6-0" 12'-0" '-2 1/2" 7 7/8' 19'-10 3/8" ZN C E 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1/411=1-0 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" 2��` HEEL= 4 1/16" PLUMB , CUT — 2X4 PLUM CUT /f 12" I. I I 12" (0 TRUSS HELD BACK 3/4" PLYWOOD r— 3/4" SUBFLOOR �A CJ1A CJ3A N CJ5A 91 2 0 12 bc 12 2X4 1 HANGER CHART WON 8ALL H8" A T. FSF.D J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 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 CUE TC 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 APR 0 8 2023 \f /A Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT E 30' Span or less 60 degrees . or less 1/2 _ I I 2/3 to 1/2 I Tag line spanpan appa Tag line r span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 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 SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY PIN LOAD DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/18/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF C LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE 0, N. W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2466 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2362A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 2017 LAN# SCALE N333525R 1 4 L=r f. - Y, OF EL p M N O, o 00 LO AR 5 W O W 0 Z 08 `0 - U _W \ ' <M �o d M �7 N V �_ M u LL 8 0 U .NZ 0 ,�1 L l.N C N �vj >`. O E ^ y 06 CD W OWWWW Z IX Z LU CZ20 ro�Oma w ZZWaOO�°z O0jO�UJOW I.- Zz UOZ co 0 �Oow9OZHO� W�WOIQ°a U_ pW O� ¢ LL s� O Z CN O� Usti O 0 M Q U) 00 LL M_ Z0 Wz W J� O N N N CD N ti N 4 N � r 4 � O N 9 N O O O O � co q r M co to W 0 CD O N O N O N O N O N O N O N O to 00 O M � N O M C)0 0 � 0 O O r- 0 C� 0 CVO>�NMIVI.O(0►l- � o� O O O O O LO) 1 Cr CO (D Z z O C:)_ Wv WWCO Uo-o �0 0- LO-� zWFa ~ F—M02 Qf �Z�w %-2zW CLzzILL Cfl Lu Og�z O UL/)ZC0 . SeZ z =a0 U a OU o Ix z Z W _j M Uj M �/�,/ O LAST PLOT DATE >� Mar. 9, 23 t; Z 0 2ND FLOOR ROOF J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 4 =1 1-011 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS e; MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 713/4 = - (V o N CV N at 1,-4„ FALSE FOAM LOUVER DETAIL TYP 28 OL 6" 1" 4„ 1" 4, fV CV O QO O 00 EPS iv FOAM BRACKET DETAIL 9 NOT USED 10 4 = 1V Oil PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV 0 o 0 o " 8" LEDGER DETAIL 11 1 CASING BEAD 7/8" STUCCO WITH WEEP 4" STUCCO OVER FRAME SCREED OVER BAND FLASHING WEEP SCREED 2 o W N = z 2 1'-1 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 12 51 __ ■ FRONT ELEVATION B 1 /4" = 1'-011 ELEV AT 8'-8" T.O.M. V —MID WALL WEEP SCREED 5/8" STUCCO �_ OVER MASONRY ELEV AT 0'-0" 1ST FLOOR FF `—GRADE LINE 3 REAR ELEVATION B 1 /8 = 11-011 _ m�N Il�liil �p 1 � ,■ ill l■IIIII ■IIIII■II III IIIIIII11111■1111 I'p 11 II�I�I 1111 • - • OINT 11 I■I■111nn 11■111■11 n m■n�■�ui . STUCCO ■ OVER ■ ■ 1 /811 = 1 '-011 F- Ir 12'-0" N = z 12 51 A/C UNIT 2'-0" AND PADtT - i` 2h %/8" STUCCO OVER MASONRY LEFT ELEVATION B 1 /811 = 1 1-011 13'-4" 1 SHINGLE ROOF 12 16'-8" �-7/8" STUCCO OVER FRAME CONTROL JOINT MID WALL WEEP SCREED 9 GRADE LINE A5 _ ELEV AT 18'-0" T.O.P. CASING BEAD WITH —WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF -� ELEV AT 8'-8" ® T.O.M. 2'-0" --A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF �I�111�1�111�1�111�1111�:'�I�I�III�I�III�I�III�I�III�I�III�IIIII�I�11m ELEV AT , � III■IIIU.,_ ■IIIII■Illli�,_ 111111■IIIII■11111�,. 1111■IIIII■IIIII■IIIII■IIIII■U111■IIIII■IIIII■IIIII■1111 � � � • •" STUCCO - ' III■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIIIL,. 1■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■111 . .. - FF\ 111111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII CONTROL • � 1�giliii�:imil: I■IIIII■IIIII■I■III■II11111.11111■11111■IIIII.IIIII■III , ��■.nr1nnr,n■1r,■auum■u�rumn■inn■�■nnrIun • \ MID WALL WEEP SCREED ------------------ GRADE LINE _ ELEV AT 0'-0" 1 ST FLOOR FF APR 0 8 2023 VR//\ Virtual Review Assist, Inc. Plans Review cc!npleted and appro for c0 r,pliance with the 2020 FBC 7th Edition bY, Debra Anne Klahr PX2300 A G, n', ROOF PLAN B 1 /811 = 1'-011 G,1 A A" 1'-0" 1'-0'0�yr FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1 /300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFI\T,=425 SQ IN ATTIC V VENTILATION ATTIC VENTILATION TOBCOMPLIANCE LORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1 /300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 3. C7 N • J DOy , .. 1' • ►O 00 � A G 0 w 0 Q 0 N 1 E i o o 0 _W L M N ti 5 `0 2 8 U�0 Q _S • L^n` V w a 0 E� 7W >. .m w O�LL(DW 02<X<UO0jO �JLL QI- a 3WO9ZztRooJ9k L(LmWWWMX<O ~U O CY Z �z9KwzwUO0 JO aQ LL < 2co gLU23p Ow O z Q 0 w R 0 0 z W O F- ( Z) ti 0 0 ( Q w M � LL W ti F_ W m M Z U W J N N N N N N ti N 4 � 4 � 000 O CD o c6 6 co Cfl Op O N O N O N r N � N O CV O N O N O N O N O CV O N CA CV o0 O L6 00 O A , r N O M OO C D O .- �- O O NLo ; o 0 0 0 'IT 0 0 0 Lo N m Lo O 1`�_ COtn z Z -Zo _ O-� WU�'- oW�n �0 LAD M ZWF=-Q co �Z� �mzIx 0_zzu- W O�2z O M U�>_W z �QO � z U v :5O O F- W < Q Z Z z W J M N W V-- LAST PLOT DATE Mar. 9, 23 ' O z 0 EXTERIOR ELEVATIONS B & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0" II ,err. II SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0" 1 1\IC ^r- P ^^r- 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 3' 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 00- #15 copper to lights & outlets 1 00 AMP 200 #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 0 200 amp 150 amp I I Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS APR 0 8 Z023 Virtual Review Assist. Inc. Plans Review cumaleted and a proved for compliance with the 2(i20 FRF, 7th Editior bV Oehra Amp +( jhr }' 23"Cr ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH- 4 1/2" DUPLEX DOOR JAMB OUTLET Fo TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ $ SMOKE DETECTOR V-0" 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 HORIZONTAL �r 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET U SWITCH AT 36" 6 3 WAY SWITCH AT 36" -6o;r— 4 WAY SWITCH AT 36" —C PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER {C� SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY - 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -(�} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR C SMOKE DETECTOR -U-18= UNDER CABINET 18" -S-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 FZ-, 24 :FYP 24" VANITY LIGHTING E 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING C EXHAUST FAN/LIGHT 4 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND L` 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) I� MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR ® A/C REGISTER TO THERMOSTAT TR 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. cM N A N_ co -'v J DO& o 00 LO 7 ¢ ±� LU =O w 0 z /N, N Lr) - C'0q W L U our M co V) -5- A M AV' W u = M O o Q C .N w Q� V O ri 02 V a �a WW QW W ou-jwgYz =�I-w 0Z 2<2< a �X�0FV Q 2U00- 20E- � O?cnzzoo200mZz Lu Z �Oa.6zYozzEpWL)Da U C� ILLZ a�wo��� �W62L) ow o 0 oQZq�¢ �QW O ZW O� W ti O C)CM M L0 Q G � LL N Lid f— W (L M oo zv� Wz W0 J O (0 o Cq .o /4 0 ti CN 4 O N C)O N o .o O 0 CO o 0 N N N N N 0 N 0 N 0 N 0 CV 0 N 0 N 0 N 6 W to C)o 4 � 0 CA 0 p O r 0 CO 0 NLo ; o 0 N 0 M. 0 4 0 L6 0 CC) 0 lr-� LO Cr CO (0 Z Z —ZO _ O W0 W W (A 4--0 U_o-o 0X�EL Z LU �co0Z /=h=z V Z > 2 z x CL Z u- � LU O�2z O Q U a- LLJ Z Z z ¢O Z U g . Ov o W Z z z w J M N W T— LAST PLOT DATE Mar. 9, 23 z 0 1ST & 2ND FLOOR � J ELECTRICAL PLAN B 11w op 0o 1" FILLER O M 9 00 1" FILLER KITCHEN 1 /211 = 1'-011 -- HOLLYWOOD STRIP LIGHTS 1" FILLER KITCHEN 1 /211 = 1'-011 -- HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH o // \\ KNEE SPACE CV N fA - - co N � � w oo O N M ih 1 1/2" FILLER SHWR HD T PRE-FAB SHOWER PER BUILDER VALVE T OPEN TO DINING ROOM A7 0 0 00 o ih DW 2'-3" T-0" T-0" �� 1 1/2" END PANEL 2 1 1/2" END PANEL 2 KITCHEN ISLAND 1/2 -1-0 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH \ / \ / 2'-9" 2'-6" T-0" 4'-11 " 2'-6" 2'-6" -2 1/2" FILER 2" FILLER 1 1/2" FILLER 1" FILLER 5 O4/2 NER'S BATH 6 OWNER'S BATH 7 BATH #2 1 - 1 -0 1 /2 - 1 -0 1 /2" = 1'-0" (9 FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M' - BUILDING SECTION 3/1611= 1'-011 12 SSES AT INGS) )WN -ION op A 0 _ ELEV AT 18'-0" Adk T.O. P. ELEV AT 10'4" Adk 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 9 F_ _ ELEV AT 0'4" Adk 1 ST FLR FF c 0 2X6 KN WALL 1 34 1/2" M 19- 3 KITCHEN„ 1/2 -1-0 2'-9 1/2" T-4 1 !2" I 8 BATH #2 1 /2" = V' FOOTING SIZES AND RE -BAR WIRE SHELF "HANSEN" BC� 220 VOLT r------ ----� r------ ----� 1 14 1/2" X 16" DRYER VENT I I RECESS I I I I I I I I I I I I I I I I I I � I U I I I I 4 UTILITY 1/2 UNIT'2382 - B, L & M' FRONT SECTION 3/1611= 1'-011 APR 0 8 2023 ^ Ar . isi, ler ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8' T.O.M. ELEV AT 0'-0" OgL 1ST FLOOR FF N O ` N m cn M J DUy ,°no ' Q w w 0 z Q W L O N U M cod M 4 } co co co O �g —=pL�B o Q • V n` W LUu00 p � CQCN c C) C 7 CL w ui w W W J W O WO9 w w Q Q U J0O�m�u-00u- cyzIxu-°z2° OOmOOmzo�m 0 QUa ZD 00 0J Z Uw a�WzZmo�UOz"OWO LLIw� w wz LL Ow 0 o 0 0�� Uf-o�ora ¢ Q i O O Z N O� C 5 ti O M CIO < r I— a. M 00 zv� W W J0 O J 0 0 ce N N 0 N r— N tt d O O O O O O O CD Gi co GO T-7 O N O N O N N N O N O N 00 N N O N O N O N O N ad O Ln w O M r- , N O M O 0 � 0 O CD 0 0 N ; o 0 0 M 0 0 0 0 N Lo, C0 f�_ ' � coZ� �/1 �/ Z Z O w Wwv) o 5; O Uo F_°r_� a Zw~p W =m=Z F— V Z J m Z Z Z LL � w O_32Z �• < UDzz .. Z Z Sao U a OV o W � z A7 L4 Wce) M O T-- LAST PLOT DATE Mar. 9, 23 z 0 INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY If 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'URPOSE 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 BO i70M EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR `.IVALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCF,TIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY VVITH 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 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL •: WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.41WVF @ 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 Pm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TP11-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter must be removed beore exterior soKtreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior verti�aI chemical barrier must be install,V after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. APR 11 R )no, V_ /\ Virtual Review Assist, Inc. Plans Review completed and appl or compliance with the 2020 FBC 7th Edition by Debra Anne K[ahr PX2390 OF"FCO,, M �. " •� o CM CIO,' LO e e 00 oe - • LO ` ..,�. AR001 5 ',4'' •® Ill 0 U W tY 0 Z Q /N W > O o 0 W L ' >_ 0 U n co 4- N Drh U � M O O U o p LL8 ,o Q Ua.- �Q _s e N U LU !� N xt 00 ECO L CL co w�Lij wj XZX ZW w�2jtY02Xr)LL0000 U 1-- Z nX oEoL)oo20z a 00 U) 0 U)W(L8V5WuuW n�WQp a�2 W252Q0�a OW o 0 0< �QLL LL s! O Z N OLIJ yU)JI-, O D F- M Q 0 M U I` li) F-0� 10LM O� CL 2 00Z V F- W w JO J CO N N N N N N ti N i 4 � 4 r O CV O N O O O O O 00 6 00 M (0 - 00 - 0 N 0 N 0 N N N O N O N O N O N O N O N O N N O L6 o0 O A r- 1 N O M O r- M O O � (O 0 .L Nan>1NM1q, CD CD O O O O IUD I LO 1 (01- Z Z O LU O _ (n LU ♦ei O v F-O o a. LO ^ elf O a W = Z U H � ~m0Z (DOHW Z mZcr�ZZ (� W OgRz Q U�Z LU z f Se Z Z FQO U V a O O W Z SNOJ Q Z Z W M N 0 ,r-- LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL eeeeeeJ DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II 11 16GAx1-1,2" LONG (3/4%1" CROWN) I fl' I 1 Ili+ STAPLES Ca) 6" O.C. 'VERT BETWEEN I I M.4X I 1 I 1 a 16GAx1-VI" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES ;a) 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE; 14" = V-0" *DETAIL EXCEEDS THE REQUiREMEMTS FOR FBCR 703.7.1 LATH' `*ONLY APPLIES TO LENNAR TPAIJA7:`* 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 BLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR -1 GAS METER 0 O H C G 0 0 O 1'o o q ..0„ _ , O ir) � U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER CTION DETAIL GAS CONNE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8"@ 16"O.C. 13 �911 (3) 16d TOENAILS 2 X 10' @ 16' O.C. 16 5 (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + tt ++t +t+ttt+++ + Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8l1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x —lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� FILL CELL STD. 900 HOOK BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) NAILS T - CONT. #5 BAR 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SIMPSC w/ (22) NAILS 1 INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 2nd FLOOR Solid block all posts from STUU DS S above to bearing below. . SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2„ ) gap „ max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2° min. required when indicated or 4 max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cols imn wi Inadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check cal building lo64 code for appropriate details in1--One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" /10d1 nails at 6" n c. Q'i/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL 1 N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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 /FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. �!' 6„ A 1 Z' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" V-7" 1'-11" 2'4" 2'-9" T-2" T-7" 12 1'-0" V-1" V-2" V-2" V-3" V-9" 2'4" 2'-11" T-7" 4'-2" 4'-9" 5'4" 16 V-0" V-1" V-2" V-2" 1'-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" T-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" V-1" V-2" 1 V-3" 1 2'-5" 1 T-7" 1 4'-9" 5'-10" 1 7'-2" 1 8'4" 1 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s8 BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d I 6-16d R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL ° A Backer block (12" wide min.) Nail with 10-10d nails. --,,Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4%2" gap 1p 1___' I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS ° a . SEE PLAN FOR °• ° . • . • FOUNDATION INFO a. ° d ° STEM FOUNDATION GRADE REINF. SEE PLAN ° ,-1-1i1, 1i1 /Aiu k tumor- 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�� LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 31 . . a .3 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a I I` 4 UML I °' I I a. 4. a 1= •Tir=II,III —III I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED PENETRATION @ PIPE PLUMBING LINE I ----------------------- z •a •. in � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a a a ------� . a I_ III a� a = — I— f R �T II111I� ///T A 11rRA / a SEE FND. PLN. Virtual Review Ams1. Inc. SIZE & REINF. W js Devi cunlpiete;', and approved vilth the 2010 fOC 7th Edition i;y Uebra Anne Klahr PX2300 ch N O N �®F-FLO/,co M ' F.y LO •' , A 805 ; e, Q z ui ---- O Lu W 0 Z ^N A' W L N W L 'L o U 0 ch � 0 N } N M U -070- M A, 0 n W � O 2 oa U�8 Q)< .N O LU Q N C o E a` C3 � .9) a _0 W W (� W �LLI uj WOH W H— WSJ X99 zof z �D- JCO�o:U)LLUO�J°— Q Q U 0 D�0 ZLLU.— _J0ZI � O � O Z WMOWWWWOWWW ¢�<0L13 wwo�U°a 0a o 0 o�zgg¢ ¢ �- LL 0 ZCN LU Oi­— W�ti O 0 F_ M M Q L0 q) W a" C'M Z U Z W JQ J N sh M O N O LN O N r4. 4 I 0 0 1, 0 O O � o 0o 0) 00 co 00 O N O N CD N N N O N O N O N O N O N O CN O N CA N W OO Lo T-- o0 O A � N O c'M CD0 .1 0 O 0 C) O 0 (0 0 1 ''^^ Lo >1 0 0 0 0 't 0 0 0 1t I N I M I I U-) 1 (O ti Cr CO Z Z z O O 4_0 oWU) W 0 HO Q a ^^ i.� OWHQ zIYH W �co0Z =I— =Z Z j J 5.�Zof Z Z IL (0W Og1z O Q UC/) Z z LU Z Z QO U U 0 _o 0 Z S1. N 1 Z z J W N O 00 LAST PL9T DATE Mar. 9, 22 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TVARIES METAL PL, UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER a) 31/4" BASEBOARD u_ cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ° MUNICIPALITY. `o 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E CV T AD ° - Z CIO � — D 00 6 MIL VAPOR BARRIER I I , D •r 4 c • — r COMP. SOIL. (COMPACTED TO 95% I III I III I' -`I II I — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1 V-8" (2 STORY) I (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS —11O.H.D. RECESS z ° . rr fiI—III a ; _ a • . 4" 00 r SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) � D — %Hm ° • • 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH _ _ o I III—III—III—� r 8„ [ —1 W TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , "FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. ° ° .. a'. A Q. .°' o . ° ° a. a . ELEV.4-3 1/2" Z ° ° ... d ' ° ° ° °. °' .04 0 A.F.F. o ° • a °'. 2x4 CONT. a ° ''a LL• d ° ° A 4.4 - I I ° 4 ° A GARAGE DEPTH VARIES .° A' 4 A... ,° 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" �S3 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSO N SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21 WWF OR FIBERMESH 3 1/2" MIN. 1 —jj =1'3 1/2"(min.)- 4" 00 1(3 1/2"(M-in. - 4" ll - — °- - -•� 111� Illl- -I 11, 1L = ll1=1I1=ll1=Ll 111�1I I , I' (2) #5 CONT.I I 4" 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c��osw- NAILED W/ 8d COMMON NAILS @ 4" O/C Pos 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C A INSULATION PER FBC AND ENERGY \ co ors 8" C.M.U. FORM SUBMITTED WITH PERMIT \`�/ 0 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR . #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR 0 K.O. BLOCK 2x P.T. PLATE 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 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM "' 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BARLuD _ D . D GRADE 40 MIN. Fy= 40ksi GRADE N z_ #3 & #4 LAP SPLICE wl FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a Z cn D D. 25" MIN. LAP [30" MIN. LAP] g I —III —III —III I D _ _ Lu O0 6 MIL VAPOR BARRIER R I 1 D e' ° aPITI R 1 7/8" — n DTI I II I II I (III I II D • ° N z r #5 REINFORCING BAR 111 —III a • II_���1 r #5 LAP SPLICE LI 36" MIN. LAP [36" MIN. LAP] —II D XAZXXAII — _ COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM —�— I —� II 10" =1 I I=J 1=1_TI=Tf=III—I I —I 1= 17i=1 I f�l I �=1 I I =I I I I r D1557) III 1+ _„III ;1 11 I f1 I1 ;—TI � T— III —1TI —1 I 1 1—Mi 4" 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK —� I I I=11 [ I l�rlT�I 1111111 l� —11 ,�, .� l f— Ili. #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF 5/8"OR 1/2" HIGH STRENGTH -------- `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ — 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 WWF OR FIBERMESH �3 1/2" MIN. 1/2"(min.)-4" 00 — I —I I=11_ 31/2"(min.) - 4" =1 1 I=II- -Ii'- '' =1 I I it I I i — I-1 —III—III—III—I I=1 I I1-' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6 x 6 W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" 4 ° 'v GRADE .a 00 MP ++ -(1) #5 REBAR w/ii OPT. ' I —III —III —I I I I III I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' c O.H.D. RECESS E N ' r r L •... Cl) e' .. ►=ITS.:.' 7�• a. 1 I ITI T1 TI 4" _ III •a' II TI SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x WIJ 0� :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. ITAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI+ INTERIOR 'ENSION 120#) CONCRETE SLAB 00 E — M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR jk & LAYOUT DESIGN TOP OF BEAM IV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE OC Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE v � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL :o:• O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) �r WWF OR FIBERMESH BRICK PAVERS or SLAB PER ° 0'-0" FIN. FLR. COMMUNITY SPECS I I --=I I T�i� i f=i1 i=T7= " i i—Tf—Ti f—r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH Cl) E '� — I—�I_ 4 III—rl I (2) #5 CONT. —11 I.EE.1 I I I I I, „ I ICI I„ I ON T' CHAIRS 8 (TYP.) " 1'4' 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c� 4 0� ♦ . a IIIIII IIIIII IIII C ° 4 _ d, . E d � SEE A/S3/J/S6 4 I "� I f-1+"'II� "II 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND -- PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E v CONT. FOCTING STEEL MAT REINFORCING. T ' 00 GRA — — ° f—III 4 49 Lu Z — o a- I IIII T(1 I -�" _ • • °• I �=1 = I 1=� 1=1 � 1=1 � I I •—� — FOOTING 1 I I III—-III—III—III—I TI IU I . 1 T=]I ITIT _ �1- � BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 \/R/I R 0 8 Z023 Virtual Review Assist, In . Plans Review completed and approve for compliance with the 2020 FBC 7th Edit i:'y 0ehra Annie Klahr PX2300 ai N N �� • - �® o CO • ¢ J DO/y� `� 00 Cry , r AR0015 .• w 0 z Q nV) N L N E L L S'. O _W i,} �N MM N V � 0. u MO � tl 2 O •� Q — S O •� W a� V c o � L CO Lu W LU w ~ Q J g O � wx a< ZZ Q���CO (0�UOu- 00z20 Q Q U D a 0 ZuLL q(1)cr OZ0�00mZz (0 LLJ aP U �O Z Q�Q0WQi 5 IIIz �a LL 00W QHF= QW FaLL ¢ Q LLQ 0 ti >R O Z N Lu (n 5 ti O z M Q U M L0 u) _j - Cn LL ti UJI In F-W�M O Z U Z W wQ J O 0 0 0 r%� CN 4 4 r- 0 N p N O O 0 o a. 6 co CO o0 O N p N p N r- N r- N C� 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O L6 � oo A •- r O O0 4 � 0 O 0 O O Cp No LO > 0 0 0 0 0 0 C\ M Ct, Lri to, r; Z owO cn O vo�< �a Cy) Ow�Q � ZM�� =m=Z (.90 Lu 3: z x �ZZIi W Og2z O Q U D Z z Z Z Fao U OU O d 1.00 W Q Z Z z J W M N O ,r-- LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL J DETAILS -MONO -(2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION t�li FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE ---2x DEAD WOOD @ MID POINT w/ (3)12d , EVENLTONEAY LS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI �TYp) SEE ELEV. I II SIMPSON SP2 w/ (12)10d I� NAILS AT EACH STUD CRICKET AS REQUIRED ---\ (I II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHEF STUD W/ (3)10d NAIL; BLOCKING (TYP.) \ \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 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 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOWKB S4 KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT �F-3�mq 111 1R!!!E_4�®� n NMI •• �� _ , . •- • —1!i! ■■ill III■■ Milli NMI lHEM �Illl IIII� ■■ill III■■ Milli Illt� ■■lii III■■ �1111 IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O 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. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY -GARAGE FLOOR y,. TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a e d.. .. .ate ♦: . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 11 INTERIOREll WALL 7 5/8" 8" SOLID AREAS ARE ❑ STEEL AND GROUT_ ❑ ILJI DOOR OPENING 7 5/8" 8" SOLID AREAS ARE ❑ STEEL AND GROUT ❑ FULL 8x8xl6 BLOCK DOOR OPENING DOOR OPENING -Ct EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SLI 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 / 6 VERTICAL JAM . x J-B LT AT 6-3/4", - / " , 71 AND / " ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a. WALL ° n. ° c DOOR STOP MOLDING 2 x 6 P.T.711 GARAGE DOOR J-BOLT TRACK BRACKET r. DOOR TRACK--' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' . 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER w () \--(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 R S4 • INTERIOR HEADER: 2x6 WALL, USES 8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. Op 0,4 U.N.O. SEE N/S4 NC ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d \I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . <&, SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE/ OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rm SCALE: N.T.S. S4 F= 2240 LBS SIMPSON (C i i P.T. ATE anvIrOUN orf+ SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M O d 2X8 P.T. BOTTOM P AT: SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LB: USS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" AGGERED 3OLTS @ 24" O.C. NX PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN, 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. Z&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVEV� 2X BLOCKING Virtual Reviev Plans Review co for comRfianCe ill- the by DeLra Anne h (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY NE K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C @ 10d NAILS @ 6" O.C. / STAGGERED A T a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) S AGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" L: (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N N Cpy." Lo 00 � Q ` AR ^80 • Z ULI w w a z a '� U M 2 N V -0-a_- 0M C:� O E V 0U-8 c '� ^` w Q N 0 c a �� Dui vi wo - wZw O2���H Z¢�0z20 <o ZLL CYn oomoomaz QzoXJ<Ow�LLUo�-, jmaw�v5�map NzgLWo �LIU) a<o LL OQ � oQzg Q U. LL i O z Ll1 O� U ti O 0 m QU)CMz J U) LL. U) li) M a Z V z� Wf w J 00 co N N NN N NNN rA3 CV c,ed d an proved th EditiO o 0 O O 0 T_ 00 O o N 0 0 O O O N O N O N O CV O N CV N N O L6 O O A �- 1 N O CO C)0 0 0 0 0 N �,^ L♦ N > 0 0 0 0 '-t 0 6 0 0 U N Cy) Or-� 1 00 vJ z z O win O_ o O v_ 1 0 < O-0 OwIX LU �a zW W ~m@Z O J Z 3: 111 Z W CLZZ (� Lu Og�z �-- p a U z 0 Z EEQO U V Q J 0 Q z Z z w J Uj Co N O LAST PLOT DATE Mar. 9, 23 z O STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-? (2)16d NAILS? IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \ 45" ± SEE STRUCTURAL / NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM • @ 8'-0" 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EA. END @ 48" G.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .' BLOCKING • 7/16" OSB SHEATHING FATTACHEDW/10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d-TOENAILS 10dX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORDL EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE INTO 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 x "L(2) 16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUr. @ 48" O.C. SIMPSON META12 w/ (7) 1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 10d 3" 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. PLATE SPLICES w/ 3/16"x2" NOTE: IF EMBEDDED STRAP MISSED VERTICAL WEB, USE MSTAM36 w/ :7) 10d NAILS & (4)1/4"x21G1° TITEN ON OUTSIDE MINIMUM 6" FROM 0 PLATE WASHER SECTION 1 SCALE: N.T.S. S5 MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24" GABLE WEB SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. MOISTURE BARRIER 2 S5 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING ;0 '° SCHEDULE FOR INFORMATION `° SHEATHING DETAIL BACKNAIL w/ 1 1 1/ ' (2) 16d NAILS - WOOD TRUSSES `� '° 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF lx EACH JOINT w/ (3) 0 BOTT. CHORD FOR 4 TRUSS SPANS 10d 8 (2) 10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2)16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF • 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2) 16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL S SHOWN FOR 3 PLY x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLAT E SIMPSON SP2 w/ (12)1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 1O/S6 FWOOD TRUSSES TOE NAILS AT EACH END @ I 24" O/C (TYP) "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSSXZ-1/2" CDX PLYWOOD OR 7/16"\-BRACINGw/(3)1Od x 3" AT OSB SHEATHING ATTACHED • EACH CONN. @ 24" O/C W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU CONNECTION MASONRY WALL Hj��ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE A ) 2x4 T ON TOP OF PANEL—/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3' @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D .SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL SCALE: N.T. GABLE END BRACING DETAII IINIMUM 2x :ROSS BRACING 'EE PLAN FOR OCATIONS) (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 J S. S5 TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W, 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) `STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE:3/4"=V-0" MEAN WALL HEIGHT UP TO 30'4r - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD END JACK 1 V-0" MAX. WCr C7 a 2 ✓,9 CORNER JACK Y v , I W z 0: O U HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5� CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. o I o 0 No !, 7dri ON cc mm m m NU i t: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C, MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION APR 082023 'E Virtual Plans Review Review Assist, Inc. corn /0t Cornpliance with the te2020 and aPpro�e by Oebra Anne Viah P 8C 7th dition X23CO 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION DS @ 16" O.C. r OF Ftp CM J DOA,�,'F -Q ch i ' LO i 0000 in 1 i .1 158 T Q a w1 Z _ 4 g Q w x 0 z Q C W 10C) M o U M CN co N V Ood o" co 2 0) p - 9 Q C �* •N O w�� QN C I` o E a W 0 LLI dui vi WOH WFW a M�J WQ~zxLU Z X5 03fr U-006 JO Q < V 0d dW�WpzpwOxmzp=) QQzLL'ly 0z�0�HQ~ 0 0 00Z a v�WW v� �Q Q~wpW�`�ZWWoOO¢ 0 o 0 o Zqa¢ FQa s! O ZCN W 0� I MO Q m � �(1)U-ti M a 00 Z U Wz� J 0 N Cr) N N N N I,- N d T- 4 T.- 0 0 0 O O O C60io 00 CEO 00 CD O O O N o N 0 N 0 N CD N 0 N 0 N N bb O L6 00 O M e- �- N O CO O d O O Cfl 1 .0 N N 0 0 Ci 0 of 0 4 0 0 0 LO 44- LO c6 l` CO♦♦ ^T VJ Z z —ZO W C)o wwv) L) L� F- OW 0 FF---a ZF- �� co0Z V Z W ZX a,ZZU- CO W O Q VOa2z �ZZ 0�.. z Z �Qo U �e Q _O m Z z W i W M o � LAST PLOT DATE Mar. 9, 23 Z4-0 O STRUCTURAL J DETAILS 12 I BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S,P.F. TOP PLATE (2) LAYERS ASTM TYPE I OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE: FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE I OR ASTM D4869 TYPE Ili OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1 ITEM A OF THE FBC 7TH EDITION . (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" -HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE 11 ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE WI 8d @ 4" O.C., 2 ROWS lx2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL u� NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT ,L FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w m W/ (4) 16d TOENAILS TO TOP PLATE ) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. _, � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d =i w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB lu, CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX, EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER a� 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 0 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY -. N.�° d e e � II I -III -III -III II ° 6x6 W1.4xW1.4=T WWF OR FIBERMESHI I I=L= I—rIII III d STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) u_ U 4"x4" INSPECTION PORT AT Cc w 0- EACH FILL CELL TYPICAL Co AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR / CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE ISH GRADE 00 '� I ",I I E I I �J'I I I' \_STD. 90*HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION T SCALE. 3/411=11-011 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING CAC I WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" FOR ADDITIONAL INFORMATION. RIBBONS M DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° IMII:-.= I —III=, I I I I I I ITIJLI� I I I I I I i ��I 1— #5 CONT. ON 3" C 8" 1 8" lI 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. i 15132" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF ui � NOT FULL ' HEIGHT SHEET- o ( Z G` FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND 3LOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM (2)- 2x TOP PLATE BEYOND I 15/32" OSB — EXPOSUREI F F SHEATHING w = SOLID 2x C BLOCKING @ ALL C SHEATHING p EDGES (SEE OPENING SECTION X-X Lu aU C x 7_11 w Me. x E uj 2x STUDSLu BEYOND. (n TT SEE PLAN O O U) ------------ 3/8" "S" = NAIL 3/8" SPACING 3/4" S^ 1/2" 1/2" I S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFp�� 0� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY¢" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Ye"• Z C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O O j NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O ¢ w C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C. of C STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL LLj O = ) PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F > a O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ ¢FOOcn u~i ~ LL !� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O ~ MEMBER IF GABLE END r- . " NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS o EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIEERMESH 1 C n. a ' III--- 11I—III_ II a ° I-IIIII II I I I ° _� I _I dgr1l 1 1-1 a d —� F I (3) # 5 REBAR ON 3" CHAIR q„ III 1 _g C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 k FINISH GRADE W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0" ADDITIONAL :NFORMATION. 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TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16„ 0 X 3 LONG FURRING 3-1/4" LONG X 3/16"0 - FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ DETAIL O.C. 2-ROWS INTO PER MANUFACTURE -1 MASONRYTHROUGH 1-1/2" DETAIL 1 x4 P.T. & 1 x8 P.T. 3/16" x 3 -1/2" TAPCON 16" 1 x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 4 I/L UM T VVMLL 1r2X8 TO PRODUCT APPROVAL FOR CON 1X4 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. &FROM EACH END w/ M. 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" F1GT01I BUILDOUT a) OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3114" 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 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BJCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH Wl (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. V B-B /4" MAX EMBEDMENT INTO ) 2'-0„ 8„ BLOCK HEADER SOLID BLKG. A''" TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2 � 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. ( ) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CU-7 OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 START OF ARC 4' MAX. RAD. PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE:: N.T.S. SS PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (NPR) STD. 90' HOOK (1 t 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" SIDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4YV WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS PROVIDE 2x dr CONT. W/ (3) 12d 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 IN--O 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. 1,, :' •.- 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::'':;.;4.^; 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 BLOCK: 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 #2 SYP @ 24" O.C. _ // 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'4" F.F. I 1 GRADE M z ° (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 ,R YP.) rHE :S 1 IAIArY`CDTAQI C IAICTAI I TI(1AI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN `'=' SEE N07F t BELOW 70, �x SUF ALLItu' BRG WALL TYPE I�- �- ALUM - _ - PER PLAN 1 t� - SS NA F UHANNEL,-4 ------- - - FASTENED PER I DIA ii NOTE 2 BELOW -- I ' � CONT VENTED OR - :0_ _ _ _;F - T CONT 2x4 NAILED TO - L 2x BLOCKING NAILED TO TC I3LC-)CKING vd 2-12d NAILS (") CHORD EVERY OTHER TRU w/0.12d NAILS. TYP. ("'J 1. G.0 i BUILDER TO VERIFY!PROVIDE SOFFIT N-IATERIAL SPAN CAPACIT ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL ._ _•I _ LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUR1_ INC FL# 165__' - PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CLIU w! T NAIL .097" DIA. @ 24" O.C. m 5i6" MIN. EMBEDMENT - WOOD wl (3) 16 GA. 314"x114" CROWN STAPLES @ 24" MAX. O.C. i:'� PATTERN SLOB FASCIA wi 16 GA_ 3/4"xli4" CROWN STAPLE (P EACH GR00% SF01 STRUCTURAL SOFFIT SCALE. 3J4" - V-0" (") FOR ALUMINUM SOFFITS WIT u REV 09.23 2021 > 1'A 1NSTALI_ M1D SPAN BLOC THE SOFFIT FL PA INSTALLATICf, '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. x0V (2)1Od NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD + + C�yOTy PLYWOOD SHEATHING ++ + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7AP CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT i 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP RC:AI F• 3/d CC= CW=:T M Akin z 0 U_ 0 Lu s U U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADEL. INFO SCALE: N.T.S. FILL 1st COURSES SOLID W/GROUT ° :a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. °. e•'" OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" t NISH - > p p #5 BAR CENTERED W/ 90, 11 IN TOP ° _ p KNOCKOUT/ N CHAIR BLOCK MONO FOOTING I = p o A. SIZE AND REINF. PER PLAN I I— •A. ° ' AND SECTION DETAILS -I ° I CLEAN FILL ° DIRT D Z ° STANDARD 4 u 90` HOOK iv #5 BAR IN FILLED CELL a A � - ,• O i a• P V �- �• 0 O e- n• 9 �.. a• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: 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 t 2") APR 0 8 2023 #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ i Virtual NON SHRINK GROUT. Review Assist, Inc Plans Review completed and a for compliance with the 2020 FBC 7thoEdtion by Debra Anne Klahr PX2300 #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY .,: EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. CM ®f' F L Off' J DOy,lf�Z ' Z ARO °1m4 �' • , O p z Q N NLOz7, E W V Q10 o O w d M co N O co u MaM /. E .r - M W _0 O L`" 4q N Q °N w p_ < f -Cy C O ` o E� a .02 W Uj LL W O LLI C6 W 0 I— Wes¢ W2-j MM~zx z ¢ Oj - J(n O 3i x m W 0 0 2 J � Q Q V H H :gyp zI�iLL0z2001-¢Q 0wx§0z,tR00mzz c� ('J O O O Z In Oa�zYOZzLLpw01CL j W Q— WZ� ¢0W D(1 IL MI—gY4 m 0 D�¢� Q OQ O O Z W 9 1­- > (n O <�CMO J � 2z < W�I.17 I-0M of a. � � Z U W W JQ N iml N ti N 4 O N O CV O O O O o o6 CIO cDb000o�� O N O N O N O N O N O CV O N 6 CV 9 � COO O M r N O O r� '^ �: / � � O r- O N O Ch O " O In O CO O I� Cr 00 VJ z Z O _ O �w� �"� 0 _vo�o Q ,0 OXWM W ~-~ Z IX H � v Z � W G Z W Q.ZZL- W Og�z Q U�Zz Z Z a0 U a OV O FIIIIIIIIIIIII W Q Z Z z J Wco co N k O T— LAST PL§T DATE Mar. 9, 21 Z O STRUCTURAL — J DETAILS-RETRO FIT NOTE: SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS I=C)P RIGF ANTI RI IN INF()RMAT1r)N 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -PT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0' V V/1LL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED - NAILED SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING SECTIO ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" N VIEW SCALE:" = 1'-0" Or f F 2x4 ST( 2x4 SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/t X 2" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS •2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/'a X 2" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /rAI M UUIVJ I MUU I IUIN UC I IRI L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT LTO )ISTS) !L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES APR 082023 NAILED AND )TOP PLATE JD N RIM BAND, Virtual Review Assist, Inc. JD NAILED TO Plans Review completed and approved WALL BELOW for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 JOINT _ TO )ISTS) u 2. PSON M 10dx1 ECTION VIEW "H" SCALE: 1" = V-0" �' ch N OF FLO N�S CO • J DOH�y� rr C 0 3 w z Q L 0 8 U _W •- pM0 m 00 M 'i D M 0 f�t'' OCS % Y -0-0— M A� E -a r O � � p�8 oQ •N w QN k �CC 5 W C co a �0. LLILu �LLI O���za w~ 0 2LLI Q�W9�e X 0 LEL)000 =) X 0 d Qw0220H-� 0)9LL0m00Zz wOz� aV5wq'w�oap Qz U Z LL ¢a_< W<N?wzO�Uoa Q 00� Q�-Tj DYZ�Q U-< i0 a�-QLL I� O Z N W O� SQ 5 ti O I— c° � M � z a- U) Q mU�ti LC) HWILcM 0�CL2� ZV~ z3: w w0 J O mi d' O O O N O N O N O O O O Co6C; C0M CC CO 'r- O N Q N Q N N N O N O N O N O N O N O N O N O 0 to T CO O M CN N O M OO 11 r Q Qi O Q Q T- r 0 Q 0 1 CVO (DO >�MO'tLOCDI,- O O O O 1 CO ♦�/�J�� V Z Z —ZO O _ WwCA O vo�< I— owmQ 0 n Zx~� =m0Z Z � J Z w a. Z Z LL (0 w Ogmz O Q U z Lu z Z Z FQO U g Ov _O m a z Z z J W M M O W V-- LAST PLOT DATE Mar. 9, 23 0 z 0 J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LI14TEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTF IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST-4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-OB 8F12.0B 8F16.OB 8F20.OB 8F24-OB 8F28-OB 8F32-OB LENGTH 8U8 8F8-1B 8F12-IB 8F16.1B 8F20.1B 8F24-1B 8R8-IB 8F32-1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 T-10" (70") PRECAST 1062 1105 1173 1 1631 2090 2549 3009 3470 1451 2622 1 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 �1238 2177 13480 3031 3707 4383 15061 1238 2177 13480 5381 8360 10394 3 8825 14 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 1 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 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 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.RNR NR NR NR NR NR NR 235 420 750 1037 1282 1 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.RNR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^"-4 " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-08 BRF10-OB 8RF14-OB 8RF1H8 RF22.OB RF26-0B RF30-06 LENGTH 8RU6 8RF6-1B 8RF10-IB 8RF14-1B 8RF18-1B 8RF22-18 8RF26-1B 8RF30-lB 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 18060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 1 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 1 5743 7239 5623 755 1490 2459 3776 5743 8998 19 n3146 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 526 999 1568 2253 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST R, PRF_STRFSSFD LJ-LINTELS C,4^G" SAFE LOAD ''"� ■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR E" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/► SAFE LOAD ''"� • � PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=T-`m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-IT 8F16.1T 8F20.1T 8F24.1T 8F28-1T 8F32-1T LENGTH 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152P2842 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732530 686 1183 1526 1865 2204 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 115115 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 (141 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 1052 14 1218 14 14'-0" (168") PRECAST 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 1625 1 1874 1 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 15'-4" (184") 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 341 (11 446 1 546 (121 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 L629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 17 1 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^"-4 " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-08 BRF10-OB 8RF14-OB 8RF1H8 RF22.OB RF26-0B RF30-06 LENGTH 8RU6 8RF6-1B 8RF10-IB 8RF14-1B 8RF18-1B 8RF22-18 8RF26-1B 8RF30-lB 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 18060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 1 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 1 5743 7239 5623 755 1490 2459 3776 5743 8998 19 n3146 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 526 999 1568 2253 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST R, PRF_STRFSSFD LJ-LINTELS C,4^G" SAFE LOAD ''"� ■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR E" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/► SAFE LOAD ''"� • � PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=T-`m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-IT 8F16.1T 8F20.1T 8F24.1T 8F28-1T 8F32-1T LENGTH 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152P2842 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732530 686 1183 1526 1865 2204 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 115115 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 (141 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 1052 14 1218 14 14'-0" (168") PRECAST 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 1625 1 1874 1 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 15'-4" (184") 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 341 (11 446 1 546 (121 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 L629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 17 1 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST R, PRF_STRFSSFD LJ-LINTELS C,4^G" SAFE LOAD ''"� ■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* T-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR E" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/► SAFE LOAD ''"� • � PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=T-`m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-IT 8F16.1T 8F20.1T 8F24.1T 8F28-1T 8F32-1T LENGTH 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152P2842 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732530 686 1183 1526 1865 2204 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 115115 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 (141 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 1052 14 1218 14 14'-0" (168") PRECAST 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 1625 1 1874 1 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 15'-4" (184") 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 341 (11 446 1 546 (121 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 L629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 17 1 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 * SEE NOTE 18 SAFE LATERAL LOADS FOR E" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/► SAFE LOAD ''"� • � PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=T-`m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-IT 8F16.1T 8F20.1T 8F24.1T 8F28-1T 8F32-1T LENGTH 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152P2842 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732530 686 1183 1526 1865 2204 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 115115 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 (141 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 1052 14 1218 14 14'-0" (168") PRECAST 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 1625 1 1874 1 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 15'-4" (184") 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 341 (11 446 1 546 (121 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 L629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 17 1 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=T-`m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-IT 8F12-IT 8F16.1T 8F20.1T 8F24.1T 8F28-1T 8F32-1T LENGTH 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 17636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152P2842 591 851 1326 1705 2084 246310'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732530 686 1183 1526 1865 2204 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 115115 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 (141 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 1052 14 1218 14 14'-0" (168") PRECAST 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 1625 1 1874 1 PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 15'-4" (184") 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 341 (11 446 1 546 (121 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 L629 1 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 17 1 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 (#) 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 CAST-��N7+� SAFE LOAD - POUNDS PER LINEAR FOOT 1YpE 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T LENGTH 8RF6.2T 8RFIO.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/491 /4" = 1'-0„ 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 e � d PF > C C 8F16-1B/1T 8RF14�1B/0T 0 L: e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 e . 4 > D O ° e � d � e° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f41-1/2 " CLEAR C. M. U. C w z w j #5 REBAR AT in� J o ° BOTTOM MIN. (1) t < LL REQ'D z o Ce a 16 GAUGE POWERS CY 3:" STEEL BOXED N 102 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. 00 zGROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH-� NOMINAL HEIGHT REBAR OF #5 REBAR AT TOP J � w = �o C I APR LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 LLJ 0821 Virtual Review assist, Inc Plans Review comPletetl and aP LO compliance with the 2020 FBC 7 by Debra Anne l;Iahr PY,23C F. z co 0 LU 0 LCN L (LL IT rl- n CD < owwm CL 4.0 2 O p N J DO, , � � ' I Y- Q i !tl\i/ OJ -z ' W 0 Z Q a L •i � � o W 0 M � d V n �_� � M rN u. 8 o Q 10 = • N N • w /C/l LLN C OE f° 7 L -0) O w w W W W I W�J W W YZtr Z O�-1a0U-000J0 Q � L) v_ Y 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 (1)#511 (1)#5L (1)#5U (0)#5L (l)#SU (1)#5L (2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (21 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST 1 2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 121-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14' 8" 13'-4" PRESTRESSED 2 No. 3 () I21 7/16 strand + N.R. 522 522 360 499 2 No. 4 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + N.R. 473 473 328 455 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'-0" PRESTRESSED 2 No. 3 l ) (2) 7/16 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 I21 7/16 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 I21 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEU QUAN ITY Of #5 BAR AT S - SOLD LINTEL �LOWEI LINTEL CAVITY [8xl6-P-1 L/1IU: NOMINAL WIDTH) ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#PU (0)#5L (1)#SU (iJ#SL (1)#5U (1)#5L (2)#5U DEfAIL'H' DE AIL')' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10 V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'4" 314" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE (21 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7' 8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 64" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 17-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 No. 3 () (2) No. 5 642 642 306 599 �• ••''( ,i '•• y �:r 41 "�.�.1. '��•1.i' 0'1. DETAIL "H" DETAIL "J" DETAIL 10 TYPE DESIGNATION P - PLAIN LINTEU j' QUANTITY OF #5 f AR AT S-SOLID LINTEL I LOWER LINTEL CA/CY [8x] I6-P-1 L/1 U] NOMINALWIDTH� J LQUANTITY 11#5 BAR AT NOMINAL HEIGHT UPPER LIN' EL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCT S, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4' 8" 3' 4" 3'-0" PRECAST (21 D4.5 WIRE (2) No. 3 1966 3390 3C53 3053 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2C85 2085 6' 8" 5-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T 8" 64" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 I267 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1000 1 1000 6E6 903 DETAIL "DE" DETAIL"DF" DETAIL"DG" TYPE DESIGNA riON P - PLAIN LINTEL/ QUANTITY C #5 BAR AT S-SOLIDLINTEL � f LOWERLINTILCAVITY [8xl6-P-1 L/]U] NOMINALWIDTH+ILQUAITRYOF#5BAR NOMINAL HEIGHT UPPE2lINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1J#SL (1)#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE f2l No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-4" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.� WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 &4- 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'44 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1 121 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 1 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14' 8" 13'-4" PRESTRESSED (2 ) No. 3 (Z) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 711 strand + 1095 1095 551 887 2 (2) No. 174' 16-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 strand+ I21 7(2) 607 607 317 601 No.S 2 o. 2V-4" 20'-0" PRESTRESSED (2) No.3 (Z) 7/16strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S 11 IZ) 7(2) strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLD LINTEL -1 rLOWERLINTELCAVITY [8x16-P-1 L/l U] I L NOMINAL W IDTH'•' NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U • DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'-2" 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 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6-4- PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 1214" 1141 PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'4' PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 711 strand + 1948 1948 1093 1591 2 (2) No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 f2l No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18' 8" PRESTRESSED 2 3 () No. (2) 7/16 strand + 1008 1008 573 1048 2 No. 5 21'4" 20'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 M•�y .•atYy ,•a�;1y •li•i ':s•i: 'iiw DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAN LINTEU r QUANTITY OF #5 BAR AT S-SOLD LINTEL i LOW ER LINTEL CAVITY I [8x1I6-P-1111L/1 U] NOMINAL W IDTHJ J L QUANTITY OF #5 NOMINAL HEIGHT UPPER LINTEL CA GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L # 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 I0000 9686 10000 4'-2' 2'-10' 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4' 8" 3'-4" 3' 0' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'4" *-G' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6-4" 6-C' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9' 8" 8'-4" 8'-0 PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 i"fir {`�,, i^•�•,. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU QUA NTfrY OF #5 BAR AT S-SOUDLINTEL -1 FLOWERUNTELCAVITY [I8x16-P-1 L/1 U] NOMINAL W IDTH+ L QUA NTRY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN °O 7/32" STIRRUPS AT 4'-0" Cc 50 00 + (TIED OR WELDED) n In BOTTOM BARS iN SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" m z co N f") 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM THE SAFE LOAD ABLES B CALCULATING MAXIM M RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 314" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 1 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 1 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1114" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15' 4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED 2 3 () No. (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0 PRESTRESSED 2 O No. 3 (2) 7/16 strand +" 1348 1348 753 1330 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 11672 No.5 22'4' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No 5 1 (2) 7/lb strand+ 24'-0" L_ 22'-8" PRESTRESSED (2) No.3 I(2) No. 5 898 898 481 947 TYPE DESIGNATION ,'r•�; ,,�,,, �•p(v'� C; ,�,., C�.lpy P _ PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY 1 [8x16-P-11L/1U] •{j•: •{' •{•r'• NOMINAL W IDTH QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Ut I AIL "U" Ut I AIL "FUt I AIL "tl" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL DU DETAIL 'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3-9' PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 814" &-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 •'lri: ''1:'• •Z DETAIL "DL" DETAIL "DM" DETAIL "DN" _ ra UNIT'2382' - 1ST FLOOR PLAN 1 /8" = 1'-�" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 11 U (11 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'4" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIPE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 - -..,: U1.6i .. W-1 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U {1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (I) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4' &' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (21 No. 552 2996 1183 9844 71 ,.r Yy DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION s=n rtSF� xlb-P-IL/li ] TYPE DESIGNATION P-PLAIN LI NT EiI QUANTII'1 OF#58AR AT S-SOLID LINTEL LO'NERLINTELCAVRY [8x1 I6-P-1 L/1 U] NQ.b IPA.:',IDJ J LQ6�ANTPY Of "I BAR rJCn•R:A HEIGHT U%PER LINTEL CA'JITY APR 0 8 ZI Virtual Review Assist. Ind' Plans Review completed and app for compliance with the 2020 F13C 7t by Debra Anne K(ahr PX2366 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN Wx8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 9'4" Precast 222 772 10'-6' Precast 156 600 114' Precast 132 651 12'-0" Precast ill 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N CD CD CD M CD ° w J QO y�9. ,� 00 LO � P • e e ' • e Q ft AI•a 0' " i l`1' w z Q V) W N LO N E L 0 o O ❑ M d t/1 � M O O o 5 L.L. g Q •N 10 w QN 7N V >` o E"' m CL a W OW~LU J Z RU_ O Vw V Q�_J�0gdLLU0 OZOQ UZ2F-U- L <O CQ z W Z �WozoLU aazWP12 aJ�Oz m2S o Q <L� U_ 0 f 0 Z ll.l O� CO O 0 QU)MU? L vJ z U, Z U H z W W J J 3 N N N N N N r N 1 I'll � 1 IV � i O O O ved Edition O� O O MO W 0) 00 mo0000 T- - N N N N N O N O N O N O N O N O N o N O N OO U CO O M N O M O0 V - 0 O 0 O O r O CO O .N N� ; o o O o It O o O ti U N ri F.n CO �' 0 (n z z z o 0Uj _ own � 4"' 0 V_ H0wa o oQ LO -0Zwi-a ~ z z (J z w � m z m t1zzLL (0 w 0 1 z >0 < UDzz . . Z z �QO U a OU o W Q' z Q Z w /Y'� UJ M O w LAST PLOT DATE Mar. 9, 23 ' z 0 STRUCTURAL FFFFFFFFFFF� J DETAILS B (LEFT) r- C_ Florida Department of Business & Professional Regulation Papas as Florida Oepartmerd of Bu&ness 8 Professional Regulatior Pail I p ': Florida Department of Business b Protessldnai Regulation -l:,n:t,1 I Iva w, •r 4 Nut I 's I + =s_.^ .1 a )nr,l runt Pape, mz v, � W }• /11 Building Codes and Standards 125r.92i BulldingCodes and Standards re, n,; Building Codes and Standards F .sldf„� G 3 rr FJL:1 Q n t �a Product Approval Applleation Detail Product Approval Application Detail Product Approval Application Detail ts: ouur I A Ill), , ry I At,14, .,lion Detb l � r O 1/LjWJ� - FI v14 t t'ffi � Enter 991 ➢IE.t Dora Pending S.9dt P.69Rz.4L llYt Putt Dart raendrlh t. ; 1 salt s Q7a eellAna yg), /� ,■re�rl� " *+ alter Yourffi9D R-N.. 2Y= land i:turerr Thernla-Tau Corporation iig� EtFE &License Valdated By Stern Jazpersen Lyndon F. Scn-d! p E Ryan J. Kong 'P E tW 1'OA371W21 Ft GAjobift Submitted 0�16J20']1 1d13rXT2' 120`167=1 AFp-ed =' ��urw cipolft Akashi YaWtee au Yell f g Fie Amn>vr , T Varrr l leartracur+w cacao~ Emm�era LI.- vmaam er y,�ap submitted FBC AlsNO" Ag._. _I :.o rl__ . t--;()., �- a°`I -7:-IS-i"-_ c_-r_ 'l. E-L. 5 S L:=a .�_i^,.Ea,'a�r'tt Y96 .,d FBCJ aaa l � jam,, • � i„� Nflmatbn 2QU PGTMdusa'ks sir,•Roih'rsea 161—i-D.6t 8CCO CER h4mrnl-Code 13CCG-VAL - IIx6rAlN II:Cdr'C23 1111V$:,.'i, Aweed R s— 202C MI Ytnnt ind Dols Rrem31Y r An,tnron AJChotoui3i Aeaxn 4 Onch_PE IM920b) IQrd9F2o20 10nb . - _. •-: -.. .. _,.'... ''r'•- •.°: ..,. ,:a: -a : 3 r.-, -.:. 11F22R020 11,22nm 1112SM20 Apprewd }aW YJ +'• Cabgery Exiris OVvti S)aspl'reeno28ecmalfuCd P£�.,.1 8t3 787-B.r,bri { ) sit ty' +O+ g Exterior lees s)9sper.al� Dry, ae�,au.'< - (' 2 (9:1)48a-Q100 mE)'3t5-_59tl C� ems,: Ylndp.S T17l 3E_5r � MenuNeWnra A. —Yuan 017)-117,"54 4'..,. ,-� ., .,.; ' �, -cu � i ` (n CompllRegi MMh td: Evaluation RepgfH 11111 Rep rttroM m Sr4lCregcgr Sxryertung Irvblsltialiyrndl.fdd.0 O m�Crntcpotyr NbiTGrYAl:ada trvL'. ge`�mi•rd.can r .,r^ka A•1F�-.L r :.; '1 - :. 1 V •7L5 i Florida Registered Architect ore Lcenaod Flada Carph—MWhrt rarldcenm More a Lh,mg Cs�l:lunce Mebod C«OlkMion Mih sit LaWnq v O O r551 Prdaesaanal £rlgirwwr FtRNAZIl lot t6 FLa1=J-Rio Pronu@s •'t _ r "'1i"'' F11201634U Products Q Out, Asna>esa AggreYad fur the Amrcved 1m the pniw Qual t Assurance 80H9Yfd.1415l3f Alaabyed for Ub 1 :_. g..I r >+�__ � �o,Y•: A,,,Adrl U,i AominghY Ltea ham )mil O Q O QrrallN Asiunnce Amealvad liar Lad A2oeo4ed ro! [far !g)aiCd !� Pressure Dion!n 2 product: Yodel Number a Rama sN5w5 kaseeie -pin") Ptoduct Dm"ki ion corral Emlrrlon Do vinyl single Iimg VMnlrev 0,r,,; _.5 Quit" HYH2 NVNz lSt Yes re, s ua slut pn< �gd Ysssfsi. ll�•nbr hrarlw g_ P,�t Gam ,o.nnts t2+Dttle.E'1Qli !lWti� _ _. •i e --. _..,1 r.••,/-I N, r/ ..v •. N.. :.. n ye, _r tril � , C lain.'. E [ I, xr•:r Ill - out" N\MS Aoidiraul � � 5-0 Product Model. Number or Name Product Dneriadon contract EXptratbn Dade Outside HVHZ RecicterM rLarge is HS I" Rn ind P-li. Frio. , Td+152 1I-W. r ;a..s 7211612024 N. Yes rig � " 4 No Ym No aed40 _ 1 aThermwTru Fiber-Clas6io and Sn1D01h-Star Nomwal0&M3e.S&Qw Non-ImpavAquotCwaue 12r31/2W No Yes No N1A (6 0 a,,_ Composite Edge Fiberglass Sor,gle Door ` V I lni sing;Outswing; X doflf guiratlon) Opaque 12131IM22 No Y" NO WA �/�s V / O 2 b ThermaTru Fleur -Classic and Srhom-Star NoMna183at39,88gtmNon.In ct&quot Compolde Edge Fiberglass Engle Door w8h sciellte(s) linswingiKkiti ,/ny: XO, OX or OXO 3 e. Therms-Tru Fifer-Clossie and SmbotlRStor comfguraborm) Nbn1ms188dr3g;88equ*raan-Impaat6oquat O�lqut 1213ir2023 No Y'es 45 WA I Ld�t•l� •� (V Fowlill lw; OoMposMs Edge Double Door Path a ) WlthoYlt 5Ldstifes {Irewr1g10utAWing, XXor OXXC V oeMlourabons) 4 d. Therme•Tru Fiber Classic and Snsuorh•Stx Nomval7&#,W,D&gwXNon•t &quL)t: Opaque IM1112M No Yes trio tuA Composite Edge Fiberglass Single Door (InswrlgXDutsadng; X wriliguraboni 5 a. Therma-Tru Fiber-Oiaash; and SmoWl-Star Nominal 73A39rO dr}raot Nan•IRpadEqud: Opaque 1273t/2022 No Veit ND WA Composite Edge Fiberglass single Door with eidelie(s) pnaawlpFOutsw++q. XO. O,,( or OXO B 1 Tnerrna-rru Fuel-eiaAew end srtaan-smr e pu"mom) atmtesl ea#t3a;Dagrmt[dn 1mpaL opaque 1:1S172o2z ray Yes No NfA®9 Florida Departrnent of Business 8 Professional Regulation r . + a, Florida Department of Business 8 Professional Regulation i File' 30 , brartment ,r B Js nos f r essn+al Rog., a:lor Pm 1 d1 Oor»potltp Edge Fiberglass Si,gte Won 9uilW rg Codes and Standa rots IFV20?1 Btil3ng Coles and Ste ndarcls 3t r' 'xl C: ,I al'd 1r'; 1u,-., 1,,111=1 8sswngroulishoiV, XarM,g4rr> on) 7 g, Themte-Tru Fiber•Closslo and E rwoth-Stu Nwnao188M3g;06quoktion-imlmct8rauot Open" 1213lr29Z2 Gbrnporhe Edge Frhetilasi Single Door wt11 N. Yam, No WA product AppFOV81 Application Detail Product Approval A pp C artion Detall Pn oduct Approval AppEkcanm Oetad Sidelaets) OnayxngtOtaw.ing. AD. OX or OXO - a h Themse Tru Fiber-Clwalcand Snloath•SW Nontml381Kf9Uiq,nttbn-impact&quot Opaque 12nlr= No Yes No WA Fly mw53-5a'e_"- Corwpatb Edge FSbrgtaas Double Door wth an Sg� Sill S'L1t ! ! SBgt F.UtaC.rd am lilt! Jlt''. :, Fes:_ 9E! Slit Dab P+Nrdro vAhota edeYess pnaang74umosing; XX orOXXO V"-- Ill ag.fiens se cidde.4 Vomited tar Validated submitted FaC Amr.,ral Avild ataLi Iym Xres m t%damnor. f En-d=ir l LSnwua Yat,�t.$n '>bI�IC4t �'_ i k�-a' er `�a"yS2r'._ t . t s'J+S��.. Dsnrilnemr+lti^�;et? YAF46xe^_`: v � SL4xnNmd PAC AIxltaliM aggDg7llQ amllguratiwu) _. 9 1.Therma-Tru Frber-Classic and 5mrmln-Star Nximshd atM3g;BaglrltNon-Irnpaa,6qu0C Glazed 12Y31= No Yes NO WA AMW*tim 201V PGT Ina,Wrlai Jrns Ro... W Warms. Dane 8CC0-CER 0A. -Dade BCCD-',At 11105MM 11A W-10 J 1111-M'.l.ti, At'prrvr_d Rn1Ym+ 20.Y1 AN VSnd—1 Dl Went string., Lone Rtmns. PC Steven lit Jeep, RE 169s7C11W I(R'r&2020 10i19*020 12n3 WC "I ;.-�. lr,, r_„yf3 E�_L _..,,.'. '..,AS/2LD7 1+,r)5=20 11H112020 Aliproved Oxelp as Edge Fiberglass Smgb Door C.1.9 : W'd- (04t)466-0100 f 1865 315, 25M couspo y vW dwre (717) 356`301) PE-62514 (717) 317,5454 :. alagar a (118Mirishiou4osamw X X,1+'dlgurabon) slLCibgary Fliced sJpCat.gory: NWill- dMt4•egFr@mNYd,CIn ,:l:t',i r,*Y ',•, r.. .-, left ",ralrour;:l'Irti; 10 } Therma.Tru Fdef•Clarsie and 5mootn ,star Nxntul M23a;8&gWtNcn.Impae8qua[ Glazed 12Y1112022 N6 Yes NO WA Ca of-WAhM: Caulc.don Agar or LFting e'r'-' Cmrpllma *#MO t EYaluativl Raast ban a Canpoafte Ed a uss Sn h Ooor lradf g Rbe� 9 FAdoRealeknd iYcnn.Ct as Ulensed FlaWa Sgelae(s) (mnp4rgil Out ialing, XO. OX a OXO FL .CStlMD4 P°rdesaxnM Enignex oeomauratbn9) conitaral sir sirYm zee. 11 k Therma•Try Fbei1rLa.dlp and S1rr,oN,•3ter 38M3B;83r4wtNort-trn�dt3ra,ok Glum 12C31 r2CT12 h,k2 Yea r4D WA Fes,<ysl.Jmc Pr"uds i"- ra six.• Aas Anr. AmarM for Else AmroM fm'Use thia Cortuodrte Edge Fibs tow Drlubib Door wth or a 'Olin Nll-Aw r Maas Product Deser'i&. Cahtrad F_sohal5 Dra In HVHZ Qslaidr hiyNZ S , � .•r<.. b+r.}rl, Nlntiel; N111:, F�yQRY fl,.'iS" :.:^I' t2,.r tjFytr.9 E, r� r K+d'0 1 OuttirY HVMZ ffaNBad moire wmaA sidebars OUISAfs Ax or OXXO (✓' �. 5 5 15"I PYV-s320 r;Larye Mbsde ImPaai kii YrtyE Flied VtMdr« 04/•�1n9<`5 Vn Yn Yea N:R. Aoerwd for lass g _._ � y :t. r:. ...,. .. r ...... r . • Fh:?:::�. . - _ Yes Yes Yes NIA configurations) diaa.E P+ f Yr�r. ra<amr a wr.. -f-h y�y+,,, outsell, elg gam_ _-- 12 L Thermo-TrU FrterCloesic and Smooth -Star Nominall77 6039,0BglpCNon-Impodsquot Glazed 12r31r2p22 No Yes No WA _-. R4 'z,sYcM I. u Nunnn 127_jatj4 W Al— ND Ves - Gbrnpdiias Edge FdwVtass Single Door (1wainghoutswara X:ordigumalroni . 13 m.Tt—.Tru F,ber-Clash- and SmoolMSter Nornseal 7aa39;0aquotNgr.irnpediqui Glazed imir10'12 NJo Yes No f/A Compoeft Edge Fibrglass Single Door %ah 9delite(s) OnewrVIOu smoing, XO, OX or OXO conigusawone) - ---- ----------- - - 14 in Tht,"UsTIVFiber-Chzt„cand Smmoth-Star Nominal 8&039;0 ilg,Dttdan-1 mpottillqaot Glazed 12131I7072 NO Yes No WA Composite Edge Fibe-giam Smgie Door onsongfOlAswtp; X son iprra6on) 15 o ThernssTru Fiber -Classic and Smoth-gar Nbrnalal 88M3 04gsotNvo-rmpecdquc1t Glazed 12131,,2022 Pia Yes rb WA Qlrnpotite Edge Fiberglass Single Door wth Sdelde(s) (lmlwr1g70rae•rifq, XO, OX a OXO Florida Depaltri of Business 8 Professional Regulation For I d1 Fbnda Department of Business 8 Professional Regulation ... rir,-1; a 7im tri-e-tt -:f G re, tw ss ;4 PT_"%t5io-al Rep�::�CioT R4aisd4 16 p. ThermieTru FIWCli asl0 and'rW'ntooth-Star configurations) Nxllnaf 8aa39,08gwt.Non-imp LLMquot Glazed 12l31)2022 No Yes No WA Budding Codes arX'.ita ndards ,,62J2, Bulding Codes and Standards ronvosfte Edge, Fiberglass Double OA wth or wtlxXat Sidektee [lnswFtgl4'wN,,wrsg, XX or OXXO Product Approval Appllc alto n Detail Product Approval Appllcattlxt Detail P f I.ALrf t Ainprovr" l A pptic,atior, CU4a0 W umkgur4fi'on4l 17 q Therme►Tru Fiber-CW"ic *nd EA'rlooth-Mm l"Is anal UJIM.88vuotrion4nipiortbliuok 'Opaque 127312022 No Yes No WA - - Composite Edge Ribe-91ass Single Door wth r, w<�T.�.,t T'er,m(Imokin wm ing; OIX nfquration)aaZam m •Slott 1B r. Tmass hela-Tru Fiber -Classic and Smooth-StarNomnal Ii88;94;88grs7tT6orrlmpaBA.tryLY Opaque 12I31r2D22 Nc Yes No WA F,ggt Lni ttisit 00 2U grit PwKIM Ida SjA ElIM �6t Dar Findings �'r _ :, +M l ,,,,,,. �}•, 2" Q� Pendro 0ormposse Edge F-ob&Vt4 Smgie Door wth 'ILIA MJLiiO.` yarufasa,R 1r Yffi E11$1n.eata.eyayslrlrnd sir Ytllvdd D fnc Amrera Age vsd9gS Iz0! ](X 31 tWlydaca,rr ShctlaM end, LL— )Dilil�ffi� lfalYalM iaotoaue F dam'. L,,t ;_,_ au,r ^tr ,. ., -',y,1,.? s L..T_n,. y�-r'r lac Amrene jgagi 9Oside(s)and Traoacm(Inwmng7Qulswng: OiXO fae.ia:on 2020 Jalnes Fhrdie eulgna Pr�ucb. me P= C•�sld 0#tfcka V. Andre-, Tan JOTn Sward, _ 04FSS4L, ITJ14r:C20 D1,042021 �g FEC Aa , Reucbn XX A.M M0 Thrmpym Lyndon, sehmia PE. R",,J Kong, PE DW12021 07/152021 07IZX2021 (4nY r. 1 '. - .'� .., k1_ .c ... 1�. .. Ic _ i2z19,,2G'.2 12;tnr2= 1220I2072 07107IM23 Apprpsed 15 s. Therms-Tru Fiber -Classic and Smooth -Star GOX a paOXO cnrM'Iguratonst Nominal 69M,88quot.Nan-IrrpwI&quot Opaque 12r3112022 No Ye9 W, WA Calagay! send Wolls /6'-"51545i3359 RE91582 .352):>F7-",•5^5 Gatilisay Panty Wink MG3 SF:•-a409 PE13409 tall) 76155$5 - - , ..- Oomperte Edge Flbergiaio Single DOor with albCshotill siding cl,ad.mord"Merresnsrd $.6CMeaors. S.Tits nlnm,pson[3,elaldr corn c t: r . ,... orrL_' -. +- Sodelie(s) Q-4.90Outsaoing XO, OX or OXO Compliance Y4mod E-Yaklaxon Retson torn a e .-m1 Cmp%anea MMhod: Ev114sin i Report morn a :i _nr-,p I r.:rho: W- �a... Co no nudl4A F1eM and Sig ,nrshglratleri) Flood* Registered Ard,AW a e L—said Flab Fiaxd. It gW.nd And+ili or e U—sed Florid. • '! _ _ _. ,... , .. .. :. { - 2P t. Thenme.Tru Filet-CJosae and c din. �r Nominal autml) aquttNdn-rm¢adiLqu ( Opaque 1213172CT22 No Yes. No NIA Prdessnnr, Enna Proles ., Enpr.`_ r-: Composite Erige Fiberglass SomigN Dow with SSideibe(s) Q nswmlptOuteang, W. OX or OXO FL0131922ae Produds F 1s1.277.Rf amum. r _ai It 2--T `.' Ffn1.r; •; 21 u- Therma-Tru Fiber -Classic slid Smooth -Flat Continuous Head and Sill configurations) Nominal W43$8 IIgLYt Non-Impadaquot Glazed 12,31121M No Yes No WA Frpd,KtYdW.Melor er Wrm ouallnv Aiesura+ui fYatlutt besaloson Codret!!.perlml bate Amre"d rat Use Amovsd for Use !ems �1zUiS Amend for Use Achill far Use j� [.r ..., - - - Ce.xYN Ads," egg Amoved Ian Aoaewd ton Use � �1 Composite Edge Flberg U6a le Dos witty �pj ilL� g s • '� Frndud roar. M•eerl Nano ryoAo'd Daudl0UA,1 Caar4d E,phalla/0ala mNVNr _ AaeWaNlMz ■.eras+ era... _ , I 1 e{ fi } tG s.... r u .r;r l d .t -�, c.,a a in NVHZ 04do myl lz E[ffi�lt! SidWea(s) Q nswm�0utswirg', XO. OX a OXO I C,aryirs Lap Sodalg ib - —,l Iipindi 1:1311)v23 Yes Yes NIA WA t a Ay*n ZTbquat .9012 Venl cl, 4Md Vay1 3(i! 12M,7023 No Yes No .. ,a„ 5' _6 e �` ; , :. ...- I ` - _ _ .,,, r ,nl. _. _ !I! V11 1 :; hh Yes, N/A NM Continuous HOW" Sill cc nftgunria,%) 2 Hirdepknk Lap Sidln9 1br eertAns lap sktn5 1C,C+1+2023 Yes Ye,.„ NIA WA . b &nuar Aa tat, T4ygad, Sor11 diem sir tided Vey) Gone 12M2023 No Yes No 22 v,Thermo-Tru Fber-Classic and SmDath,%ar Nominal S1LF38:03qux Non-invisot&quot Glazed 1W112=2 No Yes No WA t 41'1001s'areipbrrG: Vlrtippi 84er1edAz39: $duel Vol orSLad Vinyl $de 12PT1l023 No V4E No Composite Edge Fiberglass Single Dos Vad, 4 d earaghole, soar ueni or Sera v,y1 side 12f31Yh0^.3 No Yes sib .._...._._.._.___.....,__.___...._..___,._..,_._...__,._...._._ _...__._ SicestKa) (I nswtngiOution±rig, XO, OX or OXO 5 g ArPraam4,arM a4.Aqud;r?x4rn ven,Qedlaveyl5"! ,2r31J'�17'ed Fla wce Np CaMInuOUE Had aid SIN Canfiguenaal '? rsgud,s„pe a^pen&gs,or, twtYl vent ar'sdid'vsrg4 S,ceR i2P31 rX12? Ne Yee rb . Thetrna••Tiu PIlw4siaskaod Smisolia-Stao Norritl8&l.a dquot Non-Irrpad3quot Opoqup iV3IM'-" lido Yes rub KJA Composite Edge Fibers lam Dow Panels will Vended SlOekm(s) (Inswh0out5Waig, M WW XXXX wnfKluratons) -- --�--- -- 2A K Therma-Tru Filow Clasgb arld Srrh )-Star Nominat864*,Ddquot Non-impacl8quot; Opaque IM1112W No You NO WA Composite Edge Fiberg lase Dos Panels'A4d1 Vented SdeNr(s) QnewngfOumwgr,g. XX XXX or X1o(X aa:lguutions) 2<. y. Therllle•Tn, F t10f.ChSSK orm Smenth-6br NomIMI BISM;89quaC Non-i npael8quot, G Israel I2r31/20.22 No Yes No NJA CpmprlMe EAga Fiberglass Deer POMIS, Am Vented Sidvilia ) OrnvmplOwvAmg: XX XXXor XYJOC Florida Department of Business 8 Professional Regulation P", sir, Florida Department: of Business 8 Professional Regulation F i,::L1a Jr..nc,ss :5 t-rcre•;sK>^.al R, U :s'.wu Pegs, mri configurations) Butting Codas and Standards 1' %0J1 Wilding CiAl and Standards 3o C,ng CC'.1<i5 arid S:andams #&=I 26 z Themr•Tru Fber{T•iss4c land Smooth -Star Nominal S&KV;D BANot Non•InosgBeuot Glazed 12M12022 No Yw No WA Composite Edge Fiberglass Dow Panels %W Vented sideidil On ikinglOutswnp: XX. XY•X, m XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Api)hLation Detail conngurasons) - 27 zit. Therrre-Tru Fiber-C2as* wdSmooth-Smr Nomlr1a188rRia:88quctNart-irrpew8ouot. Glazed 12i3V267' NO Yes No WA Composite Edge Fiberglass£xlgtr Door Win 38A39.0 ELCI 'ti:E! - 17.K14?]E$! - f4 Z15uHo-R_ r 5degu(sJ 0lnwit Xi3-_ OX or OXO �' ft L0111= � � Do" inhad- .� 494E �a Dills Dat.115'. Pending - �'; _ �' 26 zb. T?WM-Tru Fiber -Classic and Srrooth-Star corer Ufatlai Nominal MAW, 8 eat Non-i mpactt�at Otazed 1 L39J2iYI2 NO Yes FED f�UA ISZe �llelgl S"ekgaliCl EnEE a i3erme Vida1M av Pee V subitted a r�itS!!, t' Jfa! V Manutidurw �.Ml. Ertdrrr a LicYmi Umllmtad W YJllf4 I F Moro.... :�,y,':. -; , .e. .la_•sr'nr1,, :.y _ _ _ _. srfHHt ?nqb s, k,�,.>.,se Vehl�e:r Fs1 _ . _ - Mrlobeed buthmtibd PWA aril AN Composite Edge Fiberglass Doable Door With Composite 1&s38,0SIe QrbwingA3Wswi1g:W00 Reul.la, 2020 TAWO suishop FFXuda LLC capay:ROW2 Kroll Edo Recant Nwhow A1, W. igtze'4ch, P€ 14,7,624.OWA PE-59168 19n<, 7?2•fi"L'-14 10414,'102C Ofy",;','a20W 1COM4120 12n5T2(C0 Apr —d RaMsfrn M20 L L'. Thorebsan. Inc. me Thwipson Mdrltictural Men#. CsinVenYSTAYCD+t Tony Chna0'nen Zachary R Pheq SteMn lit Until. RE (61362i6-94% PE7a0'.r7 g7t7•)3t TJi454 0W1 Tr1020 lXritw= 09rZ7f1020 12"im, ' '' ::.. - _..._ - '.s- •, .1 -z .. .. r•+, , - .t ,;i•`<y 1 L v' •ion• . 1�- s; ^,.I^ ! f � '", r • .0 Lae..,, :. � E4 u�. -:u„ ;e-',n,l t1 `sa4 nr<R7rcC?'i C9UW 020 100ta^o2o 12141WW70 AW—d APR O �s 8 a ay. Thermo-Tru Firer -Claws and SnlrxXls•t$Wr enfggurabon) Nomia188f31flr08pasc�Nor1-inpws#B,quot Glazed 12131f= No Yes NO NIA ramcaaQafr uraeersylre+ts sea crm�l®,ta lxm '" Category-Ruoa10 "Cs14gli. pminp ACce;varrlen met clean Im1+6pan+ aoofnp.cm, t-r :,.-a �N s.-: t ��o.. ,''[. l_.. O Composite Edge Fiberglass Single Door wile :7,Uf9P0 S1tleMa(s) QnawmgA011(sweri,T. 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I 1 Cin (D I 1 1 I i [ W a z Q CL Virtual Review Assist, Inc. Plans Review completed and approved O CL Q 0 i for compliance with the 2020 EBC 7th Edition by Debra Anne Klahr PX2360 0 ' C� I Q C5 z J ! z SHEET NO. ! March 6, 2023 PA 1.2 L (3) (3) 0 > MIAM %lL46_X1-DADEC0U'.1rn7 fr. FRODUCTCONTROLSXMON' FGT Indusn-jes. Inc. c- C) 0- RGI Indwwje2�t Ins., 0- 0 2 I l&)3 SW -16 saxm Rom 201 NOTICE Of ACCEPT-AYCT: IN71DENC I SUB-AlITTED A�'(-EPT.=k.N(-E-.EN-IDEN(-ESUB3UTnD DEPARTWNT 0 F RE GULAT ORY AND EC 0-NO&KI C RESOM CES OtER) V1- Fki-Aa 333?:­_'474 BOA" AND C CODE ADIALWISTRA'1110N Dn-L510-N NOTICE Of ACCEPTANCE: EVIDENCIE SM11TTIED C-) cn OF ACCEPTA-NCE (NNOA) 1. Evidence submitted under pre,%iow NOA :3 Cn .NOTICE A. DRAAT�;GS B. TESTS (continued) L WC 4N­ Resoumes(RZRj (D -0 0 -0 _0 PGT Industries. Inc. 107 0 Technology Drive, L Nbritifactures die drawmes and sections. 5 Test repoo on 1) Air Infiltratiou Test. per FBC` � TAS 202-9 -4 0 (D 0 -Nor th Venice. YL _%427 S (.�ubydfted nndtY.i\70.4.Yo. 11-0107 04) 2) Uniform Static Air Presmire Test- per FBC. TAS 201-94 L �Wkl E K IAL C LRTM4'__ ATICY� LL_ S C on 2- Draw* No. NED -.5510.0. titled­%Tuiyl Sliding Glass Door NOA j1vly�_ sheets 1 3) Water Resistance Test. per FBC. TAS '202-94 v - c- � f A� c c e P! a - ix -fl 2 8. 14 L-_- 1,K- i ts no n f- ru s L for t V ton united her 0 This NOA is being issued under the applicable rules and regulationspoveram the use of comAwtionmatetials- The through 21 of 11. prepared by manufacturer. dated 10,05-15. with revision A dated 4) Large TvIissile Impact Test M FBC, TAS 201-94 Al hat- Rigid PN - ExTf-i ior L-twalotts for 11-jadows and DOOK. dated 0&'l 3d; M C:) > docusuentahou submitted has been resuwred and accepted by bifiami-Dade 64WRER -Product Couhrol Section to W5111T signed and sealed btv A. I.-= fvUer- P,E= 5) Cyclic Wind Pressure Loadingper FBC- TAS 203-94 �xpi, om 0,�) 3 0, 1 be used =NfawDade County aW 92muesswhare dlow-edby die Authority 6) Forced Ewn, Test, per FBC. TAS202-94, v orvc�- --A, A-rce N Extrusion Lunited for tbeir 'YE 7his,NOA shallnotbevalid a�erthe exparmon datestowdbelow- The Miami -Dade Counry"tict Control Section R. TESTS along withmarlmd-up drawings aiid installation diagram of%inyl sliding glass door.pm, 1004 Tan 210-1 and lighti-i- Shadv, t.Non-NI ftirci Ri6d PVCExterior Extrusions for CY) < (In Maim Dade County) andioribe AJU (in ams other thatiMiami Dade C-ounty) reserve tie right to have this I � Test report on 1) Uniform Static.Aff Pfessure Test- per FBC. TAS 202-94 by Fevt-Antion Testing Lab. Inc.- Test Report No. FTL 8549. dated 11,06.1-5- signed ar. I N'in id o 115 a n d D o o i, d a te� 1 1 2z 0 _R 1 fu t%p UTZ-1 s! r � n 121112 9 -2 1 product or mmenal tested for quality a%vnwe putposes- Lf this prodna or material f" to pe dotm in die accepted 21) Large 11.Wssile Impact Test per FBC_ TAS 201-94 sealed by Idaluns, Ortega. P_ E� (Tev report rieOsed on 11104.4 5' and 0111;16' ) Acc&-,�=cr No 15-052&1 r isiuti:l to �'i,,ion Ex -tru%on Limited for t1mr mmum. the manubcturer will incurthe eVense of such te sting and the AJU may inimediset'r m, eke. mo di fy. 0 r 3) C-vT-hc Wind Pre&sure Loadingper FBC. TAS 203-94 6 Test report on 1) Air Infiltration Test, per FBC . TAS 20 Bro 1,i Ti (aated 1paintt?d oi Laminated) Whitt, Figid PVC Esmior Exti-asions for suspend the use of such product or awwrial uithk their jurisdiction- RER reserves tl:e right to revoke this along with mariced-up drawings and installation diagram of iWl shiling glass door, prepared 2) Uniform Static Air Pressure Test- per FBC,. TAS 202-94 �I Doot 15". t%p=la un ('1930,49. acceptance. if it is determined byMami-Dade Cmutyfto4uct Contrcd Section that this pm&,ct or niaterial falls to by Fenestntion Testing Lab. Inc.- Test Report No. FTL 871'. dated 12,10715. signed and 3) Water Resistance Test. per FBC. TAS 202-94 'Wilow,-and ssu;nJ c-EN (GI Fenestration Solutions USA, meet the requirements of the applicable building cc*- This product is, approt-ed as described limin and has been designed to c oniply with the Florida BuiWing Co de. -14 sealed b-v Idahxt6- Ortega. P.E. (Test repoTtrevised onG2,1_516 aud02. 1�) 4) LargeMissile Impact Test per FBC, TAS 201-94 � ­ - � - h - - - I k 3, 14 0 a a d Lit, It t �,i S lia de (N oa - t d PNX Exte0or 'Whi e Rigi including the High VelocityFlunticane Zone Test report on 1) Air Infiltratiou Test, per FBC', TAS 2021-94 5) Cyclic Wind Preswre Load mig per FBC_ TAS 203-94 DESC RIPTIO"N: Series -9.570112 770" 1-iskyl Sliding Gla ss Door (Reinforced) w1wo 900 & 13.0 comers-L-M, L 2) Uniform Static Air Pressure Test, per FBC, TAS 2021 -94 along a ith marked -up drawings and installa tion d iagram of vinyl slid me glass door- prel 164, GIFenestr2tion Solutions USA, APPROVAL DOCU�ENT: Drawing No. Rev B. titled "Vur Shdwg Glass I) oot NOA (LM)". sbees 3) Water Resist-ance Test- per FBC. TAS 202-94� by Fenestration, Testing Lab. inc.. Test Report No. FTL 855 21. dated I Y,64i, 15. signed z� bi n4l L igiirc-i Shade-, ot ap C oated Rigid PYC Exteriott -1 IMID-5.970.0 y4 4) Large Missile Impact Test per FBC. TAS 201-94 s�aled by Idahnis Ortega. P. E. (Test report revised on 02115,201-6) F -i f 11 1�") 11,; fu I IN' iii -1 o W a I I A I o I 5'� cxpiring on 04,16 "20. I throtigh Z - and last revised on 010 1..,2 1. signed and sealed by I of 2 1. prepared by manufacturer. dated 10,05; 15, 3 5) C yclic Wind Pressure Loading M FB C_ T-AS 20- -0-4 7. Test'report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 --fr "41 1!- ued ;-,E' 11,GI Fenestration Solutions USX A. Lym Nhllff- PI.. bearing the1fismi-Dade Comty Psoduct Control ReNuiou st" witt, die Notice of 6) F;rced Entry Test� per FBC � MkS 202-94 21) Large Missik Impact Test per FBC. TAS 201-94 kIlirt� Exrrvrwns for Windows and Doors dated Acc e number and expiration doe by theNfiami�Dade Cowry Product Control Section. eptanc tong with marked -up drawmi glus ps mid installation diagram ofvtnyl sliding door prepared 3) CN-clic Wind Pmsure Loading per FBC. T.AS 203-94 -Nlxsmx WP.4,c-TR_4,Tr-�G: Large and Small'Missile Impact Resistant by Fenestration Tftstin g Lab. Inc- Test Report No. FTL 8546, aa,ted 11 -06,15- sigrted and along with marked -up drawings and installation diagram of vinyl shdmg glas's door, pret i 7 3-09- per ASTINCE-84. Li ations: I , See tabk- I C*ftt2) and. tablee 2 (sheetD forapplicable SGD unit sim,. destpa pirftsures. retaforcemenistypes- sealed by Id almist Ortega, P E. jest report revissed on 0 1,�04 , 16 and 02." 11 .20 16; 'Lest bv Fenestrat ion Testing Lab. Inc. . Test Report No IF TI. 66-n liainples A- I thru A-22). t-T -1 V1, E. xjnLl�� for cp1hilosic glass types. sill nw (set tables B -1 & B-2.sheets 7-8) aW anchor layout sheets requireinents in 11 thru 16� 1 Rigid White PVC. Tan (Non-witite) Rigid PVC and Brown coated (?auaed or laminated) vdiite Rigid PVC to be 3� report on I) -Air Infiltration Test. per FBC. TAS 202-94 .1. Uniform Static Air Pressure Test. per FBC,'TAS 202-94 119/10. signed 1 aud _�ealed ky Jorge A. C auso. P. E. t.Subotiffed nnder.Y0_4.Y0. 11- 010 04) L1, "I' , L i�L 3) �K ater Resistance Test. FBC', TAS 202-94 14 4 A 6 1 !:.�Mxav America- I for labeled perteferencedNOA's aquiremeaw per 8 Tesi report on l) Air Infiltration Test. per FBC. TAS 202-94 -utd - - - ��, � I - ac. their 3. Egress operable dom mmt emplywith min chm width or height per FBC requirement is applicable. 4) Large Nfissile Impact Test per FBC. TAS 201-94 2) Uniform Static -Air Pressme Test- per FBC, TAS 202-94 ha lem and 'Mtir�) hitin la� ey re�.-virtng on 07-0418. 4. Pocket walls, under separate approval to be reviewd by Building offic W 5) Cyclic Wind Pressure Loadwgper FBC'- TAS 203-94 3) Water Mwance Test. pet FBC, f;AS t - A c e!L�tan i�j I f-, - 1 1 i ,, �s, e ��-i I c ii ?aay -Amenca. Inc. for tbeir L ABIELEqG: Each unit dull bear a pewameat label with the mAiniflicturer'r. name or Iota. city. state and series end 6) fi�ced Entry Tev. M FBC� TkS _202-94 4) Large Missile Impact TesT per FBC. TAS 201 -94 I'laiaclit-ij, ( Won ��nd ohii- PVB liitititvyer�-_ explg on OT-1081,19. following stateniew- Iviiami-Dade County Product Comol.kpprotvd". noted herein. alongwith niarlot-d-up drawings a�d asizillation diagram of -,-mvl sliding glass door. prepared 5) Cyclic Wind Pressure Loadtagper FBC. TAS 203-94 1 REN-EX%*.kL of this NOA shall be considered after a numal application has been filed aud there has been no 1 by Fenestratim Testing Lab� Inc,, Test Report No. FTL 8547. dated 1104-1 -5. signed and 6j Forced Entry Te st. p er FB C - TA S _2 0 2 - 04 1 T A UL 11 N ]`�. chan,w in the applicable building code negatively affectisig the performance of this product. TER-NMATION ofthis NOA will occur after the expiration date or if these has been a retisica or chaariathe s�aletl by Idabmis Ortega. P E. (Teg Mon rexised on 01' 1,516) - 4. Test report on 1).AkLiffitration Test- per FBC'_ T-AS 202-94 along with marked -up drawings and installation diagram of vinyl shdmg gim door. by �mestrauou Testing Lab. Inc- Test Report No_FTL 6.1377 (iamples A-1 tbru A-5), dazo�-! - )n (2014) and FBC-661didou �Liclufe", d":,�,f-d t0S 14-� 1 7 �,,smed k, sealed bv Lvnn hfiller. PY_ materials,. use, andfot manufacture of the piodw or pracew, Misuse of &is NOA as an endw &meat of any product. 2) Uniform Static Air Pmsure Testr per FBC- TAS 202-94 1-10,640. signed and sealed by Jorge A. Causo. P. E. Subytifted wtdtYV0AX& H- �'efo il-11 111_4� -ite� "Tt ,:'i t it�, I le- Ill m� t ntefez,-t, d; 104 s-sued bymanufacturer. signed for sales. ad%rertising or any other purpose-s shall autonatic ally terminate this NOA. Failure to comply-U16 any 3) Water Resistance Teq,, per FB,C. TAS -102-0-4 01# 7 09) �)t D N� P E section of thL, NOA shalibe cause for ternination and renwval ofNOA- 4� Large Nfissile Iqmct Tel per FBC- TAS 201-94 Cif lab comhan'.e. .-an o. the abovv tz�.t fqx)vi� -AD%7ERTISEMENT: The NOAnuabef precededby the words.Nfiami-Dade County. Florida and followed by the 5)V,---Nxhc Wind Pressure Loading per FBC, TAS 203-94 C'.kLCILTATIONS 4 lt­,4 Pffopo`�Ili k,,xed0--, 05 !7 �,nzaedbylshNCbanda_P1_ expiration date may be displayed in ad-vwtisinj literature. If anyportionof the NOAis displayed. then it shall be 6) Forced Entry Test, per FBC - TA S 2021404 1. Anchor verification calculations and structural analysis- compky* with FBC-2014, done in its entirety. along with madmd-up drawings and nustallatton diagram of vinyl sliding glass door. prepared prepared by PGT. dated 12.0.0 415and last revised 0 w, 15 16- signed and sealed by on 01HER LN7STEMON: A copy of this entire NOA shall beptoticledio, the userbythe wanufactuler or its distributors and byFeneAntionTesting Lab. Inc -Test ReportN`o, FrL854S.dated 121,0415. signed and - I kathanyLAVAL4. P.E, (Submitted under�V0.4.Ne. 15-1210.01), 15-1210,01, is!�ALe to 716T Indus;tries. for their Series I. of Arctprjnct ' 7 o d shall be available fin inspection at thejob site at the seqae6l of the building Official. s�aled b Idalmis, Ortega. P E. (Test report revised on 0 1,04 16 and 02111; 16). 9 2. Glazing coWlies with ASTME- 1300-09 . 57' 0:'2 0" N'in-ISliduttz Dow (R(-inf4circf.4) - LALL". txpiring on 04,14,21. This NOA r eitises & reiiews NOA 1*2 0-0.4-V.0.9 and consi-sts of this pace I and evidewe papts E- 1. E-2. E-3. E_4� E-5 & E-6 as well as approvaldocumewmemonedabott- ITh3q L Clanda. P.E. Ish2q 1. Chanda, F- E L Chasda, P.E. Thesitftumd documeniation was reviewed by Ishaq L Cha adla, P1. Product Coutrol'Unit Supevrt.or Product Control Unit Super i Product Control Unit Sup&rrisor NOA Nm il-0.10f.03 _X0A No� 21-0:0F.0-4 NOA NO - .1 1 -0: 1 NOA No. 211-006.03. Expiratiot&D:vre: ApriII4..'0!6 ExpiratioulDaw AprilI4,10!6 Expiraftion Date: Aprii 14,.,�'V Expiratiou Da to: April 14, 1 .016 ApproTal Daw1lareb'26,2202 .1 Approval Date- Nfarch Zf. ' .021 -Approval Date; N.Larch Approra I Date: N.Larch Zf, 2021 Page I _A E PGT Industrim Inc. CGI Windows and Doors. Inc. PGT Itidittstries. Inc. XOTICE OF ACCEPTANCE: EVIDENCE SU BX11TTED NOTICE OF A( CEPT.kNCE: EVIDENCE SUBMITTED NOTICE OY AC( EETkX(1: EVIDENCE SUBMH'TED Eiidence Submitted under preiians submittal E. 1LkTERLXL C-ERTIFICATIGNS (continue) 3. New Exidence Submitted 5. Quanex Part Suiper �Sipacer Standard comphirig with ASTM C51 1 S Thermal Conductivity A. DRAN%P�GS 0-881 BTU-ia, hr-ft-T. ASTIM F 1249 NkNrTR­Pa%_ ASTNI D3_085 Oxygen -Pass, ASTNI E A. DRAWINGS 1. Drauring No. MID-5570.0 Rer B. titled-V inyi Slid lag Glass Doca- NOA (LNP" sheets 210 -No Fog -Pass- (Submkied undeypreiious N0_4 X6. 15-046A 05) 0 1 G. Durability N 1. Drawim No- -NED Lu -55"70,0 Rev B. titled "VinA Shdmg G s DoorNGA shett! I through 21 of 21, prepired by manufacturer dated 10,105,45 and last rexised on ry ", " 3 - ` 6. Part Dura" ASTM C518 Thermal Conducthi Tl� in through 21 of 21. Mared by timufacnirer, dated M05, 155 and lag immed on 01011,'_ 04-f-11210. signed and sealed by A- Lym Miller. P.E. Quanex cou4)h ring with . �21 signed and sealed by A. Lymn N%Uff, RE hr�-ft­cF� ASTM F 1249 NA17TR-Pass. ASINI D 1434 Argon Peniieance-Pass. ASTNI E Note: Ms revision consists replacement of same e.-susting installation screw with flat head. R. TESTS 2189 I.G. Durabilitv--No Fog- ASTNI E 546 Dew Point Develqptuent --'(rF in 49 hn- hied A;0.4 h"440R 05) 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 (Sisbut tinder �'Vo. � 17� B TESTS 2) Uniform Static Air Pressure Test, Loading, per FBC_ TAS 202-94 . t6 Parts complyizig with PVC'-A,-k_X1A 303-13. Voltintary Specification Vision Extrusion& �_ . 1. None. 3) Water Resstawe Teg. per FBC'. TAS M-94 for Riod Polyvmyl Cliloride (P%TCj Ex -tenor Profiles for Vision Extrizious. Jftd�­V`EX-1 by 4) Large Missile Impact Test per FBC_ TAS 201--94 5) Cyclic Wind Pnssure Loadingper FBC. TAS103-94 AA_%�A Ferteistratioa F_xtenor Profile Ceitificatiou ?rozram 60witted underNO-4 Vo. 15- 0409.0s) C CALCt'LATIONS 1. '.None along with marked -up dmings and ingallation, diagram of all PGT Industries, Inc- Dowsit 791 Dowsil "3 S. Vision F_xtmsions_ Ltd. Pans complying with PVC-A-AINIA 303-13, 6nbut h7ed ttnderX0.4.Y#. 15-0409. 05) representatnre ungs listed below and tested to quabf�r and sthcom. D. QT'ALITYASSUKkNGE (D prepared by Fenestration Testing Laboratory. Inc-, Test Reports No.: FT1,1897. PGT PW5520 PVC FbLed Window (unk 6 in poposal). dated 09,(0344 , C enor 9� PVC-_AAMA 303-13, Voluntary Specification, for F62id Polyvinyl Chloride fPV ) F_xt Profiles for Vision F-xtmswu. Ltd.-VEX-1 by Fenestration F__x1en_o_r Profile 1. Ntiami-Dade Department of Regulat oTy and Econontic Resources (RER). r U) FTIL-20-21077.1, PGT SGD780 Alunnutim Sliding Glass Door (unit 7 in pcoposal) FTL-20- Certification Program 10. No- 18-1217.14 issued Ermp Femrstration Solution- LTSA. Inc, for APR 0 8 2023 2107.2, PGT CA740 Altun. Outswing CasementWindour (unit 8 in pw;*W) FTL-20- Notice of Acceptance to E. -XIATERLU CERTIFICATIONS 2107.3. PGT PA7620A Alunimun Fixed Window (unit 9 in proposa and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) AI-Inte Rigid PA-Cliteiior Extrusions for W indows Doors". expiring on 02 ��04,2 1. L Notice of Acceptance No- 19-0301.5.02 issued to Kuraray Ameiica. Inc. for their "Trosidolt Ultraclear. Clear, Color PVB Glass Interlayers-_ 07J PGT PW7620.A Aluimmun Fixed Window (unit 10 z proposg) dated 0 7,113,(20. all signed and sealed by Idalmis, Ortega. P.E_ and 11. Notice of Acceptance No. 1"122.02 isased to Ewrgi Fenestration Solution- USA. Inc. for their series 111ite Rigid PVC Exterior Lin-usloEs for '"'Midows and Doors"* expuiwi on and expirmg on I Notice of Acceptance No. 17-0808.021 issued to Ktffaray AmenC4. Inc. for their "Sentti-Giasl (Clear and Whitei Glass lnterla.-ers�'. expiring on 07,504723- \/7 0 L_ CL . 1 C. C-A.LCULATION"S tb YBC' 0128,213. 3 Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Linxited for tbek'S Virtual Review Assist. Inc. L AnclioT verification calculations and wuctural analysis. comptyring with 1-1 Notice of Acceptance No 2"703.0.1 issued to ffixTgI Fertesirationsolution- USA� Inc, for oatecl (Painted or Laminated) White Rigid PVC'Exteiior Extrusions for Windw P�an% Review compte ted and approved Edition (20M dated 0+22,20, prepared by mantifamm- signed and sealed by their -Bronze & light shad*'cap coated White. Rigid PVC Exterior fin-tisions for and Doors'__ c%iumg on 09 30,214. fol conipJance With the 2020 FBC 7th Edition AnthonyLymn.1%,liller. P_E_ I - El-M-04. 46. Windows and Doots­. expiring on 0446,25 4 N e ofAcceptance No= 18-1106.11 issued toVision Exmisioas Limited for their attic by Debra Anne K(ahr PX2300 2. Gbzing comphes with ASTINt -09. -12 and -VE 100 Tan-102 and lightej� shades (N.Non-M-1tire) Rigid Cellular PVC Exterior D. QUALM ASSMXNCE F� STATEMENTS 7:6 E xtru sions for NVindows and Doors-. expiring on 1120, `21 Nliami-Dade Department of Regulalocy and Economic Resourcets (RER,t, I . Statement letter of conformance to FBC Edition t2O2O). dated 04,22.20. issued by manufacturer signed and sealed by Anthony Lymn),liller, P-E F. S T A T F-M EN T S E 'XITERLAL CERTIFICATIONS 2. Statement letter of no interest an� of independent. issued by manufacturer. dated financial I Statemiew letter of conformance to FBC " Edition (2020). dated 0MII-21. issU� 1. Notice of Acceptance No. 19-03055.02 inued to Kuraral Americ a. Inc. for t heir 0448[20. signed and sealed bvArithony, LN-ma _XhIler. PZ_ inanufacturer. Wed and sealed by Anthony Lymn;kliller. P-E. -Trosifolt Ultraclear. Clear. and Color PVB Glass Interlayors". expiring on 3. Private Lal�ehrq Agreement'do-cument 6etween PGT. dated 03,101`5 and signed try all Pri-ate Labelina Aotement dated 03,08.,)` betwetn PGT ladwstriest. Inc. and, 07;0&14� involved parties. Windows and 5oons Inc- signed bv Dean K Ruatt- P.E-. V.P_ Engineermg- on beL, M Notice of Acceptance No. 17-080&02 issued to Kuraray America. Inc. for their som-Glast lear White),Glass Inorla. 0T'W+23. both compames, < (C and Teri expumg im G. OTHERS CL 1 Notice of Acceptance No. 184106.10 issw4 to Vision Dxtrusi4mst Limited for their "Brown Coated Laminated) N11ite Rigid PVC Exterior Einvulons 1. Tbi-s NOA revisesNO_k# 17-0420.06 TVTw,`C.G1) and updates� to FBC2020 (7*Edition). G. OTHERS -en (Painted or expiriW 04/2 1 ��2 1 1 - This N OA re'Oses & i e w s N OA# 2 0 - 0 4 Z 9. 05 (?Lk w`C7 G 1) e xpn ig 04 14 !-2 6 for Windows and Doorf'. expiring on 09,`30 2+ 2. RER Test propossabs #19-1155 dated 01 10`20 approved by 1shaqI Chmda-PI.expiring -14.!_1 2. The current a5sociated PLA CGI file -r�21-0205.01. cq*iag 04; 14 26 4� Notice of Acceptance No. 19-1106. 11 issued to Vision E.xtrusi= Limited for their 04 1 Uj series -VE 1000 Tan-'102 and lighter shades (No"11tel Rigid Cellular PVC Exterior Ein-usions for Windows and Doors-- expiring on 111 9i'2L I t) lihati L Cltaucla. P1. > < (3) lAaq L Clianda. P1. Lhati L Claanda, P1, Product Con" Unit _Sup*rri:*r Product CoutM Unit Sap#rrho: Product Control Unit Superri�or *Xo. X0A So-' .1-010S.03 N'*A No. :1_0210f.k < IN-0.1 ! i -0 1. 0 f.03 ExpirAniouD.Aro: Apri[14.24226 Expiration Dale- April I-I.Mit 1 ExpirationDato.- ApriII4,10!6 Approval Date: Uarth Zz..' QZI ApproN-aIDat#-.X1arch2'f =1 Approval Date: Marth ;, 2021 E E -6 E 4 SHEET NO. March 6, 2023 I PA 124 MIAMI-QADE MIAMI-DADS COUNTY P 20DUCF CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER,) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.rniamidade.eavv rrcunom Cast -Crete USA, LLC 6324 County Road 579 Sefiner, Florida 33-584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Autho -ity Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dude County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or ma.erial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A] U may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REF reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with tb{ High Velocity Hurricane Zxne of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Nigh Strength Precast and Prestreseed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22.2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been /nett and there has been no change in the applicable building code negatively affecting the performance of this pro Juct. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 140A. Failure to comply witn any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Count', Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf _cturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA At 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. M1AM ll! COUNTY NOA No. 20-0630. I5 It .. , Expi ration Date: 09/11/2023 ' Approval Date: 08/20/2020 aJl'2a 2Za Pagel Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing,•Vo. FD4612, titled "Precast anal Prestressed Lintel Details"..sheet 1 of 1, prepared by Craig Parrino. P.E., dated .March 24.2003 and Drawing No. L1746i2, titled "Cast -Crete 4 " Ci "' & 12 `• Lintel Safe Load Tables ", sheets I through 3 of 3. prepared by Craig Parrino, P E., dated March 24, 2003, last revision kit dated April 28, 2003 both drenvings .signed and sealed by Craig Parrino. P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " c& 12 - Precast Concrete Lintels Filled and LInfilled Models, total of (13) concrete lintel specimens, per ASTV1 F-529-94, prepared by Applied Research Laboratories, Report No_ 30404A, dated 04'10/03, signed and sealed by Christopher A. 11amon. P.E. C. CALCULATIONS 1, Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E.. si�:,ned and sealed by Craig Parrino, P.E. 2. Calculations for last -Crete Lintels, dated 05129/03, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: I. Quality,),stern Alanual,for Gast-C "rate Machine Nfade Precast Lintels revised on Mao 1, 2002. 2. Cast -Crete Quality System hfanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1, Drawing No. FD,1612, titled Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by! Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L74612, titled "Cast -Crete 4", 6" c& 12" Lintel Safi.= Load Tables" sheets I through .3 of 3, prepared by Craig Parrino, P f., elated March 24, 2003, last revision dated t1arch 11, 2008. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade Coungr Budding Code Compliance Off ce. E. MATERIAL CERTIFICATIONS 1. None. _ ielmy A. Makar, P.E„ 11'i,S. Proci'u`ct Control Section Supervisor NOA No. 20-0630.IS Expiration Date: 09/11/2023 Approval Date: 08120,12020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Druwing ,,Vo. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared b1• Craig Parrino, P.E.. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6"d, 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated :March 24, 2003, last revision dated March 11, 2008, all .signed and sealed by Craig Parrino, P.E., on Nfdreh 22, 20J2. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory,4ffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANNCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. /Helmv A. Makar, P.E., M.S. Procsst Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 2 t r t 1C L f)l St t_t_..(_.l� S�UBMI'ITED I tis ;-=LBMIYii•:1) l 'tii)FR P IA10li-s APPROVAL# 14-0903.03 i r cr r rr :7 t , o c "ed Lintel Details', sheet I of ..-,7 t) , ;>_!,().` ,.:;[i 1l?cr1S i . .. '14, 17 ii,;i,1 "C(tsi-CYete 4 ', 6".& 12" Icist revision dated 06/12114, all %3 ,t. ?"li•.'(d ;ih.% i_i.iCtn�_ = r i:r7rrr;•. T' i',_, Ott 08/19114, C,M.C14.A4IONS (1i,-!rWirxras free ` ."'y L uu, I.A. � is . W;1 19.:;"O i .? pages 14. 201 through 14.236, f •ria­ P, rr r mo. 1' 1l"r Craig Parrino, P.E, (,)i I -LIT`, iSSUI2ANC (' :, 1 .• 1-De.(ic' t ,,,r,;rl f'rt ,;rrrtr,t ,r c ,' ut frog s r:rrci i cofurmic Resources (RER). C'F 11 HFIC :VIA ONS 43, iii�,1Z l r r,r 'r -m ('as/-(- r, its t .ti:l h7 drrted rr,;. 1 9,20/4, .signed and sealed by Craig °:!;rt P. ,. CA r!'1'I rr!.; l lltlt/t rtt}lct ttr"r fh,, l h??',glee Btrtldtnl; Code. 2014 Edttton. F t 11)F%t F S%UIt lITA V1) 1 \DE PRLVICIi S ;1P1)ROVAL# 17-0821.18 iriZ:t.i'► I�tsS O CU c— tJ) Cll N C) O c CU - .� U to N 'O N U O C 0 O t?•S` O O U_ _ C6 0 C 4— O > .� -0 E O a) L L F- s� Cn -C z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # t8-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Alone. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. }None. � D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. I31r Miami -Dade Cotrrrt)." Department of Regulatory and Economic Resources (RER). 1. B)^ Miami -Dade Coun!Y'� Department of Re �ulmort, and Econorrtic Resources (RER)_ E� E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. :Norge. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition. issued by Cast- I APR 0 8 2023 � -� Crete USA, Inc., dated 08108117, signed & sealed b Craig Parrino, P. E. � y � Crete USA, Inc.. dated 08 08117. signed c& sealed by Craig Parrino, P. E. x _ K ! U) 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with they l lorida Building Coale, 2026 Edition, issued by Cast - A. DRAWINGS Crete (.1SA, Inc.. dated 0611 I120, signed & .settled by Craig Parrino, in(r, P. co 0 „ 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , ,sheet 1 q1' by Parrino, P.E., dated March 24, 2003 Drawing Virtual Review Assist, Inc. Plans Review completed and app oved � Q 1, prepared Craig and No. for compliance with the 2020 FBC 7th Edition Q, LT4612, titled "Cast -Crete 4", 6" tic 12" Lintel,Safe Load Tables`, sheets I by Debra Anne Klahr PX2300 O ,� through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last oarrino, i_ ♦""' revision dated June 12, 2014, all signed and sealed by Craig P.E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. U'3 D. QUALITY ASSURANCE �� M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS i Q 1. None. I D_ EMO: F. OTHER j 1. Article of Conversion for a name change. O 1` ` t'Im LU Q e n A. Makar, P.E., G� �' � � , A. Ma - €� l� ar, P.E., M.S. � Q3 ' Product Control Section Supervisor Product Control Section Supervisor .J NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E - 5 I 0- SHEET N0. PA 1,5� TI L EEO INc. TILLIT TESTING & ENGINEERING COMPANY WA TRR A. Till 11L, P.E. PRODUCT-EVALUATION_REPORT REPORT NO.: 20-0728.01 DATE: July 28, 202C UJh:C A LCC,rrT t,, P.Y. LTTa1" .44 M7 rt C .1. L,6— W oww" PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prot n.ProduasLi.C, 4800 S.N. S' Street Davie. Florda33314 it_PURPOSE,...QF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC. Rule Chapter No. 61 G20.3, Method I of the Florida Department of Business and Professional Regulation. This prodLCI is beirsg issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Euilding Code, and to verify that the product is for the purpose ,Mended at least equivalent to that rNuite-d by the Erode. This Product Evaluation Report, shall tie subject to review and revision in case of a Building Code charge that may affect its limitations and conditions 2. EVIDENCE SUBMIT D: 2,1 F_RQQ1)CTfy"LUATiON DOCUMENT (P4E.QA), Drawing No. 20-176, tiled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Ina.; signed and seated by Walter A. Tillit, Jr., P E.; dated 07 28/2020. This drawing is an integral partlRA-14's Evaluation Report. .tad ,• n Is r„( - a••---eV�­­ ,- 6353 N.W. 36th Street, Suite 305. Miami, Florida 13166 - Phu": (305) 871.1530 - 1-1-11A 11crsv,a,LC;.4=LI( i�-.tcl_U_i!J_47�t.0.t - 12 _WT RE PORT: S: Large missile nlpacl and fatigue load testis were performed under Protocols TAPS 201. 203 as per sec ion 1626 A the Florida Building Code- Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering S Testing, Irx;., Repo is # 96-569 dated 08/C9/1996, #96-570 dated 09118/1996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration T 3sGng Laboratory, Inc, reports # 2032 dated 0411611998 and # 2126 dated 10/051998 witnessed by Gilbert Diamond. P.E. and Report No 0219.01-09, dated N arch 4, 2009, signed and sealed by Edmundo Largaespada, P E. and Henry Hattl,m, P.E. Tensile test report N•). 9CM-197 oy CIC Metallurgical, Inc.. dated Mauch 13. 2009. signed and sealed b•, Frank Grate. P.E. �$TRUCTURAL ENGINEERING- ALC LATlQNS: On 20 Gage'Galvan zed Steel Stortn Pansi for maximum panel length vs. design wind bad, as well a; maxanunl anchor spacing vs. design wind load and panel length based on ra ional and comparative analysis, and in accordance with section 1616 of the F forida Building Code Calculations prepared by TiNeco. Inc., dated 11.03/08 and (G112/15, signed and sealed by Walter A. Tillit, Jr., P E. I_MJB_SFLE IMFAOT RESISTANCE: Large missile Impa(t under section 1626 of the Florida Building Code, as per TAS 201 Protocol 4, WiND LOADS RESISTANCE- 20 Gags Galvani2TFd Steel Storm Panel has been verified to sustain wind pressures. Maximu n panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 at 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum I,nchor Spacing shall be as indicated on sheets 8, 9, 10, 111 14, 15, 17, 18, 19, 2') 25 and 26 of 26, of Product Evaluation Document (P.E.D,), drawing No. 20.176 5. INWAL LATIO * Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 ft tru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 3, 14. 16, 25 and 26 of 26. of Prod,rct Evaluation Document (P.E.D), drawing No). 20-176. ,11auNnt4FNra �a.,1�P A: TI. 7;11` y �P. VCENSF •... �S �_ - �1D.,44167 '��� * ' * = -a - STATE OF cc S o it ,,I, 1; SIGN I ; 4� ,Ave GENERAL NOTES: 8,%) w LASE to-T PRECAST STOlo(, ,7P PKVj r C014 PE'E AANELi. S`JCCD OR +Atwr, er"m R rrn)5, ,p, +HL Ogim f g a0 NK AJLNunsn�Qyy amium O5UMV WALL- MKHORS SHALL 2E LOK EMOIKWd TO REACH IW RAw TF&WIuRE KF 10 511� PWEIS ' S-:Y,M PAND, SNOK'. ON R4S PROQUCT EVALWT,ON DDCOLKNT IPE.Q) HAS &EiN YE14ATE, Cost (7.a1WtwLM:C IN AMGQRAT Smoc,i BE AF, ME%V)NtD w La Is AMJ IN B?) ACCORDANCE WITH THE 7W,) I11W i-NT)ON) Or :1K rt DRVA IT IW CDX iC) TC�,PL?IF•D _W= .W.. SPELmC , al.± i---. !. Jw3._V11,_ OLST WIND LOAM 5KAL, es OMPIANED AS aEP SEC-Q" IHIP Or rhE AWVE IsENT,ORED Lrl*, - 1/4-P TAPi1Ow AHCMRS. AS YANIiACTUR6 T11Y W BUDDER ,NC - /14-tit, PAD( ""IE rUMAI-E 10 AT* rAPEUM,TE �LJS AOo4oHS AS MMoLJ ,ACTLRED e' EIrA :OHR7m.Pc'cItP'ROCr.JCts P, r)R A WPaO slit-ED AS 1P.7 ,,REO V- 11P JUP1509Crf,PH WItUK THESE SHVnEPg M i BE 1H57ALLU) AHLt 14C r-16 1/4•. ,AG SCREq PER N DS. a,A F'' E101•>E ILA --ACICIRASCEMC SW,eL NUT UCII THE MAyrMUM (AS D ) ,Arp;NC,.TIr IV y JC � fTIEiO IT a+. IS. +6. 79 k Tu A,/ttl-P -. 9,18' ,NiiOC+ Bi,rsHiPM:, A3 WS4PIOUTED 4'" MA F014.r 5fr'NE'N. QCH.T !r 'tPE.CW tr Gil N WOrP 10 vrR"T"Y na[ AM-, LUND.IPON, 1XITMAT2 DES" WMK- LORDS QEITRWNEO PER A E 7-Te C I; LANMMIM ThAIUG'•ED P'CJPLI RA INTO APOM ,:' TAPCON MKPIORS _- w Of 1 4/1' M.0 2- :TO EL(7O PANELW:E Pwi H'ou W I'LIM RETTP C D, TO A S.LT '."ESMN WHf) LOAD' W h#W_TiPtYW. THEM BY Q € AT OMER TO AM PANUTA4Lr rs YRLE m -L,N✓ANE r:,LSE W! wit (A SLOB OEs1GN PRES-auRE RATaY'S wpr.AtM ON SWEETS ] -T4 I:, Ia IS. .L. '9 ! 70 :.7) MRNMIW T-IREAOLD POCTRAVON IV LAC SGRE•, NTc P.E WOW r1U&JE yW' SHNA BE � I12- *1r�YEAOED . V. DRDCT. '0 AelarY :NLT MW:,,ORS ON Iles P L O AS rCSTEi E KW .AT QYE VRIEWr- A J3% MK1iA5t w AGL 1I L PEJAETRATION MO STUCCO SNM- BE :A3kJAXF W AS PAW (Y TT( R[ouwLD TWEADEfi PEMEMr JN STRLS5 rOR WML LOADS WAS tM USED f. TWIP AP^v% rA4TENERS SPA4v' Tra Wfi71i "AS BE14 p[TERM'N]Era 1. ACCORDANCE TMIN kms 2O'111. C T) 10ftfA. EDM DISTAN([ ''W UG 'PEWS, VWI WOOD SMAL QE AS 1*%ATL` I% THIS Z)PA1101fO STORY PANEL'5 AOEOJAO FOR AwAll ANO WPM) RE',SMNIPCE ,MS BEEN VEW#L M Ar.G#SANCE "I- UCt4xt .676 TT/E ABOVE YEN1044D COCA A: OUR -AAW-ANE ENCINEERMG M TESTNIC INC CIS 96-569. 96-570 M 96-T10 AND L 41 RMMNA4 PENEIRATRA. OF TA9OtP BO..._.,. s.W. BE 5/A' 1/41 t- SCREWS JSEO SN*.. ! v2' LOW+: VWIMUM FEwswATION 1ESTMO tM WC PEPOR'S P2011 A 12129 . AS PRQTOCOIS TAS-IoW. MS-2a2 AND 745-IDI %XAR.D STUCCO EXIST AND 1' YPRMUM FIR NALS MRM NO S%4�.0 'IsWELL 2W. STM104PDS. AS AMERC',AN 1E5•rt I•Ae Or aOLrlIO 'H FIORA t aQ2 T 19.01 -09. AS PER US 20,. TAS 20: Mier TAS 20.T 4A �51 IN CASE r,iKO •A/ PASt' VO4L. OR P1TEC7L5T C''NCOM P4AE,){. SIVC V OR WOOD BOAF555 BE fO4,,*T ON NE LAIST'M; MALL. AANE S4•BE LONG ENOLI10 ILIAC- r»E 11/UW STRUCTURr eEt,M+P 5Dt",W AN T% 1 AL *,)WN,{!M TRUsaO',s `J BE T,0$S-T@ A4f OY ,i4p TEMPER (UNLESS 41HPFWf st `N:tECI SF[CNgE" i T, N AN✓IG'RAGC `µ: FA AS NEI+TKW4'17 fN [r : I! 3 : i) T N.I. ALUIPNVM SK-tt METAL USED AT C16TAN" s.Au, LAVE 1TD!,-4t4 *LOT (01 MN Otoo? SAIALL 6r PMALI ED FOLLOW11PO ALL OF NE s1*0A0Yr4QATT4'1A.j AND SPEC)KAWNS QI 1r 44C+ T'1 MANYFACTMP • ALL STEEL SHEET WEI& I,AOELs SALI HAVE 5T1 UrTVRAA QLIALM STEEL. ASTIR A=W- AAM 50 GNMUM G-W a PMFLS 44• ALSO S INSTALLED NCRQOHtAIt- FOUO%N(NSTALL4T(tX OETNLS SADITIN ON 51TCn0N t 1MROPP�.- ,O tSHECi, 4 GALVANQFD ME. CESa".w.TON W/fY- M 5 s ,AfnV KI LECi 1.oPcAKKH el Eg_(P, -4A, NCADEPS Q aim SHALL MW 9E ustJ 5 ALL SCK W% TO BE _ A ' ML V's OR !le Arse SEWS O* TXQQO51)N RLWAMT COALED C090N STEEL AL :y-.R nIH4 9 It SHAA BE tog P[SPOf,PS lL,TY OR 7W cTDA RACIOR 10 V P,ll T4E 5EIDN:MES • Or :.{ StPVCTUPF it-M S,-4n'F is tO B< DW. 0o01e W; 50 + ITELU 71IMUI ANC 9C Yu TEICSILE S'PLN6'TH !, SIVLL Chi` M/ %.QµrtA 9uV C ATFALN� TTi INSURE ('ROPER AHCHORIGE THE ^.NtJrT[4 s14/LL ONtr of AnA O 1:I ('ONC9nE, yECG. Oft Wt}JD 1AW SELT1pN 24" J J 4 TO "LOPA;S 6 Bogs TO BE ASiM A-yTY7 CALVAtA?ED STEEL. OR AT%) !Di aLPKS SI"sIMs STEEL_ W,TH .14: -aI M,14+ w ,'IF& sinwH ,D LAC. 1M)C,iJLAF S'QRM PANT. Mil, 1U`O"'H` ." e'-a THFoU-AH 1:' i A' PER SECTIONS 6 B. 9 " ,0 ANC *1rRo.A11AS PN, ' ANCHORS TO MALL S,WL BE Ag T'CLiTMS 9W ht to* ON 'Oon"S 9. 6 M 12 RESPEC(R.TE-r: Ko I ,.AYE A 'XrA .E AND READILY "SIMI MARIW. riSTRLKTING O*%EP OR 1FfVMd" to S[CUAr P".141-' WITH APPtcAm-E REINO04 L;6MNt Dvvwc pnhom Of :4URRVAi WAPNNC (A) 159,, E�SiiXd 1VvEtD CCA±rMrTr , I PILE LAST*4An9" tL,NIPM,NJP IS IC SEAP.,'S&ULIR A, 9Nr1T.R COMPONENT ED%,=_t WHMCH 4ENAN N C VITWuOU$ '.i)'4IAT"t MIF= - ," 'e TAPCON ANCHORS AS MAIMACTURM BT ITR 91.0at ITA (Mw, rc.-01t2..,) WOLK1WAii Tn M-VrNr RAND/RAPL WTFILMON - 1/i a . 7/8- (ALO ,N A1i:..CA11, AS MAND•AL•NRED ST DUVWL? INC (MIN r€-,3410 PA.I) - I/4-e , 5/4' sot-00-ICY ANCHORS. 45 ocITTOLRCD BY A" ('Dolor. 11ICAITt, e0Lt & SPE-Airy CO 12 VORM PANT IsPWAUArVNJ tiAWi COO L-+ V Wi s$PEC4 ,14W ALE:, N 1H* EAUANIC PLUS Mr', R_IRDLW,` 4dG iD1NNG REGULAW-I S 0&- I r-300o ..'a) ­,A."3r TLR AftSDICTIOH Y44ME PERMn S AFP (D TO - /14- To PAIIEIAMLTE FEMAIE ID A PAWI WE PLUS A!X_'NORS. AS WNWACTUP£D 6Y ELCO (014sTRUr,T,i)N 0V1m,A� 1.1 (a) ItIS PROM&I VVAL 1nON DOCUUENT (P E rP) (PARW B- 7H EW,*. ER IS GE7rt-711C AND onrE_ wr IV rMOL INF,.4*ALT10N (WIN re-1-m Poo i FOR A SSE $FUt7r•[ PROJECT. ,9 ITAV4E T11E SIT[gA.s CO%XrIII rROIA tTK PE') - 1j4'P Cr TAP-CITTIP ANCWjQ5. AS MANt•rAl`NFiD BT-RU-rA5r CEMIPORAT4;. (- a° 16G4 ,,-) lei tGArlo ir,aR TO BE RESfO"9LL f0A "K SELf4'MN. IUKM SE AND TTW* A; 1N e1CI OURG L1Ft 51WEI Or THIS PROMCt A.•) YNRMAI EMBEDMENT OF TAP,:W Aw4)A5 ePc PQatEEI C;NCR ,rETE SIWBE L ' _s,4. ?' TOR PANG;.MATE E-FRWE EASED ON TtiS PI11 PPDYIGEt) HE„'St PE DOES' N 1 O(WIE' rRON T4C LONOsnDN3 OLTAtED ON T4,3 tacu NT ID AND PAwhskrE PLtis AND I 1/4• fro Er TAP-(WNP ANC.,00n CON'.IMUCTPON SA M AT SiTT A TI,E COI.TPACTd R'S W[SPrAS4 ,,Ol AV 04X-w M SOUR -SF« AYCIRDRS SKALl PC FAeEDDEO f/A:' ,MTO THE POURED CrAKAPEW NO E111JENANI Nro It) IH,S PVIDIN CT [V'A,IMTON X1.1.`PscW ALL, BF c'u.sIQEI-7 1h4:MA IF MGD�11E1) STUCCO SHALL BE PERGTTED 114' 0-20 SCAFwS VS1EO SO4LL BE 1 1/2• LUNG Unimupy SW."MACOO EMST. M WR I' MNPA FOWL TAUS TY•TH NC STUCCO. AND MAY IF aE&"D SEAE� 99 AJ 14WADED SC,Tr1*S *19 4IEAD. IA) VII SPT,aK 91TOA(IS DIN; Er PP[f ED 91 4 FL(WTIDA WILISTTRED EN,PNEFR OR Ap(yRTECT W,.C- ALL BECQNE R4 BUT MIN )FRG NL42 'NpNE]UR Or RECORD (E OA I rOR THE 'aO.1CC• AND WHD va N RE;aO#d Tat FOR t.E PROPER USE OF W P E D. ENIIAIM OF RECOR',, AICT04 A$ A DELF,A". r40w2P TO TW ACE IN GaSE T,.AT PREUTS� STTiME. PRIL4S' CON,:R€Tf PASE,S PAVm, STUctO go VQW Doart,s N you% cN `HF CED VRIDOT1-A. SINLL SOBM0 To TN6 IAnER NE ST SnE FC DRAWP+•,.'S rC* REYIEW EMSTW. 'WALL OP r,OOR, AVCIIORS SWLL BE LOW rlla,CH 14 REACH TWC YMR STRU uoW BEH1H0 5:7'a. PANELS AsCH*AT(.- SHALL BE A5 WDrsOf_D W Alt AND W A2) I.) I -IS P,-S,WL BF:W T11E W1E AND rlfilQMAL SIN, AMSY.tNn ,')F WE Pqd?SS1(iAllt (146a:15M :A KIORO THAI „fQP"ARCE IT (9) Ia rAmwr. Q]NI]tr"E Off.. NIL 43N S-90 - I/4' a 'A1•C04 ANCHORS AS WNV[ALIVRCD Bw I T W fRALC!E%. PK ,T S,tiTTER MRNi71L :`A[P'S U8F1 SMALL BE LOCATELt 74 A RE"'.- AVM k,'D-,,4T9CN 41 STORM - 1 4' a . ?,'a' CAL: -W ANCTR'ARS. As 1AANLfAcT4Mf a( OE'N•ALI No: (COW et- P 4. % % CMKI. K PL.P tN As;(;Go IVTRI M0 9EC'rB T7rTCyJ OF t'lVr'H � rAYDE u'Of ,18E1, 54A.f. EK: F`IL-4 riP &."✓E"R,r OPEIwTtG LA8EL1„f TO •:'x%•"I.T 11P?H jE'TtE„1 •r09P? OF 14E - taf'4'e A Sfi' SO41U-Sri M+CEQRS. AS LM53A,ER7TiL' PiY A4 PUN' i451L1L'. EOLI k >PE•^,+N. re LO t.CbRv:A ib.Yu. 6'`, I.,"It"✓r (4AN I.._law P.A ��) _-__ rHTS GGAMRG %,ALLL ow. BE usb TO - ill AMRL MM FEIrtE u: AND PAAIELMAIT PLUS ANCI,DMS. AS MAIWFACTDRED 9? EL0 CDNS/1NA.r`DN OBfYl f'ERWTS TN THE +STATE O• Fixam PROLM:tS (Mw r,.-707, P I ,) ,tN 1Au-N,"'����+, _ ,14• • C+ 'AF'-DRIP AW,*RS. AS RM1,JCh ,�[D � 1Xj-FAST cDRPOrtA PPP 5*1 E.ilik A' ��(/'.. '' l rLOR10A BUILDING CODE tit h VelociT Not,ricOne tor» BIT WFNMW E vADWW tic TAPCO , AA,CHOft. ELCAD PM$LMARS AND Cr rAP- Gi - ANCHOR, MO IIIr 1D�,' `\C ✓ f`` T BLOC9 JN,r 51A42 BE .; 4 = �. NO =_ 4 -: ---- ''L-n .K i 20 GAGE GAlVAlOiFD STEL SXDRLI PANEL ` YRA.1* r• IL21 LAL.-P. W SDI_TD-SET AWHOPs SH41 RE L%MEDM 7/e' TROD THE C01CRim �� I1Wr NO [ 'f1 167 _ _ _ - _ _ - .- ..•.. �, "'T. e.:- TATE) S?mcD S.WL eE P:R141TID `/4' A-7O wpm TAE, sH*L off " Ij:' Lr,- MoN,LIL•N SHCA.±L�W=0 x iiii""®'.�„1 I - A���,(���__ n n ,��tp---...^.C_ LLC. GLOBAL PROTECTION PRODUCTS, LLC. t Al$T. W) 1, M►1\NM 1o. wAu- mil. No *aucci` .. E -v- -, STAY. Dr IL E C C Iri, Tx1 5s' 9r St'wrT - ik O°r 11 IOR ,_ ''-y- - `,Ly ,�E 1^,,,,,„-. iC ' `T411, T- „oKE IL@RA'I ),,.r n. m� 24'-' TE rrn' ,�" L1t�S, �V� ,�L 1 U. Y MY1M ,Rs- w- " PNYW' fM MYi SA 4 Y.51Yr r r SD1.l`IA •EttAttt -a """" ' wR.P , '. ��"^ �-,Vol � - i r41 c , 7- � -�- jn"j3Pr �� �, e. ro INSTALLATION _I'?LTA� _FQR_ Rf:- (A,R PANEL '.-A-1A INTO EXISTING POUR��NVR_ETC._QR_. QN_(;A.TE_ CK_S *RIKTUR£S ,,,1.t,,, -.-,NS PAL SCi,,[ y . � - as Y,CDLa - - _ A i , tv-1tAn[ Ar4TAoas stela a r10.01 , s, `'- erY %,n Ano.aRH aoslm Po18fED (SEE 5P-l2AAi 0.V" tsT`.E X,eriE on i 1. 4) I,•rr� ._4 SAM a 1HIOWN 91 .K1 N. IT.VRto '�€En a I)Pft I. a, t,n +c•[ IlEolnA%�. _ y <!=k"PETE REQ,ARfC ' I - // a!1-Ss-- i ..I-! _� 4 10t,g - -- ) ea 1C..5 -- - w.- A . 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Ai SNCLf3 [ G.tRRtZ. 9i W� C LLtNG 11 �OUNT1hrD ALTERNATE BUILD OUT MOUNTING SECTION t SCAU 3/8-,' S'k,E t/B.,- %CAL' S/e-,• SCALE J/W' J a„le4 I I i- '`� _4 ED - EDGEE Or$TA7tCf'. -- - �MAr i tSi 5('W.rT,7LI 'A fTi "'M.. gro. - - 1 SMEE"r`• 6 A 5) 1 1 � � b 1 I �F=--� l Lam:11 COi[�N1i.,,,QH � �CT�NS V � � ` . • , �,,NIIt1NNN rOF i BOTTOM MOJMINUS CAN W '1IV, 69 �,}• O!'I A. h to .OW ONES IN ANY WAY TWO ;7�{r.T ANY ' •'C MST, LLATION _ '__.� * _ 1.# I .. r : E%rSTA POr)RED +•W - `Y` ? rLO�41DA BUILDING COD' (High V►loci! Hu Cane Zona) II -:S 4 CONCRLi 1 � � .. __ I.-C.I ,"ClORs * ] _ a,TECU, ..c. 20 GAGE GALVANIZED STEEL STORM PANEL ' CAIAV, a, i w0E"E4woYc` 9) `' , o TATE ; F _ z- ?4 =GLOBAL PROTECTION PRODUCTS, LLC P'/�rm°P OILING _AND FLOOR MOUNTING s,4,ss Tu1� r9.Pw . fi.0 Kl1wA9 tWlAN, 0AK r_ 1}J.4 SECTION 2A 44y/ NAL E A _,- " ,r-o". ,'•„ ,"�'4., nAA i,.a[ <a4Y�-r54T, iAa IT s.WWP-Rn) 20-176 6 - t ELtt: Va TU VAW W"[F Ww, 1 P EC, OM711 aR I,-w EM . - ' J -, a ai E Nt ] FBfZD1hULY'A1.LATION RBPOR'rtiO. 2Bd? 01 6.-MA-TEMAI(;.FJ.ARAC_TERMTiCS AND SPEC1FLCAnM Shall be strictly in aCCorclancc with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E D ), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7- LIMITATIONS AND —CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as weil as General Notes P 1 thni 4 and 11 thru 16, 'Indicated on sheet 21 of 26 of Product Evaluation Document (P E.O.), drawing No. 20-176 prepared by Triteco, Inc. and signed ark sealed by Waiter A Tilit, Jr., P.E. 7,2. Product may be instatled within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures Product Evaluation Report prepared by Walter A Talit, Jr., P-E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), A`N,4�P,ffia AsP7/4Cir%, ' t.J 4 rfyiI'.. JCENSF .. _-Q :_ .4a167 -s_* :--* r;4�tiii c.c zi5.._. SAOF:= - m- - .4r'P�°1f--PL ""401nnt11... 0 VAr,LL Di T4 TECO AOMON RECORDS,. P_ E. REPORL£ t ALORAL PROTECTON PRODUCTS, LLC 120 GAGE GALVANIZED STEEL VOW PANE)•; DRYA 3 9 MI 75 t REPORT B 2D-Or".01 I ILI ECOINc. TILLI ` TESTING 6 ENOtNEIRING COMPANY WALnRA.I'IL•LITI; JR-,P.E. nit ,(�so x0m I'R-P-?CT EV A,I,UATION REART W ➢r : w. � 44LS' f L ..e- _._� 3PM-1 REPORT fol 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUET -CATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Qf0M!_RFMt cQ0.0. Pr(Wiu ttt.. LLC 48(A S.W. 51 Street Davie, Florida 33314 1. PURPOSE_9F_EVALt!, lTl�2-N, This is a Product Evaluation Report issued by Walter A. T1111t, Jr., P.E. ;System ID # 1006) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Proflessional Regulation This product is being issued an Evaluation Report as described herein, and has been ver#ied for compliance in accordance Nish the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may affect its limitations and conditions 2, EVIDENCE SUBMITTED: 2A__PR0QUCT.lE1LUAT14NQ0_CLIMI=NT (P.E_.D.): Drawing No, 20-17S, tilled "24 GAGE GALVANIZED STEEL STORM PANEL sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte'RW sa iWis Evaluation Report a1(fr.17(/j00,% `r*?�',I�CENS I `.4f - F. -__I- 4167 -- ,,@ 4 . * __I z �• STATE OF : Arc: ' oxa.;- ,' OR10P..;;; rN F.155 N.Rt. 36th Street, Suite 305. viiuni, Florida 33166 - Plwne: (305) 871IN'& � 1` 1531 COMPONENTS FOR RE ULAR & LIFE SAFETY STORM PANELS f I'_;-E I / . - I -: 15 I%T (IOUL VFTUTW) _ 15 ,95- JOIAL WTI) - 12 SOD• (UMC.T•,E WJ6'fa .) I_ 6 ,/4• _ - 62W' - , 3�0' -1 31.fia` s. - �15, - SOO. '..900- , e �` • 556- - . O.03a' WM. FIaL'A - 1 11. - ,R. I _. t ^. - ?.,_---r-,.-,5 s ^,..,.�.. ,T` _ _ _. _. _ _ ri Wy k (11 (� '�s,�y d5O" 2,f 0076. 4AN ,' \ ,li..Mk + " -i 4, GMDE W Lithuft H[?MIED 5A z 65a' IALYAY7ED 5 EL txER e5r e-e rr�v jE . - `l l� A$T. A-55E i' ? F"_„r' z4i •. . -t€•� '- / r GRAM 5C v,NaAiM \ DE'ML A . ..: f OCTaa. •t r G-6a WV - a I I .eor ---^_- -�/``5 gETA,'. , 1 / -air . IS 2SC' _ - - - 1.,� -: (1 NORM PANEL ;dA ERL5,T,ORIA PANEL ,57. . W' 1no Ill- -_.._- --Ti 2187' -1 . _ I / 2�. I,k J,� _ 759• - 00. sums Lao SS 72a• . I r• r .A4'-, - :-. -- 4, _ ,IS' SS SILO w.FnlO 5a SIM T WIM - ./50-'- I - ` F 10 AA4G' ( M to AW41t a -: ,t 7 •/2• oC 11 ,/7' aC :_ .. - - - J 5 t7- I5- OO t' 2 DOG' 1500' - 1 ' 1.50G' ^ -.. I � � -. r- t" 3 I 2 125' E v J9' 9 J9' 9Fi IT 250 -.- II i :'25' ,. R. 0 1(T.k., aE7NL •,:5', 1 1254 - OU'At I HT MFF I _ T " , ___ r I R O 575- { -�� i .?So a jai I } _ - Vex - I "�,00' " .�.g .,G.rz•_.,_ I METRIC VIE1M DETAIL A k _- z,W, }5 - n - d Orv, _ ° i ROUraUEO WRNER O ENDS Or PAWL" es) I / ENO uP W/ nra1AEL EDGE rlr7 • "h" HEADER (� -U" HEADER I (N r s) +v' t '° ANGLE 4A; ANGLE WITH STUD (; ANGLE WITH I wmFs REYL361 V_0 1. , SM 1MT f ,/IA L 2/1a 374' • E PS4e TTT- rtif iDGt -- D9E' s]4' - _ 1 D; E9o- F PNIE)_ ,BB-. y Q, BB- , i25' /4.4-7tl, yC. SERWS T.4Q7`W C`e_l•e15' I !75" }u i r ` Y70' 666` fa.0' M.:Lr M 12 1;}' OC I I ea, 59C' ( , s00• - 4 •' Rif, •-9 f--- ' } . IjiII' 7 ,R'A , 109 , `cos lice. j. 1 of c. 0LC - {/ _ Ip tOUT,ON AT 05T.- 1 y I. _ 412:' , aw , _ � T50' Lvrlty own a,ETts.s ' 1 ..e.•. at • ( fldi' 7,KT0- j C511 KI .HOLE WASHER 1 I 6 '.- - - 2Qa1'. _ --,:wa 6 - Os3' _ 6; �F" TRAC GLi BA y'4%8" "F• 1) FI, AI- ('1ATED �I o.am- (%A` I - 094' ^" W *t, STUD G,J.YANQ02 --W ?g,4•T t„yr,tk N )I6'LZ`PP.y ^Lt.d,Cd-JeJ.ALti P- ,5' POW, y4. f� f �`P:,;;,� A T L4,1 r% - I i , o --' . FN :J9'tr. j!_ i , , 6t .--s-. \_- s 575`A }-• n- 4Se'r e]S'A Imo! = 5 I .�_ J s75-` ILO. A416i _ 675Y t , ' ? * : TYP iLF * ; * : FLORIDA BUILDING CODE (High Ve,90ty Hurricane Zone) ATE OF O ; cMe r-e`T Aa C I 20 GA,.E GALVANIZED STEEL STORM PANEL , 00_ 7r x, Al Tooa_ ( PM(L ayv' -_. ie75' PLATEc x»NG a:�'T - - * KEf HQ� `.,,oFJ e P ,'�,4r tC i .': Ott* ( _ ILLS ,.,,', n -- DESt 4 AL_EANSEI. / _,- -- _ - � I . - '\ GLDBAL PROTECTION PRODUCTS, LLC. P,ai.,a">I,. tK TE -1 1. ._ --l" F . F" I I.. r-, INC .HART 5N "SI _. . l$ 2"X7"X1 4 NJFITNATPS,lY. WBE 4 C Nth W/Gu1 �, �i M,fMNtT,jpp��„' .• W-' :""�""'%'"' _,G, y STTtEr: lt�.iT ''�'w ' I"rr'L, n 1151. 2D-176 ell E4 A(,S,(IittNU,fy1-6.NI t,.E AiOUTaC ,M94Ee N/ A9ofE0f1AA, �—..-- •• .R.A •I al.rP «•.tlNr.. „talul.-taco. to ,io.,m«..1TP,• Aw-• a n-,u 11s3/S2• I,ASNEA f5TAN1�5 It, .'-� 4� Tn - ...-. . mr,w w . ^4 'OHw,.R:- RE NAL/S+PMTTA.C/DA'C 'Ei w.f. ?,,ED -M0 � 41.LR. i n 1. PL '� , , _ _ 11Dw•. Lk -Is?- , - aNwT d w 111 _____ __. ___ - -_ -. INSTALLATION DETAILS FOR REGULAR PANELS:, & 1A W_CLOSURES 09NI�-_FFIQU TALLATWNT IN POURED COME I INT--_OEXISTIN PO RED CONCRETE OR CONCRETE 91OCK STRUCTU$�S Ai rT �Lyy��ryry ��� ��pp E�T'F�'y � Ir _OR M �-rr�(�` I, ;At Po aN ,I .rT_Tt T,_I ,0. - ' 1/.• 20P.V,• ss V+ li+.__ .d\!..Y\14AMvn1.- : .r.!kT _ .. /1L!V .....6R.'-)i1L.,. 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It ., i i 1 n I I g t) . r. I� ' V6mII,m ,is ,P4+ISI - ,/�1 S� _ I 1 ! e ,1 IR• aC i . 1 AR% I 1 1 r It •t.a s,A' .wa a,.. z-- 1 I y - Lae .,..-- I .� .Nrr ED I I EASST� PONfTV (� .tMA.lm mNCRtTE oA 44A1-� ,• ! CASE C (PLAN) I t»Hr" B, OL. IiT7J,HAt I I CXSTlTJ11 MARE'). L G €V4 i i SCALE 1/16-1• CASE D CLAN) 4 'I X 4ti Ri'Tf: E.LI)i"r - . - , I I ItEGu,Rf..0 I ' , " , si ST. I � tali a. ,y;� E nv"�aari - CAA -a OR PM.LAM.TE - - . / .R47 a s' at lo— ,awn+ t� .,e l>a RP9aRn e 1 FTOP4E p M,0 AM1TP = -, w San R . D 1RUS Oa Cf LAP. rye. COA *M Aoso a I j . w,t%i (SEC sc,db" L%t 4 " `a Ea R?f TING p.m.) s.a s a n.�_"T, e) ` BUILD OUT MOUNTING _I I. _ __ I1Stt! �@ SECTION 7 s %~` 0 SCALE 3/5. ,• SCALE ]i S. • • --,ALL AWN) .~ er e,•- SL , 1 - 1 __ w EFJIIE 61 msrn: a AFT. 1. 11110E . WRITES A 110' E.D. - EDGE DISTANCE i .N4 cow �11 OPEANING -C. ALUM TUBE OR :• A Ssrr <CMEO'nf ON iu O`® i CASE F (PLAN) WOsDD S 57VCC7i PT WOOD PLATE SPACER 1 I I S„Irr15 B A RJ r-' y- SC.u£ 7/i6. t' f i rtwu SAW ) 1 _///j I •.iLYrTUBE EOn YATtES AR ,C='A' � ",IVL_?' �DP_LSiL1t:IHAII Th` �"FDNS. I P.I WOOD PUTT SPACCF- I TOP k BOTTOM MOUNTINGS CABE N +>a,D ,MMAI t i-.._ETBIT,ED IY ANY WA `P T A+o.crs _ sulT ANY CASE E ,PLAN) .SHE StPEDOrE ON > i '- 4_. A!tfTN SCA•t I/16-1• - .�- . sYArTS a na11Jp, n 1 1 '-M.r Cr,. 3T 1 Ab . + : lD I.0-t L . I Jli t _ A. . tit l i , "J E SE E_ _ i:I A i - -*f'pl , -E. fr' - ✓ St rLORIDA BUILDING CODE (High VelocityHurricane Z0. 0 -- ram* ') _ — KA ,r,LTP .Qf.Y 'C M W.+EDkAE "' M,, a. r ,5rx ,; a9xi nr1 c /. CCRICRE'rt BLOC nit ,r. awA'TA J L d. i PN star,. s.. s %C GAG G VAN, D . STORM PAN - E AL IE StEEL S D EL ," 1Aa1 RE DUIIRC'O4A'.a� I(q,( - tf) � = 4,16r __ _ _ LW�N 9. SECTION X-X * ' - -- - "",, GLOBAL PROTECTION C AT x *r %R - y*"- � _ - G . ROTECTION PRODUCTS, LLC,, .It _ f 9$ $PAC RS Rf ,RED AT TOP QR i TS'-. S rF tK - IO I M c m '�O" I .w9 S.R. f:. N NT10N_ TRACK_ ADJACENT TO STUCCOft�iOuG BANDS �`I en RiOk,.. zs, - An ` T�Troya H , nI «_ (9a.) .s." "'. i+i4,.a-an• I 20-s76 ,l • • • • • — csN M,-.M. 1. ;tar m-.+., f}�--. Pa.wc w .-1N1AL „'Y9L.A 44'94 • 1R,ITT i b/ 7a )1121 rat . iJ ,,., -.,U! 2Z Tl ST R I'_QB I'>: Large missile lmpn,.t ,oao touts . it re performed and r 4 .1 D 12-99 standard as per section 1609.1 � -)f the Flor,r.� Building Code. J.Z,nni static loads as per Section 1709.8.3, P,: r ASTfA E-310 -est reports pre -aped by American Testing Lab of South Florin;,, Re£toil #L-,1 G.U".-0'I dated 03il1X2 witnessed by William R. Mehner, P.E., $at riz &&)ro- P,F. and Henry Ha-tem. P.E. anc Report No. 0219.01-09, dated Fefruary 1 =, 2009, signed a -id sealed by Edr-urldo Largaespada, P.E ,)nd Fenry :-;ittein, P E Large missile impart and cyclic loadings per Pratt vls 'l AIS 20 i n 203 as per section 1609,1.2 of the tilDrid�i Building Code. Tsai! Ran „- tired -,red by A".;.can Testing Lab of South Florida, Report No. 1123.0 1 , .tud rlok-en,t,er 23, 2010, ,signed and sealed by Ju,'io E. Gonzalez, P.E. Tensile lest report )':. A s IG} i):/ QC Neiallurgical. lnc , dated March 13, 200d, signed and seafec Frank GrAte, P E, as per ASTM E-8 and Tensile Test as per QC Metailurgi :.l ReK',:)rt N,-;. 1 0KFA-1313, dated DecDmtTer 1 2010 signed and sealed by Tim rac.iofanv, P E. as per AST£v1 E-8. 2.3, S_Tt3MCTtltRAl. r.,NGItJEEtkING _(;W;l LAT1O1�4: On 24 Gage Galva" zod Stt hi uT;)rm Pariel for marirnum panel length vs. dasign wind load, as well _ rnaxifniwi anchor spacing vs. design wird load and panel length based on IT 1ctna• and c .-•tnparative analysis. and in accordance with section 1604 of th . Florida 6 *c!irg Code. Calculations prepared by Tilteoco, Inc., dated 1211 W1' . , s,nd i)'3;2711 3 (for -his revision) 54grled and (sealed by Walter A. Tillil, Jr., P.E. I MISSILE IMPACT_RESTSTANCE: Large missile impa' under si:�rair to IeOg.1.2 of the Fixda Buildirg Coda. as per SSTD 12-99 Stand 1'.i ail:! TAS 1­­1 4T_MND_L0ADS i; ISTAs'1-C 24 Gage Galvani' -d Sl' el Stc°rm Panel has been verified to sust.airl'n+ind pressures. Maxirr, ;rrl paneq lam.lth shall be as indicated on sheets :37 9! 10, 11, 12 and 17 of 18 of Product Evalu tfion Document (P.E.D.), drawing No. 20-175. Maximum Anchor El,acing shall t-: as indicted ^ri sheets 5, 9, 10, 11. 13 thnu 16 and 18 o= 18, ofPr,duct Evaiustinn Cocumert (P.E D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has beon vitrified for rode connpliarria to work as a non-poro.tt: storm shutter assembly, as per SSTD 12.9S Standard Z'r . k*Z..N_\UNSF _ -: _E ':, _va167 * .1 'Pr -- � .A% SiA7I Cl- XZ : �cc o,4FSc'ar�`•Ls 'r4..`.' I") at kL'L`.,,SA 11 tHL Lr A-?.L.N,ALL-'JIO'iM-Ql rAO. 24-Er27.02 3 �_IR:STAWLAT1O1V; installatiur. shall be performed strictly in accordance with details indicated on sheets 3'thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6 13, 14. 15. 16 and '8 of 18. of Product Evaluation Document (P.E.D.), drawing No_ 20-175. 6. MATERIAL CHAR,ArCTEfU$TIOS-ARD-SPECIFICATIONS: Shall be sVictfy ir' acc ordar)f a with General Notes and Components indicated on sheet 1 and 2 of 18. of Prndur,t Evaluation Document (P.E.D.), drawing No, 20.175. Anctlorspecifications shall be as indicated on sheet t of 18, of Product Evaluati ri Docurr)ent (P.E.D.I, drawing No. 20-175. 7 LIMITAT�S AND_CONDITIO S OF USE; 7.1 Shad boa strictty in compliance with General Notes No. 1 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175 prepari9c, by Ttltece. Inc. and signed avid sealed by Walter A. Tillie, Jr, P E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into you ed concrete, concrete block, and vYood frame structures. Product Eva!uation Report prepared by Walter A THllt, Jr„ P.E. (Florida License ND. 44167), President of Ttlteoc. Inc. (Florida CA-0006719). _ — - . UJIF D:T i1Lr>:CO A,DMCN RPCORM,P E. REPCRT.201<tLCIV,i P:oftj�e qw PR CTS, L•- GALVANIZEDST£-tt ST,3l kl RAN ' DRV',1GA26176I, REPORT T20.0727 veh�;;.,`( DPP , 'fig D.t; - I .•e. a w: L. x, p :. O o : 4 . 1/4, 2j4. 3/ 4 4, 5 !%5, i ' M,L. . 1'�,.1 W / 1 D. 2W /' 3W/ - C 4W, 10. I MI. tto-5W/ tD. 6W/ '. A 7iv,/! I 4�,/5 cr q , I, err. "',.1 <,Nc ,A 7( :; t(T 4 1 - REGULAR _STORM PANELS 1__$E _�_�EVl�jIpN 2A" i (W,. ",WF?,Af -1 r-'U 'AR.i.S', I ". .,:, �, -- 1-NIP, 7 -`N7 - ,--�7��"N.'j"ll�.-�,-nl.,--J-� 1 :1+ ' t ) .�---'0)_ I EN ' .. 1/.,_!,t Z f!(l 4416 i S 9 :*a O td A- "-taPoR:_.. N' : .$).. ALE e o ' 0 4,1 F �^' P^`sC-w' ' t3` '' N L^r . I,, _� __ APR 08? 0?3 VR/\l Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FC 7th Edition by Debra Anne Klahr PX 23uo FLORIDA SUIDING CODE (i4i ), Y.;-dr, Nurrrcone ZQ,W �E`i �20 GAGE GALVANIZED STEEL STOi14 PANEL . W, GLOBAL PROTECTION PRODUCTStow. I.I.C. " f'��P 1L ECO1NC_ i, COTT, NA s.M. S^ L!a-±'ESTR4a a TwatNr,F�T1� )9. i,# b, +FWInI WWeiG. tDM Trv' M 3i. « lu,rAr, rL axl,. 'Was"kit YSI 'L19-ME'J. HNC- IW-.-A79'i' Cryryy_ 20-t76 ,.Tq1 .H m N, na. Cr.La, F 11 _ �vr - L� °Nw,�P u. - IA A n f_nir - s ..". _ 1. 11 - IRQI ! N » 11 -,T4 1.AT ^`i ETA[L5 FOR R�G�ij<A4 PANELS-__I_,_&_1: I INTO _EXISTINC POU`�EQ ,CONCRUE OR CQNC T 8 )�c ...,.S1;R'UC URES i +' E ,L SC„EOLILL 04 ';MEET 9 P1IURW CCN 91 P - ,. 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' = z * : . = : = . . V%. = : * .. * = FLORIDA BUILDING CQOE (H;gm YtIocily Hurrilca" Zone .4 ra. .3 i, Timos, ,.Essu" R'T. - . I V.p. 1, -72:) ;L, I . ,.,Po, A mm. A� . - Mm TV81AoZ`= ?�. 4"NIED , ,44� . H GAGE GALVANIZED STEEL STOIRM PANEL SECTION 1 k ot � , �'t 0 .1 o �, "k; IF I .�: T, " ifj - - , . - , - � - :,4 O__ SCALE 5/8.,* ,., I � .. 01 ___ ��.,�151_ 0 , " .. - v; I �, ... Nk , _m -'- - Ls, \ GLOM PROTECTION PRODUCTS. LLC. ."E . - _ __ - � - IL ECO c 4I mu, 11 Z_ 1mc . mm ss" 5i 5-w ,��,M.!,� -,STAuLm ./, ..v "."5 a. "' t-AL Y_ 111-- , ) T.Lj, Trm"J& r.oftrmsme cow s__ 20- i76 oq LOCATED Al TOP OR WTTOW OF OPENING, �71 " Tti ­. � I��m-�..,. (� i �s (cog PANEL ORE-.o w/ T _�E Top * borrom) - m, .I.- .- 4mI Ae,_ I . - PE SE4.050A'1TW_oWo__ , rA_4]Qw1" !�.i - I-!.- - toLOW 4. I .w . , . . . - I - I- 11 I ntrR A 1w, . � I Ti . , Or . 'r- ----7- - . �e� ­s �, ��­ I ; � . - r ... Ft - 4 , �! lr* .., - - �1 - � I' I I t Iw-m. =� ___ LIL 1 . 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I'l-'r- M -IT- _� 4� 1 i I I i i , I I ­(s) I WALL WOUNTI i i , I � , I , 1 I 1 INSTALLATION - ALTERNATIVE 3W I =1'7., - , I . - . I, . , ! I ,_ ; SCALE i/., - " i�v�mn. i f- I, I .. =4 - / � T­`__ I- I L / I i �, 2 _­__1 " __ I . I I - I " � � I- raapm, I 11 � ,I ,.4 _. Iste - 3­ Zt. ,--;= _ p -I- � :. I-- I - - WALL !LOU INISTALLATION - ALTE(OkIWE ZW SCALE 1/4' . I* NOTES. 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A,S,D DES" LOADS UP TO --,S.S. -720 PLITT, AND PANEL'S LENGTH up To a* -a* z, rcsR NEW wooc� rRAMIT CONVRUCTADN WOOD MEMBERS TO BE SOUTHERN P104E W 2, W/ SPEC6V DENSITY Of 055 OR EDUAL NOTE FOR COMBMMH Of =11ONS. TOP & BOT-Tom MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY NS1kL.LATiON_ ,, , �,i?� A. � It z;,-`,. ENS, �7i;k__, 4��'- -, * " - I . - . E : No. 4167 % I : ­ f_ __ Is: (t& - . T D _ ' - #,--mr, -- -11 ,,a'.. S OF - _ - .- 'o - . " Y , � , .A , �� , , . - , "S . 4;5�� - ,�, 9 .� - Ns _ , "F Iss ,; %­,,,,,,,,0.LY.� .... 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I - am LIFE SAFE T PAWL - - / . , ; i tQEA "/NO i#1 SAFETY PANELS LOCATION OF LIVE (SEE NOTE 1EELOw) �F � .. REGULAR PARELS */ OR sAl I K 9 -I,,!- W/o PF:Q_TLAA RxKs - ._..�_, I - - _ m PA#At - - I � (SEE wTY I . I . ------- - _� RFLM" 1 LASE ,AmE1 p I 0,;. OE . .1jr AS co'c'ITETT, mc)-m f \ �? LIFE %VT�,=v I P� � cm sL,ET,Ax rA - . , . jaETjq);_.#.1 FOR LIF ..- � � L 4 jQRM �%L`5 BE MY 5-m 10 '�'a� I PIT-004D4101 _ . _.qAFETY 11IX14fr el�Rrtf � - __$ I To FAVILITATIr wSTALIAT" IF NTEALO c­ -Lolwn - / - --- � EAffLj` & 1.4 ,a St INSTAL= CA REMOVED rRow NISCE I . _j -, ___ or SmjcTL`RF �a.,o,,,m ,4"o" 45EE � sD4mu.z ON - _'.] ELEVATION - - "r, 1� WALL INSTALLATION WALL AND LOON SC&F. 3/32-­- 1 - SECT10 I SCALE: 3/10' . I' - SECTIQK 2 SCALE 3/5' - " -./.- - . 0 0 - 2': C4'. (i - , ",:;Lrm _� - � 4 - - , - - �&Tll , _QhAgL_WV7 _S1QRk_hVtL _S'STUOL IN' VALARDN ; 1:___�' t=14 )��/7 n, ,�.�_-j � �1� _4__._11_.L. I LJFE SAFETY STORM PAWL CAN 9E LOCATED AS AN END PANEL (rPS- 0 LAST PANUj C� I der... OR AS AN INTEIW PANEL (VP PANEL LOCATION IN SETWEN IN, PANELS) . Tm,. I NVITE .I LIFF SAFETY PANELS MAY OR MAY NOT K INSTALLED ADJACIEL11 70 RrGL,_Aq PANEU� SEE wti .1" I*/ Ca *,10 atsts,us TRAACKS) . 2 LIFE CONSISTS Of n O�SS' MAT VAkEZED STEEL STORM IsAkEL AS SECTION 8-8 PER SHEET 2 OF DRAVING SCALE 3/32--i- E�MPAAIIEL TH's PANEL ALI, ITSELF TO W RtW4D DR 047ALLED MW THE INSrK OF STRUCTURE "00"', J LJFE SAFM PAAU REOVIA" TOP TRAC( ;O BE COMPONENT Q A Sor-Ov TRACK TO 'o I, - I I M", S, K awpo" 6)&s PER 5TI, 2 Of TmS arAw-'ro ..... P c 14Y 4%, ...... �Iompo~ W KAY K INSTALLED WAIX DR FLOOR %MUTED 1`01 LOWNG SECTIONS I & " - - .. 2 - ,%t.. r I ..... 11 ON THM !sKM. AS WELL AS DETAILS I A, 2 ON VIM 14 � �. ".�'ENS, � 4� FLORIDA BUILDING CODE (Nign Vesocity Nu one Zsinls) I 4 mto LEPA&I" rOR coupm . ; Ni eili,"4- , Mo. 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AT tjlfiElf OFF IW EXIEFISGIF FLAT fl-Aw.t g oF END PANEL (Aj *4 CASE THAT ENO PANELS ARE NOrt CONINVO -To BOTIOV TRACK fie A STOF ELAR 15 OAfTY UIED AT W) AT LEAST TWO PANELS SHALL BE CO, TO 90170b Tiw-I LMV4G "`PEGS lNC*[A--tD ON WTE (3) ASQW IN SFLT� CASE, CCk-vE­T*fL 0i' .fNIELS TO 9017OU TRACA VAT "CaP AT AM PANEL LOCATION f$i SEE SEtTION I' M- & I ON SmL7 24 Sri ANCiH,'A S4141111LE ON SHEET 25, J, .6. 2'/2401� I'/2 , f TniI.I.I.C. /Capisa eo�, , Wam - wA of � ANT."'ORS J, m- r, - - I -(SEE SOOKLE OR �W, Is)- I i ,- - _!_,�, IL 54 . - - i__11" W"' -Ir I I "001 - I- I I I I T Ir r -- - _, __�� � - w �i 7 c , . . "V 1 �"� ! I. I I?j I I I I I I I , - L 1, I 4 1 i I . I ; I I " � I , i 71 - � . I 1 . I I , ­ . I I - - . I 613 % = wel, .441) : ("mmeo;., -'O*) .( wFF.O. PANM ; Ellirvoo. PAmall jr.0 'ViLL, � I SEE !C2. .1 IF Gilowl ;T NOTE PANG) I , ' I � � ! I I I � Fill 401T 2. S. I KLOV T ,-q. I Ail i ,,-I I � '.! 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RIDA BUILDING CCDE (WgI,, Y*100y Hurricane ,Zone) ll APR 0 8 2023 In GAGE GA-1VAINIZED STEEL VORM PANEL ,I I cFeIwN. v/2woole, .ORAL PROTECTION PRODUCTS. LLC. EATI, 44M s $ srwr __ IFAME, f&MI. APR ' 8 2' '3 ,4.4 ")on-,,.. rw (*!,.TA4*­*7Tll 20-176 . I �w--7--_----_---.-r ----- _----�_ DRAWIN; NA. I/1- � a . - ' jai L If view , si Incl - ��__L_L��_7-__H� "til I Revi Is st� p d I - A , ,1� I "a Revie t Assist, inct 7 "O" R vi e � 'Iew Comp d and n a ove IU[ Cur-) CotnP Led I pl!ance IV n 2 and ap Oved � I ith nth 2020 F8C 7th Edition by I ' I ' � �h PX . j . Oebla Anne labir PX23,00 ; NSTALLATION DETAILSJOR -, jE'�ER _QQg_AND 100_0_-LMZ_HWG $TORm PANEL:I-INT POVRF.P CONCRETE OR CONCWE__&Q_QK �` �m - CIw f ­, 1�_,F_&_-_-� - 6), - __1- ;:M �%,­-_4- ­' UIA3 - I I I _= � i -1 � J \ I - ILI— .1 I - . _y 4 ­ - - ­ I - i � N`,,`eI1 ,4 �, I" - .1 p I � ef� --\ ­_ - __ 11 ! r.11 r A pol-sd �.,_ I . 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"Ll I- k� I _f, - SHEET NO, SH 1.2 MAXII&MI A.S.D. UMN PRESSURE RATING fait.f.) AND CORRESPONCIM MAXIMUM PANEL LENGTH-_ FOR SERIES i 42M E-2 HAM STORM PANEL M SYSTEM ,"--OLY-rOP-P,o�h'"--1,6'!A.A�INI AS PER-I,Ll M0U.A'.Ww 4' 2-- "Kam LSD. - 11=151T TFDY "`�Zkc i TO � CONDITION I I `Q 5, I X. , - -611O. -n3 -------- W OR LM ! 2 9", WTED - - __ I I I - C. Y. 1, 110, 7'* a 3"W --- . & .". - -61to. -75,3 I 70' •OFF A% I Z 7/a . I __` - - DATED W/ I/ce-200v4- s S it 5 a WPVGA,Ir AT 0,EPTAP A sox OF PAWL LENGTH MEASURED PROM BOTTOM OF Aft4L MAXIMUM ALS.D. DES" PRESSURE RATING fe.2,11.1 AND CORIREMMNDINQ 1WAXtWUM AJCNOR SPACING SCHEDULE FOR WMAMNS INTO CONCRETE AT G LUE BLDCX STRUCTURES 6 E 0 - FECE W-AlCE _Ot&" FQ"AffL_=n1i_*A...t� ILL lip k_W"!k_` 14fly 4' SHILEY -4. 1 - i - . LIM � ___ � A560la" %W� FOR I 0 - 1 1/2� - APPUCASUr To sU U_S.K. —- -_ -, i ___- _o�a_kAPI -,- __iZm_� ti� .`=.1':. 'era ,AFXONS CAE. . ; . SAT, W, 1 mcr__ or .1411, �, "(POSM0 t I 10 cokvnrf TO -'r "1 CONCF`m i TO CONOWE [To coNcam RLPCK BLOCK I i, =` ; i I : I 12* .1A ; Iz- "/A 1 12- 1 N/A 1 12- 1 M/A 1, a 2 (10.) � � I ___ .- . _ if' 3. IF ; . I I 0 ! 5, 4' i 5- j � I i 3. I. __ C (BOTTOM). --- -_ — I XTCA_�M__ - 1. V 2 . I . v (BOTTOM I r- I � 5- a' V I a' - I S' 1000 ).. , ­T­111 . N�A I " �� N/A ' F; A NIA � MIA N/A ., , /2" 1 w 2, (BOTTOM) I I .(IFI 0 - ?�,,l r_­t_/_-_, _ -_ - -_ - - -- ___� I — 7o' OR LFSS I I 6 1 f2' N/A 4 ./7- N/A [ 4 Ilr NIA 1 3 (TOP) I! 7' _.i _ ,/, � I I __ _ I I— � N/A I Ir NF/A � 11 1/1- 1 .,,,, I a I /2* %/A 1 1 Ir 3. (BOTTOM) . . ____ _ .- ­­— __ _ _ , � , . MIA . 12- N/AL � 12- i N/A I 17- __N/_- ___ - 1' -..-----j------. I t (,W) _7 -1 12- 1 It- , 4 (BOTTOM)1 ! 2, 6- � ?2- 9 W/2- , 12' I" ,)MEET.IC 660 ..' .Sb MITCH FlNESSLIFFE RAT.,; & sm offim 2* , op .Wvv" ­E & -_-.t� ,of, twAu, nom *no wooD '110" BUILDING KAAMHFN N.C.D. SPACTN-5 'NOT MAIN't"Iff, COCK MINCE 0: INDICATED ON ?.n , SOWIEDLIF.E. TOM U � , T, ..".All, OR SCHEAtS Of XCE ANCHOR SPACW , S" BY Put T-A W, SPAUC _ 0. 90,401h.tr IN THE "Al 3"Iff: "Allon Rp rHts DOWKIN, TO SIT Pcgv%L kLWM SPAcING oW.Avlln utiec FACTOR sHN, FIT DE lM TIAN -�. 3P.00C IPGX�Aft) FOR FACH 1M>IM TYPE Al AmOlOn dam ,/.*. I/.*. - 1/4'. Nam ITIVE ANELW;t offiff- I - � v� 0.0 2 I/. ._1 ___ 7;;;;;;'j;,"; - - - j IF-$ I , - I PFAFF- 10- �W) - 4 "'M ED IM Mona � - - rolm I , !,T , .__ . _ . . ..... �J­ ", 2�__ ­-,� - .-T ­ ....... ­ - i ---- ­ 21d _!2_____1 t -...r - I- - I 1/2. F41 + REWMS � NVANCt wr0aw w rto. C, PANEL ,% 0 to 9L I12, -),/2 . I . , V k' t Fil-1-0 11 I r ++ RFHIIPRFS RKHL. 3WAMCff BETWELN D0rTOU 01 PAWL ,%C To RE 3/'$* 3/16 V Q' i 0- FLORIDA 81.11ILDOING CODE (High Velocity, Hv";cVt,. Zo,-.. `3KRf) .LFITPQ - ! 20 ME GALVANIZED STEEL STORM PAWL I " . . 'XIAPK W - — . GPRAT LOBAPRODUCTS. LLC.1 '"tw%7 11LIEC0.7 L ECTION \ I Q" S. 5, STRU11 r__ 'T rts"o a "Foorre"flo ro-P&ITP, � ONA , " -""I . .. - *IL A. NFL _.M..., ,, __ --ow- 105-pMe-mo 0. (*,,.=7 I 20-176 - '. ow IF, T_ _ I -_ -_ "a. A 1EL11 . II ` rk � A . FIT � , I - � - i . I Ii COMPONENTS FOR REGULAR-LIFESAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 112-)') i I- - ,5,125- (TOTAL Mot.) - - 218l- - i - - - __ 12 we, (CIFFICTIA WIDTH) - - , - - 193' . i/4'-20-3J-' ' 4 2x - - 750 - SS mo F`Pr M. . CL e I/., �) - F - "" - ,-5- 10 ANAA 0 - 1/4' [ 1. 125o, 10C led'- - oft* . - OR •*0"7.= . I 3S0' - - t.3w* � - , 5W - - po- I I (WAI I 5OO'1;i-7 I :1 U01 I ­"\ I LT - I � , I l- -- �. . . I �- 1� � 11 __ k .., -r--,-----\ ,,-- -, I ow' �=__ ,Ae. I i Wriffou . '��' ,,, M.. 167 . ! 250 I 4�1 - 002-' WIN THICK J" 3_3151 1. - H 500, ; GALWMILP STEEL �6 , I I , - Im AS`M Aw rilp I .... . - � SEE . I CRAM so W*14AJM NEMI W. 1 2,25* - - I 11 - I 015- L L___�� I I I � F_ I _j C-60 GQ.Y COGE I , Ve., L_. I ,=--- IZS* . OFTAIL A 49 -------j I .375* - -1) �,w � i (D STORM PANEL i I __ I . � I - 350" co - I 390. - � � � � W#A A— - 2.000 - _. I 0"" SNAUL K PWALLL:T AUNAYS - 2367' . : 110M LEFT TO W-10 V/ 1/2' LLG 0 EW AT Urr %at Of PANEL 12 -H- HEADE (�) !C- TUCK (�) ANGLE W11tt-U0 I - """. "" PIP For FM CO24' (.1, I ..Fift's END LIP . . ,or PANCt GALOANIZED, .',-,!;I I ,"- ,,-- 1 375, . 270' I wl Nt� n," ,__,� "-' . I �; " _ ILL i &O 05' I I I ." . , I i I � i � .• , <-. _ - � @62S _' 5 t ��tl I a 1� I I ,.- --,::-- _j Z;- , , - ,_ I - 037 *Tt � � , � i I 6 Iso, �_� , AD! .. .� � 1, F, , I I - - 259" - HEMM"'t - _,I - . Arem• , , - I f , jI , _, t, , OR C* , - 2,250' - ✓I -i 0 2?0. - N"N`1 I , ,�� ISOMETRIC VIEW QEINLA ',.I � � I i"., ROLOOM CORNER 0 ENDS OF PANEL'S - , . , , 1' , I I Ego up or" wvwo I= I - A057. 00 _261 - - _-_? I,V - lot If S) I �_ W, - 126' 1 75' � I KIM. 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FLORIDA BUILDING CODE (Won High Velocity Hurricane ZoTTe), i Ow I t I. I () 75� - ., F, I '23, it.. 1. --MIN a ��, MIN 4 i � I I . I . - IT - * . LIX,L 1111C, - ! i I - 24 GAGE GALVANIZED STEEL STORM PANEL I " 1 14, _T�37 I - - - \ " a - .. STATE 0; ." - 4T — VF,fFW $I * .s* . ----------- - 'O'. GLOBAL PROTECTION PRODUCTS, LLC.� w/vivnio L :") 1"' F, I ,4 - -i— — F 2 000' - mp. '7 .7 Ft Ow - , - - I L-) L , S", sull_*� 2� . . Ot ialpl� ..- I "T C —3= ,-,L %�, - - MIN , " "' ' , = �k 111 L I ITT I C I ., , ;� - * �' 4�_ Tlc�iI`N $ 7iii:Ef1r_ASr.4__6t�N""ft COM"APT i E."It. , 3a3-- , , �_ : - .�, . Z4�c .b. 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" - I ?F/�. � 10 - - ....... i ic�__ i I . . �� I I ItIq 14 1 - M-, - - We alter, q � scwv an /;r � 1/4' 1. I � - � , I IF - I/..". &- IF& W/ - . � a - 1' MAI( 10"CRE7 A"1110" —J--. 0 .1 -,W IF, .. , ­­ , MAX I i �SU St4l,mE ON . . . I : I SHrt" A -44.Ii�­ IM : - Z . ,� � I r D I : I I � t 11 I ! k`,., 11 - E V . I . : (9�- � is � Qii;� � � ,FlAhiEL ULNCIH I � I" , F SEE SC.EOULE : f - ",�' 4 4 11 - �T , ; , If . ( - I `M� : - ` , � , WAR11,10h : - , ,_ I if� � i � 4 ; -11 10 fit,�.S. - oft 5,� 1 1 myAm, FOR 10 GLASS I fSfl[ �C.7`)ULE : 26109 � UIPIT"', 04. IF-" ... -1 (SEE S011:1XILE ON 1 31, sNE17 3) 1 *,;Z�11) SPACER I '? T I MR " 0-4 ---�X. , 11. I I ;" . ; �. 1 : If , .. I - I ( - � I I I Pwn LENGTH I SHVIET )I 1, I - � WHvlFffNFE. 'I" M. 11 . ,- 1, Aff np AFNE -6 , , ; � I i 'D.P. PAS 1.41, : - 11 (SEE SCHEDULE 11• I F I j UPffil 00rfl r4r) PANIM LrNG?L4 I I I ON Ska, 3) : (SEE SCIFIEDOLE i I I SEPARATICIIII EXIST"N, - I ON SHCET M -1 ,, I -� � , I to GLASS. _ ; 1- i , C­-Ss = -1 I -I I -� r--__-. . . � )(SEE SCAEDUILE I 1:11 . -I 1 -7 1 1 1 " 50% 1 f - !L 1I I OFF SHIM 3) I or V I - ` - I- " - _� "i or . L - I � - I I 1, LAY . . I I MAX - ID z I I : � 1, I I sox : C4) , 'I I I 0 : • SPACER 0 L. :I I I �?,� O, L 0 1 I E n - LEK". - OF : i -, : If, � -1 I, . . i I MAX I ! I .= . I Z.V-po," I A - , I I 0 1 t_ge HUD INIXTS �77 .-----:::-) = I - " , 4 ,/4. oz 7 - O:Nr,qm A4�40*5 .1 -, ^ONCRE71 ANC.CPS T ­, - -R 1 I , EXISTWIC POUPE,' _ _ (SCE SC-0Ud ON (SEE SCkEOL,LE ON 4 1___1_ . �__ ­ : (4111 SHEETS Q *HROUGH I 0) I g',� 2 'It" 1_0046 MAX ALUMINUM CONCRIET U � EC�GE Of WALL (A SLAB SHEET_ 0 TH!k0,jG0 fo� , 0100"ED . - I - (ALT.COWITIOW -1 � '. I - 1111;16�6 INQUIRED CONCRETE � Oft CONCRETE BLOCK CONCRETE ANCHORS �\&,, I REOLARED (SEE SCHEDULE ON 101 - E D . SHEETS 9 'HIRO'k, ; CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING SECTION SECTION SCALE 1,,3­, iz_�i 3/3-1, 4,e , go; ... i ....... I .... !4/N * z .- � . - S . . Ne.44167 '. I = . 2 *: * ., * 1 NOTE ;tVMMMUQN_Qr_,5"Tt,W. - S .. CO. - WGIE DISTANCE s, -$% STATE 0 -A - I ��­� _ t 'T, 0 - --- SEE SCHEDULE ON TOP & BOTTOM VOUNTINGS CM BE ,v. "TORI13 ", SWEETS 9 * IO) COMBINED IN ANY WAY TO SU'7 Ally - IF I I&O IN'STALLATiON 1; . "`11�11, �16 � -i; - o .1, . ..... 0 — N - - , SPACERS All 4 1,`4 . OC. VALC FOR ALL DESIGN I OADS AND PAMEJ EXISING PCIMID CONCRETE LOATH' TIE? SNFzT ' OR CONCRETE ALOCX OFIDURITI ,j4_1 I- "y L. Ii. SPACERS . 1 12 1/2* 0 C. (SEE TABLE f� ON SmErrs 4 IF , 0 I - WALL MUUNTJN0_. RECT MOUNT W/SPACERS(9)0 SECTION 6 SCALE 3/1F." FLORIDA BVttDt'4G CODE (Non HI Velocity H-1lico-If lifit 'A,itc ,-. - 'A EL . GAGE GALiANIZED STEEL STORM PAN " URAI 0, � il, - "'IT"M LIE CC tac , GLOBAL PROTECTION PRODUCTS. LIC. Pm ig III, po"emHo co�^"" D"L It =I- %_,&,m­w&m6,,&.n --i 4 -XI, - i`XMI ­­ ­..,,IE [,"Aw I"L FAX "NO-4", 20-175 - __ CA-M0 7'. k- —.- .- ...: � ac FIX - 01D, A PLO x_ PT 17. - ­1 '. . �, *1 2 _________ __ - JNaTA -LATION :-��- �QQQ & I - .- DETAILS _fD3 5F_E� _110-Q.-L. Z HANG STORM PANEL ,L1 INTO EXISI,LN-�----AQ-Q-D--alR�:!�;�,-IVM - ----,I---..- - I � I � _:� != 2"�, Aol�o 1 `4*0 �C, 9.YEO� 0 I, ; *f ., f"VV4 .XT� -EAr_ I r "top-I'To tc-tw, III, 6* ",c ,�, I I liz, .1 il­�*E.Afilr tr`,1`Xfl1111 �ff*....� . " __1___� ILAI CNIF 1. "M I - 1_I,gIE.,1 1I`Nr,A1,Ai � - - � - - __ - - , /I - ti`�',�, IF xx �Aot L "I" 1" , - , I � L r T . - r— 11 I- * �_-, W-�r .E.Z4,1 I - �!f 11 �!f � I . L. X 0, q) ; I . , I 1/1" � ,�- 1* Fe'. / FCA - -t ." , , , - "_* i W , � i �, . " IF -., , .- .NV i�l , ...... I �. ,c i 0 C0 1,7- IT -_ I , � - . I d,- 4 , -'-LAG 50M 4) -S., 4 I 1�- ; - � .1 a 5* . C Ill, ,_ . - I I I.' %L. IFSA"DpEhrlr.t" � 0 E. t., , C � I I _�, I � I , `­ -2-".. Pv's : I I I � I - ! � SEE ,f!�,, ­.. Ii . - , I � i i �..4_1_ 71 1 -, -1 Ell I Rour HEI I I I . - . � ; ­Z . , ". � A".3, It" ... F& �4t ,r W�j " RFL_ - . I I I � : - I � � . � , I - . : I , 1 - 'r 6 -1� I , -_ . . - E ,,==-� 1, � L , If 5- F . ! S ` � I " - F,�� q111,z) - I. . I I I � I ---q, ` #I." Y.S i .. I - . _R ! --Wl- I, f`.� 1. . I F, ,No '. 0 � . .1 I - - : I , 9 r ") 11 F--, � -_ , I . . .1 I � ,.-.J- , - - I ! I - ! I I I 00G.13 HEADER � -, Of,", ",_ I, ­(i), . I "EQ11-1 I _,L� t -- - I, I - IF 1 �i �az -:frT,A,, -,'z- a L.; 1 � - 1A i : " ! i I - � - C , . I T�j � : I— j) I It I/ -11 HOT[ 1. K C., ! 1 l—, i - -7-T - - -✓- � - ____ I . - - , , ;.-i . i t � I . Z,-. ,,,.'j.. L_C� �, -1 --- I � -7 9/10' W� 1 q.-F, ;0­.- I— I - - I � I,,' ... - UVARAFFIN - M wit. TV I 10 GLASS 710.0,1/u- : ­'l :N-li", 6 I ".1; .V1 Or - 1 ,,, " .1 - -.�-L""-6 , ., cli! I - �T: . -� ff�­rpf,­,11, I - : � _-, I 1-1 �V'_F, INEFIL*- 0 - .. % 2 , A, W'. ; I - Z$ FP "'" .*-. V.1 ' " , I - ­ r - - _Stkl�,"�_ I i I � I , �.. - ' I I il­. �0.31 1C �,.&, . , 'i / ** '""", I - I ", , � 4, r " , . . . "W. - r ' '; 'L .". , Tlq*.41'r _� � � 2�;-­.,�` - __L1 i t: 45, � 44 I . --k- - 1,tua - /4 . IN- _f'S - , . : - " � � E� Clf_-.� w QASS . � - -, I 1' I 1 I LV.Pl XA'kr,.Or i I r I , 1 ,!� t - / I I f . 44 i I A_ I I , , . � � _1 ,i , � " � : . I V L l . I �� f li I . I - : ; I j � ; - tiftL,: �! � . I § I I I . 7 1 . . i': f f . 1 1 . -i-I & :1 " � 1. � . j . 1. 11* I . . " I , f : ; i t� - �- I— - I.-` I . �___. 1 ;7� 1 � . I I/. ­,'?.1-", . 5 I = � - I/"*-, , , , , "' , , "A ` I 11 - I i : I s,'- -,�, 1 4 __T 1 � I I z%b,, f I . P ; 4 .: y , 11 it 2 ' I 1! I � - I �_ � "FkG1 I .�, I IS ,.��_, � I - I I . : . S -i - L, , i - -, : - _,__� I k]j - - - � I . ; I � - " - , I - � - . S.- _� �! . , - Y 11 I , I I- ­ I , — .... I , - ; � � u��.,,;-,,z�,-,P� Lt- � L_` I I L .1 -1 �A .; ,, __ i I I t 4 .- - 1:�� C I - i I , .14 .." �, - ) , PLI-! 0 - I 11 � :. "I IF � I . .T, I _140FAUD, -_ .. - Zj � &M j­-1— q , i I ; �1./', " � I . , - - - - , ff/ " 'A ­�i — . 11-10-0 I 2 1 �2* (� I I , , , � I. "N'l. ,- ol3,4, � \ ;•I I e� , I I- - - r ,- I "o , fkco� , N = , _- � I 0 1, P1. C At I ­'­_,­�,i I".* .5 __ -, - 0 "' ___L_ R. � J��, W % j , -,.- � Ricuwfo - .. 94011 ` RUCWI I .1wrl', `� NiATIE �- ­44N ��` 11 - h��_ 10 " ..'.. I' - i I I N , sr'.� - 4 �, Is,:-V IAWI�1� �_' .1 5�1_,I`1�1*`: I OfIr - 1 4M I � ,,�,rw,I.�, 4-T, - %"�,' w I X4 w 2`10 IF �7 0 , � E. \ 4L",E� ICQ: ft --.---, II -.--- I -, . �Iftm - -�� , - - � .,. _�, �K-H,s a W o C ., I I"If L� SCRIL-A" 0 15'.!`.V 6i I � 1 %, a \ - - - 1, - ' ' "' - - '�E"P -4 FH7"T;1- ,� ,;. - I ,,, - tl,PIFF�AD -S ,NA" - - ­ 1�� ILOP 1� INII�P!i� ALTERNATIVE 2" 1 1' " RaF i . .VFP31N Uf F"It , - ILA' M YiI CE" — - -,•..* .XAfX­ "A, 0. 5. t_ F INEAUATION V_kE I,,'.-- i L ,�� . 9 i � -7— � I .__ "-- __�_ ALTERNATIVE I ­W BUILD-OUTMOUNTINGI 7"A 1,­*-" I I I - — I LAI'll fNIT- �- INSTALLATION _ �� hal" I wa&UAIM ALTERNAIVE,.4"W � i . I 1zI_IC.% WE ,�,., . L�� �_._-_. C.&I "A.11 11.1. 81-O'KA. AFTI, ,��L �- . I I ,,1011-i- ... 0, - - "tt -,. .06 C', - 75 3 "I ANI) t'ANILL'S UPXV� UP tE �'- �C' - " , " � , A_T1_VL_rx -,:' -,%�k�-.,� 11t,*jUW � I F � . � . 'Am , � ". - � tUP HEW WC,r IFIAMI CC.211I1xTx`H R%xi I"(10,M)IM. '0 of ,,.E_ .11 4, --.-- - ', ....0 , ;-A- � , . , I-L Na2 *I' SPECIFIC DFUW" 3F 051, M fOIAL I a . WF -:? � - , � ; �/ , � I - III4 .•,�p , 1yi . . � - _N� .- I E - . , FLORIDA BUiLDING CODE ,tHigh Voi"ijy Hwrizcf.. Zone) � . NJXL I z 140 4, 157 � t � �­Vi : m�l 1!1_`�_z ; - -1 - - , - E C-44,vANIZED STEEL STORM PANEL : * = PM - NNr ft ^xc%l� FrA, ,51, , 10, " I T 2. G7 - = � * z .. Si " ,� Pu - F1CVF�dt*r. A I I 1 . i V_ All TO IFACKS 0 = 0', - HEAZ : � ., jV ok . T - - - — I — � 1. x FT •� . i=, If '�S IRF-,111K. 7HIf - `T�"Afc i � - - __ - � � S;A7, f)F, �,4!;*Iqw­_Z�' -­ _ , - \ GLOBAL PR ��,cw � , , -- - -1 OTECTION PRODUCTS, LLC. f"?W2 - Hr2�_ZZXbbiAL012f Sil ALMNATIYL IQE HF&Qr WOOD ��-, •, ,It�,p I')- .11.E-) I IL I E C O.., , �,_kl;l � 5. VfFIVE, * : "', S. - ­ - I �/, I- Ticti �G. r1.C-FrlFlI,o C-1-i W120-176 _� � �� r, ""'. 1 ,.- - , �, - . - - __ . ,,,, -14 fi,IWXMF,-�* 1. I— .-­ J�a ,, 'I ILI'I'�� C�� _Y � ��­Ll 'I - " UN F L ' f-' ' - I I ,__ - _... - -.t".1- lc.t v`,_ . I- ........ . . - I'll IIHI,001�� C,I-1�1*r�� -I -.� IA- w 'A� I .,,_ �_ - i - I �­ifir. -- " �_� vl�� �_,,�-K�,.,x - " — _0 I I-1 11 11 -1 __ �R_Q I I . - . "I' - i;ll . re . - .- - __. I --.--- MMMUM A.S.D. DESIGN PR SURE MAXIMUM SINGLE PANEL LEHGIH - ______ - . 2/4 f* . — ___ _b_1/4L 3/4, 4/5, 5/5 & 6/5 - P-1W/G. 2W/6, 3W/7 & 4W/7 1 ­ RATING Qa&LV_2ft9M %- ,SCHEDULE ONLY FOR REGULAR STORM : PANELS INSIALIFIATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD MICHORS (SEE 5CHVDULL ON (t) X_ I 3' MFAX_ -` : 11�9-_10*111 I- - - _'. .114 j : 31 4QLL_JAKLS f 1) LINRINFRAIIIIIIIIIED aINGLE-FAKLI I" - __ __ __ ___ - ' - . " ____ - .-- - a I I AT T_Q?QR.Wnft Eta -Wj-Ij_jMC-K3­�)­f_--f"-'jA 28 - - ; -I­­4 O.M �._. --- � - _D 4 I . (�). (�) I - - , __ ' - I 1 ." � WITH--mr -Los j IS D1AU_LWVhT0 At EAf_-__LI,QS` ,2 : - . ­ - 1__1\ e_,L-, I . _ - - _- - - -­ - _-_ 7 I— - -----7-­-� -_I: MAXIMUM PANEL LENGTH . L+_ OR %-" (ft) 0 M"ww As 3 DES" PRLSSURE Ft"W', COACSIfTJ & *1:01) .P.LLATKWS t ,P . t ) I. ., -) , - - - ___ __ LF A_ - mo ?2,-C, 4_,. 121-0, - le-k - ___ 250 ­ 0__ w-e­ Fer-g- __ Joe - rDlF,0.' ,,,-a, _ � ___ .50 9 6, - - - WIT - -8-1. -,so 8, /, I 1300 41,_ J, _0_0- 7 7- - *5 0 0-0, 7,-., - - - � .740 - - - 7`0, . - ,-,. - fl�_Fo. __ ;;,O 7, -;. ­ - _ - Sao -- 7'.2--- d_;�; . - - - !A_O, - 7'-4.' d �_... - - Nov - '- -L - --L-"- -.- . , , 6 -P, . _ A-` 0-0 tf�- j7 6 __'. - 1000 11-1. _V_ 5 -'I' L - Ifto - 61-J. $_V` __ ___ 1100 - - - 3-e -_ . - If-, 0__ ­_ 11 I L--.-. - - . - -- ­_ -1 _11, .- I - I I " IF __1 - 5-5, MAXIMUM PANEL LENGTH "L-1 . OR "L-" (ft.) 9 N"VUR, 5 10 DESIQ -SSURI IW PRESSURE _ CONClirt 4 wooz, 061A,LAICNS t --- L+ [—I- - - - XCI 14'-4' t34_0, - - 25 0 - - --- , ;, .- .o. w-?- _ - jV. 0 ff�d, FO'- 71 - - - "go o'-d' -!L!:--- 0'-i'- . - - - e - - - -- - IV-,. v--r _ . 30.0 &'-7* - 0'-2' -_ sm -6 a" -J, ;`_91- - goo J`_'_0` 7-3, - - , I - 65-C - . ,.-,. - ?.-,. - 'I-,.- - � --l_,:_ - --vo 7j - -'-'- !� 0 --"'-- !..2- ty.-e- -- ­- 80.0 - ,._'D�L 4: _7 - - - 7-0- - ­ - Ij' - - --no - - ... - - ,- - - - 95a.. - `_ - I'. P'I, I _�!:- 6 _J. - . - loco - - ' - - " - L - --- ' - 6- , - _!�O. '10c - 1 - ____ - ­ .0 - i - - i__ -'--- ,�,,ii. -CFARATICIN to GLASS SCHCAJILI qpgo SPt-" 4 17U ­V , I WRIP SPEED F 170 - o ,, .U." 'WEI I.CNGTW :_ __ I.) EF.qESTPjPHF_V : PLPrX1AAWEV 1UNAIESIRNMEO ! QE!'rUkZD -10 04 L13,5 5' I A I/.- �Ij_- ­ _____ 10 90 , --I------- I- . . , - A 1/7* 1 1/2' -_ __ --- A - - 11 - 7 :1k, 7 7/�' I ,go ft, '4S _ -.- _ __ ','� 75 '04 __ -1 __ - - - __ - - ___ I . .1 I' - - - T/2' I I 1_�y 01 ql�) I I I I I i � i - I . I 1� � I � � ! . t . . I I . . . � . I I � I � . � i I , L I I Y j I 1 . I . . . . . - . ! � � . I � - - - I W � I I . + _-� - - . - q _. , - . - - I *40" 1 .1 I LINBOtTID PANELS . , ealtv -AN(LS AII'V44-20.1, � (SEE SECTIONS AS 5 S IF, 5 BOLT W/ 4j 0 EA OVERLAP . AIN'trAffix ) (SEE S11TIONIS AS APPLICAME) � - I + I �- I i I I � I ! . I � I ­ I . I I � � - - . -- I -- - . I � I L - a to . - - IMA,, ,- !7��_ 16T.M.&, � a * - =..:.- - - _V.J ! , - 3 - - - I. �* 2/4 11�114, 3/4, 4,'5. 5/5 If 6/5 MIN _*1111`16, 2W/6, 3W,f7 & 4W/7 - AN,.jRS (Sit IICtlELW ON 5),ECT'F 9, 10 &II) - - PANELREULa►R STORM J -IELEVATIQN ,,,,. IV_ GAP '"?, NIs, -7 �-N CIVA.AF, .1 "�!ILXE "R.I.Efl I /.1 - � CAP I __ 1 '� I SECTION A -A 11 — �N, T 5 — 1 i *OM: G(.) L, MAXIM141 4,1016MILL PAWL LENGTH FOR - ZWO,I "I'd &S0 OCS4N tGAD I L- NA/ ALLOWASU IANCE LZNGT+ 1UF!+ A L-JVTN .fGA114 .SO DESIGN LCAO I21 PROCEDURE TO DFTUsANE MAXAN.W PANEL LEFICTN� I GNEN A POSITIVE AS) DE`$Qti "At XTtA.F&E M^AIMU. PANG. J,NM 'L.' V1fC,U 5CHEDILF-I INEN A NEIA' I &SQ DES" 'Wi DrEAMP"'TiW.W'. PANEL VE-g`H .(` CV'V � �Cil'"" ! IL IIIIIA AjtCjFA&± PAWJ LENGTH I$ EA04 TO TMINFAIM 5ETEftfHXV PANEL LENCTH STWf% %' , FND 'L- *L I I ", SET s'!"r4fAl oflr" CIA - -Nr� LXFAT-� ION P'N09T, Cour-:11IO, I— I - __..____j ! M110) �_F_s, 1_1,ZZ_1 'I I I LJ�T,l fI_% . I STr, *,`t. *,f ''AT11, TO , At .. I MAX Aso or" PRESS w,�� - _V" ­.. -1­10L�� i - -M _�ffiffT2TLQQNQrn0 -'- , _�7_7_ I o-D-w, 7()A.�� ASO XISIGHLONDS& MAX PAFIFL LrW7 __ . . . � , ��', I �* 1 '. I -,- ti�. � ,0,��;!J!.�.�Al __ " , S%tj I AIX - IRA. 11 . , �!j� 1, 1, ­_�'FD .." -- EADta • 't-EAR : ANGLE � 14A� t. I ."So, I ."PUL -- . ., r, !f] BOTTOM __ , I V :. Ns,:--.:p�,, FLORIDA BUILDING CODE (Nor Higb Velocity Hurricane Zone im I �� � .. . - 1 LXRfC1 ,001UNT I lk�_ _,� 5t, � W 5c, . - '. � ,� _Xlu�l w - ... - 4e- 31., 1 - � , - ... - _ . - - � : -. 7. 1 24 GAGE GALVANIZED STEEL STORM PANEL 1.�,' . (j) , 1_5�xl _5*_ - - - - - - _36" -1 _22' - '___2_2_,__ - __ - .- ___ STUD "GILL 32� 1 '�' 1 �. III, -7�- --- - - ------ --+ ____ - -, - - ___�!�_" � __ c7i2f,11w : . ­ , ,5. , . � � _� 1 _;� . , TA IF 0, '. .'--- ': * ____­;r71_ -- GLOBAL > , GLOBAL PROTECTION PRODUCTS, LLC. D" . � TH44. 1 32' 3, `,� 67+ 6c, �c I -,L,- . � 11LIE C 0 Inc , - ---,---- L- --.---- _____­ .:---- - - _ -i _____._ ____ _., �� ,. "OR11)) .,,It � -.1 -_� -I,0P s. 51 � - ;; � TES L! SO 3- ,_ -, w , . 56- _F_ , I .-'I�; ,4-��.,� TwUr, wino a rZificislao IPFP . DIME. R 133'. i i�- 9.k� _ G�'. TRA"' 'HIC , , , , , - , - __ __ - " �*;�: - _,., — - . I.. .,--" - 20-175 - - __kj - Iff-TIF-00F __ - I � .--- ..r_ �. _ ' =1 I .,,I�ln . - TKF­ .. "KII-1-1 " ;-o", (0fH"__1J` - i`4")4ft_.n, OFINNIFF"K, IV '11P . A, ,mc c,osu"Es 5o* 1 5 2' 12- 38- � 60' 56' ! - -- — , � lz�, `1 I - - i — i - , . I — I - .1, - V.­PWlHF " --- 11 I HHXMRvTW�/vGN,HwFt.'w,T `ALT�l I 1I.I., A. " I - IT17, 3 � .# I - ___ ___ _ __ - — P,CAt> I„ S .I., ; -1 I — — ___ -------...- ­­­ ----- ---- ____ ._ __ __ - ___ _____ ----------- _- - SIALLA ­_ Pdk 114 b � 4 _�_ETA:11L�_ REGULAR PANEL 1 i - INTO, WOOD. STRUCTURES : 11 00, r____1___`F - I I L _ - - - SEPARATION I : � Ili i I I � — .. ; I :_ TO GLASS. -I I - I . . Csnt ScHimia ON I :��': ,/.,_.�,- I (SEE SCHEDULE I ON SHEE7.1 3) if ,D�,�','A,;-, I ! ; t­ - - ---I SW_J7I I 1) I I r_ ­ , 54V IF FT - _� . I L, , , T I , ; ,,ut - FfFNcL , uNc,W, P,tfF r-n I . . I I � , - __ I , I ") I I I I : I IL . wo� I I FALN'-cp , � I � .2_-) WOOD ."Clioils - I _1 -_ , I I Wi�e I I Ii =_� I I I PANEL LENGTH (ME SCHEDULE IP! I R-OUT I , � ,/4- (SEE SCHEDU1_1 ON -7 $HFF I 1) I I , � M:EQ: I " I __1 - IF, - ! ! 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Sr M., I : ,�_" `MLL (14,40 CIO C"o PQ-R) . x - 0 0 otsrma -`A-"1-77"`-,"­.& 11 1�1, I .. j '11�1 I /-- _ _ "WHOwk •, �j /­\ / "I...x, as an - NAM, ITT / WKPA".A:P tb`kO �.:. �Ij� - I /I 0� IVA �=', / 1, , I I,� SCALE 1/4*-I' , W000, A LMOA 0 - .-- V�O FOR DIRECT MOUNT OdITAILIATi0ft ONLY & A f1p.•- � X , ',.--/ ­/ oft*r A, 47' �)CERIsi,-."� 11L CM.110 PANEL OWA"TON AT W&LS W/ / LEVEL VAJTATOVS V,V 3/4' 44167 : - - SUSURFACEWIT f : No. I.. j : *; 1 � * : III, - FLORIDA WILDING CODE (Mon We. Velocity Kv can$ Zone) - I I - . L'0 ME I .(FlAtd CASE E (P ... Q*r TILTM W, 24 GAGE GALVANIZED STEEL STORM PANEL 04- "40F)%)1",, SCALE 1/4'- I' SCALE 1/4*�I* , '. i ­_­­- I'll '. - . .1 � - ­ ", - ' ffni/an ", � IILIECO..c \ GLOBAL PROTECTION PRODUCTS, I.W. box -�� ,,,, \ �m ,,,'.­­. ,- . . CHIMINUIEN1010 COMPAW ARM) SW 11 11101531 - -�,- L.i;-re� — " 'A'" b.a. n_ M'. �. , ASIA A. JM,T - - AN. � 20-115 1 - O"IM.- - Own— "ItIAIC W-)@"- 7S•6- IAA tfu)00.70, ovwc. PC 7.AL/VGftV~AMID nA_4001116 — I __; — I - ID A ULI A. .1 - . , r-.,- DW, a V 'a I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING HEDUIF FOR REGULAR STORM F-AbIEL J_'- INSTALLATIONS INIQ WQQD STRUCTURE (VALtO ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES I W THRU 4VIT ON SHEETS 6 & 7) MAk AS. D. MAXIMILIM ANCHORS SPAC04G FOR E 0 - AS SAO" ON SHIX'S 5 Ar 7 - APIAE�" WAX.AAR DESIGN PRESSURE ALTEAIMTVVE� j 4, AW PANEL LENCF, It, ____ - RATING TAPCON LAG SCIRM PANELMATE ITEMALL 0 PANELMATE PLUS WOOD BUSIANG I COM9103" ('i, I t or THEM It% I 13- 13" !S* 13''a I . 1W (TM 13, 13, I/ '-- F - _6 VV - 6 1/2' 2W (TOP)-. - G 1/2' - ____ - - - - ___111_�_,�47­ " 12 1/2- - 6 ,/., 5'-U* ___ 2- JINCITT'i - a . - a. - . - I V __ 8�__ - - 3W DOP) Got .... 5 - 8 - 9 . - Ili - - V - JiN (swam) 13, 1S* III 13* 15o " OVA) I -.1, -45 . 13" - IS- --- I IT - - I . W - - 13, 40 (eOrrow) - OR LESS - ,3 - I" !-3' . 13 d I/;. 1% ('13P) - _. — - — - - - - - — - 6 ,/2* 20 froPi b 1/2- 6 V2, - i 1/7- __­11r 6 I,,- - - 21PRCTI '.� � ;;O' 4 112- 4. � - 6 I ii;w -1/4 _,�_V_12� ___ - - - 3w (TOO) 14'-4' - -_ . Ile - ______ . 7' _.. _ - i� __ - -A' ii-fino- wi - — - 4 1/2- .-.---- - 10 1/2- - -'- 2�_ - - I"7-- 40 ITIOPI _ 9 T1r _ _ e 1/2- -_ 41' (9DITITIM) . _­ . ". - - . is' _.. _1 _ . ,3, __ _ 13' I A - SEE TAME #1 FOR WX A.S.O. DESIGN LOAM & MAX PANEL LDGT14S WW-N WACER �� uso, CORRESPONOINc owy To ALTERNATE 2W ON SHEET 6 M" A.15.0. WI AM Akt+cps SPACftG FOR E.D. - AS SHOWN ON SHEETS a A, 7 APPLPCA&[ MA,,IMUM MCI" .QESSUKE TO ALTERIVAIP'n PAREL I.FMCUT! - RAW tAKON LAG SCREW PARELVATE 1POTEIVATE *ETOO EA.xsH"G U'r, , -C (PA., ) I'VIA411 IT) PLUS , OF "HEW (of ; - - $3 1 i2: - _______ It (* "`­�!� ---., - - I3 .�i W � , 3�. I "�7 - ­ , __ ___ - - - __ 6 112 . __ -•- - 6 ,/.- - - - __ - 6 1/2' __ _ __­ 6 ,/7---- ­Y_ --.-. 5 1/2. 2e crop) - - - - 1 — _ - 6 1/4 . I �1. I 2 A S I/A- _ 2V jil�ll.) V-0 T , , - * 2' "' V* 8' . - -_ - 34 (Top) OR LESS � 1, �. __ IT '.. 4. it. - - - - WiRwriOt, - - ii I. L, - ' L ­ Ij- _ - >.45, - )i - - - ". . I �- I �t, 13, Ai (Wrrcw� . TO -75. -n ___ 13 f 11' 1,3. - to, - - H, (TOP) — )3 t ". . . , _r IS- 6 ,!A- H, (WC Olt) - - i 1,2 -, - - 6 1/2' __ __ __ 6 ,,r2, A -n. - .- 6 1/2' 21F Clow -1 . __ __ 6, 1/4- - 12 - - . I- /2' - - _ 6 '/.- 211 - 'Slo-o" __ ,- - ..- I -- 4 1,11 _­­­ 1. 7 112, , , :/2, - ,__2T_:1 5* (Top) , I _5• ____ , 5 _-, ---,---- . 21`� - 5- ,/. se #--.- A' _- - . !�19!?T!0") - :3 .--. _ %3' - 5 T/r2 4W - {TOP) CIP) -_ 13 - 12,-. __ I 13 1j, ". ". I To' " (BOTTOM) I I A SEE TABLE 11 FOR VAX A.SO, DESIGN LDAIDS & VAX PAWL LENGTHS WHEN SPACER IS L__:��CORRESPONWC ONLY TO ALTERNATE 2W ON 94M 6 IN&&-ji - A - k&D. OE" LOAD MOVINUM PANE1. LENGTH - 40 PSF OR LESS W-8, - > 40 PSF TO 50 PSF g'-2' ilT 50 PSF TO 60 PSF , V-10, I A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ =,iAAT,1E rLE 0 OR PANEL MATE Pt US AW_ W Sto l *A, 1/2- O-C. I . III, I tii ,iT ........ !Q ' ,,,7 ✓ .._'' Eli '... . - - .... . *� - � 44167 2 - E* , * ., * a 1. Alt OF . ..,, ot, � . . oql , '. —1 , � .., I , , FLORIDA BUILDING CODE (Non 01119h Velocity Nuwivtw-t Zone) — ow" ft,u^ NO 24 GAGE GALVANIZED STEEL STORM PANEL , LAAMVrpW ' 'L r 11 GLOBAL PROTECTION PRODUCTS, LLC. - A I/r,'"" ILIEZ0Z , "" S. 51 STIOR, PAWL F, W" MIL - ~ . IT . . 20-175 rNM AT- - RAN--- xn-tl.4 14, 1040410-111". .04 " - - " ", ___ I- Q. -- -�— P=__=::i _40� � , - n= , �- ;;;-,-, ; gum" 01 - - ,V:I -, . , INSTALLATION QUAILS EQR__LlfE SA 2-ANEL I INTO POURED QONCRETE QR_CQAQ8EjE BLOCK STRUCTURES 1/4-0 TAPCON I /A'. 'A" _9=0.14" ANCHM 0 Q* O-C �.R"`o AK-09 0 9 0 C I , CONCRETE BLOCK . ? 1 CONCRETIF SLOC.* � REQUO" I . REOUNKI) I . It - .. 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I im � I I ­LIJ - - I . 1/4.0 PAMELAIM PWS ANCITIOR * 12 112" OX set arm i5 a is AM mc-M rift 'k V,MPW 'm 06TALMANI WO VRI FRANC SASIM W"MOM MWIP" SPACIAM A40 ~* Ima DGTAMfV` ARE 210tCAMED 04 THIS SCAIIEDIA IM Co LW IIIAN .011o"M am I1C.mo ft&," ANCHOR 6P.C.4 ft 464.11PLYSIG st"Aam 9400 CIA, SCHEDULE III IK VOLLOOM PACIPK MR THS &HOATION TO K 1AMULk, KINAMA, SPACtiC WAINITO AING IIACTOR 544L NOT K LESS THAH MWAAJM SPACM WAGGED FOR FACH MOW0 rnAE ON INS soterlIkkiI, 14e. Ile. ANOM me 1,000, I - M" P"= I - I .- ---. 3 I -ee".0.0 VACUA, I%j "Awt—otem, 7.;;W-0.t—, I IWA-ft*_ ��.�'jZ-­­�­- ... i';W_ AM" in amismilt " NAM - __ I 11. .A - - - , ,IF.I3. I :A, W . AO 3 1/2' . - " I I I I f a EWA ts r. PiNn,wx , SECTIONR-31l ANCHORr,A2 WM" }TALLMOUNTINGS SCALE 310-, .......... -, F , ;,\cm--Tt�10� .., orl�\� % 4 "' 1, , .. I. I . L1. 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R-20/13. III I WIN —.71 17o 1 .1 �Y_ 1-11, - I I _* i R-11AW/15. R-2AVI/15, R-3AW/16. R-18111?/15, R-29111I R-38NIIS. - - AMC -ORS fSa SECT1045 4 AL-ERTVAOIVES ON S,,CILI '1. r-, 15 &167 ,/A. " CAP - LIFESAFETYSTORM PANEL ' 1,; EL VATIQN (t) - - I SCALf 1/4". IT - I' � REIUIAR 2 6v., . I , no_.LAP . .. STORM PANEL On, 04!W - vtw vAiiiiv) - sTOPM PANEL I -1 - '"."..." , - - � A R - __ - .. .. ---- ------- --------- ��W --- L�oe - � -7. ' - I �- --' - __ //. b, _ " t - - klii�" -� 1, I a ,jI �, q;y ...... ;. , 1, , I ;T r " N� 4 5�- ' L -4 � - I _­"T,, o- K* - - " � , , - � , S. .. , L' Z I � __At � I - -- ;: - I . I ---. . - � - � - . .- . __ , - - - - -- ­�­ . - - - __ __ _____ , 7�%=�.Aff-744(t"­�­1�z� --- Z,* � 7 _- . -01 z . I LIFE SAFM PANE, = � = . S:,. *, _: III, z FLORIDA BUILDING CODE (Non W-gh Velocity OturrIcane Zone) 1 �,, ORID . . NO � r A , , 24 GAGE GALVANIZED Mt STORM PANEL ' , EMEM 's ' I ORAMI - T \1 G MTECTION PRODUCTS. LLD. 0""- 7IILIECO..c ,..r - -1 \ �-IL 5ECTION A -A I I Tk,�� IMIMAG & EN CIERING COMPANY .01, S. IT SITATI I OA,41. R 1331� _*7 1AA,_­ AA, OPI--l.". � 9"IM-11.l 1. '2�"_Inj 1 20-175 SCALE '/A'- IT I 7111�./__ ___ A. - — � ".. , __ __ __- —_ * � _.�_ . - - CA_�004114` � I - I I - 1 A' -%A I Ita. Y. . E • PC 1t1V.,VOAM1I 1. - I A , - d=H�4 - .- [--.-.--..-----.---------.---.----------•------- ___J ___ I 11� - , -It, P.:17-r J� , % � ---I-,----- - -------- i i - ------ - ­­__-,---- INaTALLATION Q TAILS F R LIFE SAFETY PANEL 'I-1 1 I I I - . INTO WOOD STRUCTURES . ­ . - � i E `___ - - -1 I : 4 I �_ ___-_­ 1 , --I-- ­­ _-T , I I, - - - ------- ­ i HF-01"? i 0013 "FADE" -, i _EOvEIREC I ! �. miI' HEATER , � I Iwo 1AL"C" � - � . RTO�wa, P I � ; A�,­, - ""4 i i - hr ­ ] � r­', , I i_ - �, - . _ /.*# T_ /4'0 1 pcf�, 1. 111111TO, � IT �_-____ " /,-. TAPCCAI 1 ___ 4.'T� � - I I t Aw.,Ioe 0 v o -1 I I Oct -OR 0 0, 0 C i � I ­. � � Amc-OP to V 0 L -1,1--.0111. 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S i %M.1*0 , ; � I , -2-1�1� 1 EA A, EATS / � " .j � i - 4,IA, " I Fx.*-iN A 1, � � I Amm `tAk Hem GLASS �� ; I - : 4 I ." 4 "I I i 1 ; I 10� PA. r I - 0 . � Is I. I � -A� i I I, I , ij� uAl, e-1r) I I 1 T i 'I L ... # I -I.- MAY I d i ,iT - L I A ,. 111i I ! I �, I A i P­1� 'Em �. tj .!- ` ; " I 1, MR, " - 1, P . I ,- 'AWL LENCT" -. . - � W., . I I PANEL I.E.CTn 11 I ( / � � �Sff C.-EvOIC" I � I , _! o 0 1 1 1 � 4 (!IT AT, 1 tf , ,�dv lo . , , - - -1, EL, 2� - -4 I t PANE! LEW� I -1 I .1 (SEE ELEIATM 01 SI'M :1) I " ­3 I�. I-, " - 0 SHEET 1, 4 1 : ON 12) 11 ! I A N I* W,T� 4 - I �; ON S.Cr TV 11 I 1 I � ! . ; I � I - � C !, M;, t- I ::10 1: ,. " IV- SIEPAR�r`004 a 70 GIASS, I ; IT, �� I) 0 __� I : - I , " I 41 I N - , I , (I I , I SOPARAT& rI �O CLASS I t,f - " *-- StPAAA-,,ON -1 I o _ I 4 11 , :3; ; I - I, ,'*. r - I � : 11 I I,- GLASS � : C- I t A a . I I t li`_ st"APATIC" -1 TO! : i � - �_, - - L 11 : 11 - ; t 11 �, I @ - . ____ l, , I 9 �/.- , I . 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NF'JV'.DEJ A; IPLAI, HAND,.E TO fACU .TATE-,oAL�ATFjN Ir wrL-4DL,, BE INSTA1.r-E�I FROM INS,DE OF £TRL'C"IUFrE S1h (') rJLE1E�1,[QN 6E c RIES 2W E-Z rWve S-ORM PANEL SYST€V ..C1NilST1N .,T TAMEL 4 C0m TRACICE : ?P & 90`70M END PANELS SIPILL ALWAYS RE CCNNNE F "O BLTTOV TRACE 0T•4[FAESE A tTnn RA.R (j) SFw K ''PR IALIED Ad � TOP Or ',, ., PANEL'S '.) N FNh PANELS ARE CONNE11FL .IAA - 90r--IRA". ccimN'r-ttit, SHAL L WS.51 _C 1/4 P 0 3/r M A/ ''8'9J/3?' '11I NLI CriO 1/4 A f4 Mn t UNAE$C3EW INTO TAPPED BGt IOU TRACA. L()EAIION ir ASTENcPS NAT €IF Af EnNEP 01 'WOEATEPOP ^,AT 7iANCES Of END PANEL (4: IN LAs- -'AT ir?*D PANIIS ARE NII =,N:ECTLO 10 8011`010 ''.. TRACN Z-e A + fjf W 15 )NLY ,}$EG A- rr') AT LEAS ,� PIWE' S ShAL PF C'ONNECEt f EiOnf'V TRACK USING SPrr'_ INI ON NOTE *3 QCV :N SUS r� . C"%NAECTION .., VANFL5 Tti 9"-"7M TPAf-A MAr i CKCJII` A. Ar{* H44EL LOIL;AW':J t rN'S7A1 A, ,,e _ r'rllt wif'o SEE.LQ °.I- ,,L o :; A, a' ,2%,�. ,`fir?,1"Tld ;r`A,A j/ h«�"E° 1-.-IP' FLOR&EPA 8UILONG CODE 4N4r, NI h tielocl! Hvrlcyre Zane EEr911 �rv11'- -F__ . .'+d� rv91 11. EN(3INEERINE3 EXPRESSx PRODUCT EVALUATION REPORT eor Mar 15 Sv1s t 7020 Applrcaiton Number. 17 - 1 - R2 EX Project Number 2031543 Prodwict Manutaduref Al+Arcencan SthRlers and Glass Manul'ictui or Address I W Donna Road West Patin Beads FL 33409 Pr---A1Jct Name b Description 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: Tt Product Evaruatiorl Ret3dn 1s being issued In accordance with the requnernerils of the Florida Department DI Business and Professional Regulation (Honda Building Commssslon) Rule Chapler 65G20.3 005 F A C for shilewde acceptance per EYtethod Tide The product noted above has Dann I how compliance with the Florida Bultdl Tested aTldfo evaluated as summarized hereino s rltpl rig Code Seventh Edition (2020) and is fol the purpose Intendsat least equivaieta to that re•3rs'ed by Ilse Gode r Re-evaivadon of This product shall INN required fallowing pefinerd Fbrda ShiftingShiftingC'Codehrrxl9iicrat n n' s c r revisions Substantiating Data: PRODUCT EV ALUATION DOCUMENTS EX drawing M20, 31543 taNed -249a Galvanized Steel 'Storm Panels (HVHZ A Non-HVHZ) sheets I.5 prepared try Engineering Express. signed 8 soared by F,aNE Bennardo. P E is an integral pair of this Evaluation Report . TEST REPORTS Undiam static shucfurat aecfurmanse has Been tested As accoldance with TAS 202 test standards Pat lest repod(sr 06T•ASG 17-001 by BlacF.watet Testing Inc Large missile NIVact res,slance and cyclic loading perfORPEUXe has been Iestfd in aecOnthai With TAS 201 and TAS 203lost standards pit, test (epon(s) OBT-ASG- 1 7-001 by Btackwater Testing Inc . STRUCTURAL ENGINEERING CALCULATION Struc'lural ongswaarulg La ulehons have been prep& t I ,Tat=.=FII ewaluale the product based on comparative, ands Iationai aha"y IS to quohN the Innown ng dvsi+Sn coilwxwa I Matwnurn, Allowable Spares 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing _- TED SW 12-" AVENUE SUITE 106, DEERAtEta BEACH, FLORIDA )1442 - (D54) 354.0660 11866) 396.9999 TE.Ho ENGt"i kthGE 1PRes S. CON ERGirsErt Al NG E•C A C.s 5 CON r»-+ v,F Nu t INS, r N Trc as J P: s ul a/+� ,(.11% ♦Y"I^W r-: N " .:•.•. ,'M I N t . a'. ''pIller - /ggFAC 4416T Z * - * -_ STATE 0 All IPA i- -'><f ti J ... t;0 3`:' .x:b T< m 11. - . \\ �� E C 0 1R1c 24 GAGE GALVANIZED STER STOPM PANEL GLOBAL PROTECTION PRODUCTS, LLC. .e06 R a I, Si11FT' R.�. T A11,. ACHL s•PeE-T5.1 ,o i "AIN CIO, F v "" 'T 20-175 w *oars a ••MT ]1w x w w aura. a.R.rA A a,s ..... m•.o ....IAah u'-.n• F (-,IG1NEE("9lN!_:i Paue'_ c1(- A I AmrnLan Shutters amil Glass - 24ga GakatnzW Stn•I Sturm Panels N•, 33% Increase in allowaDte stress has been used Nt the design of this product S parabon Isom glaaincl Is not required to ,nslallatha s outside of wind zone 4 and essential Faullhas Irrl lct Resistance: P r�Je Iwo l Y 't Re,N °st arer.e has been demonstrated as av+denced in previous. IV 4sledl test seporl(s), and IS a, oa,nfell Tor IT It+e engtneenng design of this product Win i Load Resistance Tiis product has fin designed to resist Wind toads as indicated in the span schcdlNe4s) on Inv respective Product Evaivaiiwl Document b e otgineor ng drawing) Instaflatioa TI Es product shall be installed In aloes c:umpshance with Its te%jwfive Product Evaluation Docurnsiol U a os:girseenng dravnng) along with all components noted therein P oduct components shall be of the material specified In that ptodud s respective Product Evaluation D )cumenl (I a engineering drawing) Lim: Cations FL Conditions of Use: U :e of this product shall be in short acroidance wan The respective Product Evaluation Documents it e ne,glrs"ong drawingl) as noted herein A I supporting host structures shah be designed to resist ail superimposed toads and shall be at a inatorial NEted In this product's respective anchor Schedule Host structure conditions which are not accounted ,as in bus product's respecitn a an,:hor schedule sha0 he desigood for on a site-speGFlc basrs by a re(pste:ed p-hrssional engineer A I components which are permanently Installed shall be protected against OOn`QSsOn. contamination Arul Gr r such damage at RN IITTH!S Iw au a9 T is product has been designed for use within and outside the Hlgh Velocity Hurrr+.ane Zone (HVHZ,i R .,'S lafUliv. PE .r!-z--m `- -.--_ ,4 � SI[IPrYrI' .11 F-ank Bernardo, PE ENGINEERING ExPREse = Tt,04644N, I Ctrs Aut11 49w3 1.11 160 SW 12'' AVENUE SUITE 106, DEERFIELO BEACH, FLOPIDA 11442 (954) 354-0660 1 (866) 396'9999 Tt..#FNGIih9ff RINGEx.Rf SS. cam EsictNfEatNGE•PRESS CON M.`r. /`.,,Vl/ J M'^ rev 11 _ ,_.�//411�111:- �_ is ±` �////// ,.ol -mc :.0 . in ' M. Rt, nM H - ,. -T_,,,,�r I �' R z-. Y : ,l ", 1. a; P,dt -+ >ur / ,- , ra: =Sinn: , Y ,'.' :r I, ay.A - *; h. - i.41'.liT H J , q:� ya __ - .-,.-,. a,,. a ..; ',, is a III - -��.-­T� = ♦ 1 t. I 1.4 t ST .1,V 17 it 5• F --- I L� , - I I. j�� T w. - t -2•]a L 1 V - 1' .,P H,tlI - / Mi N< yN P a: V N r-..l'"Lit J__ I r M e--r 1.! +�1.2� LLaIrA 'r- 1 I. =� .+wrr r.ls- s.a .<, nrn -: r N cEara,iArLooR XOLdJi scorn :-.� a TrA , n , T L 11+.Ala_ -'�- N a - +J r IN+AN1 xH Illp .-Val T. l.--ar r t"A" - ,Axa� DHIM r;r.C' {alai .� u 1 K •.M +_ A ( W E AsilN '2� F ­i i � 1.' NP.^ tip ..., ?i,-, Y ti)I1C'p Y n' IG ,, M - n_1V• .1 tMl•� I- < WN..,e - rtr « � T. �- P!+) R' Y:a2I L fTl= <, I 'd Ytr rru,,.TrT1r.i �,e,: P +TAN['--. uuwy«V.t VAaeY R,) Y 'I+, .r'-n -T„Y. f I',,. r r' p, H -T - .ErE JE _ s i' CL i, a^'Lro v'-I ,1 - . ; - _ a T— ,ri i - ­r� *;«airs L" s rc. // .s':* 4 / k -It it's 2: ,­ M. Y,ET J BS Y, G Ii1 I+' '"- F� is Eta[ -uwwS Ira LLD e. ' Y ! �t Beau, •.A y rl ! 11 31 e._ _ t , 0. Via+ �;T., r --cr .CPC - u , -T _N ­_z-ue rs11,W.•., K "..I w.,,u« - 7 i,IN 0pi 0 F a - IUbr° Y, - )) 4 6 P I u 1 A V Al l 144 F a F I . ETV.Cn-� I / -d:Yr:•-E IL, ,-j 0_s-r , Lt AR -10 r F i Ail! t. t H� W -_ T ,T9g9.rFMNrCW w Ri' tar .s.. to •.A s , >- " .. . 'io' u.+uJ v L rr rAtsncr; 3r Evn " 24 3i543 ! cx' EA,g RLTER +B «. / ,_.1"^(f' R ar NAL TORrEr]rOn aaEuk, o?art � _r.m+-- vrnr -r A,, IN TALLATIQN DETAILS FOR .CRIES 2Q00 E-z NAND SjORM PANEL_t INTO POURED CONCRETE. CQNCRETE BLOCK AND WOOD STRUCTURES �..- 1.. E)n5i a. _ POURED . CONCRETE OR 1 1 i'a r1PCOX CONECRI T QWCN A, 4*0 T • t 2" C [ /, REOLNRED - IL ,� �) r-- (t t t!i a -A✓OM - t ' #!,.•- .Lx HEAD TTN 1E'I7OD t ai'ER ' t - //tail' MER XGtp TFK ANC.r4>F- a 12' D C SCNEM FF A' rW,�+l RE0UIEG ? �sCREW ON a' rHEDM ?' � I CODE Or ! �z EDGE t1F I I f t9 .I { 2 ` .- we 1/2: t iJ2' q rw O,Etrza u t t ' r '2' m r.W +.tc N I r 112- P I" Mta ) I , E , f•SEPARAt101.- t ' Mom'. Er,STING N ,d fJlASS i I [ _ Sfre. LA15,t N - 51PAflA1N%a ' 1 _+Sf1B`P GIASa 'n I i I ALIJWNUM Poll GV,J . is TD C1,01 jj$q I Mq��� ALURNtiJu Fri It I (mot RIVET A -( 4 I RMLI i I f 1 LS rOc14 ♦ t g $r I MAY ,..:-so-•- P i r MAX .. 1 3ilit- i . PANFt 'F.^'. - ♦ 4.s iORti • R � ' ( : PANrr r.ENGT« p I I a* fit a I 1 i ,, V' a " ,MA 4 I I I T ' F -' a , arm I I rA'a-2W' iNSEaNurlpN i - a- - SEFARhntb. 1 `ilLPEWCREW 50t t TO CLASS I : a 'D rtA45 { c; V E Ili 1 / A'r 20.2` OF i- 6 r tHJVESCRFW R i 11 e , _77-1 I 7i 11 I ..I _ r t y _ . I /: .`._._J t tom- + I. i- t , Ec «N. .WT. /2' P_ . ! IT 1 /4 ! 'A­�' Ex STING PD.RE:1 ANKH a •;7' %'I �C. F{RyL-ti^C}y DR ^ONCRtTE aLw K REQUIRED WALL MOUNTING sr.MN_Lu - ,,._'- F1f}TFS• - 'x M,N. PANEL LENGTI' I INSTALiAT'ION ARE ONLY VALID FDR MAX. d a Q DESIGN GNA-I a-, 2'_P- P4ESSURE RATING R'I - 40.0 p s I AND 6'-0- MAX PANEL LENGTEI 2. FI)R NEW WOOD FRAME CONSTRUCTION: WD,A LEMBERSE TO BE VotHERN DINE No 2. w/ sDECIFIC DENSITY OF 0.55 OR EOUAL. •, __ 7; --- >-. I J't TAPCcr+ ANCHOR u1;,cc _ a Ia IRCOD PLATE- RICAN EL WALL kOWNTING ALTERNATIVE_ EZLW SCALE 3/8=I. -'y.. It, ,r`,,X,,,,Till a�P�---- EN -''• P s - iLONICFA BUILDING CIJGL Soon Nigh vai0t"hty HV rricOne Zonr 'D' 44T =IT = "�40 .rv'�` . 24 GAGE GALVAWZED STEEL STORM PANEL r P STATE O +F _- F16�1E �,. Pi4c Gl08Ai PROTECTION PRODU DUCTS, LLC. 0110/ am r'T' ^r MlQT,Z,� - LL «a a twl.acaw cov.A«. . I.I, Ih aK,I", „M. .. ,. - _ w+.. t'�' •:,w. �­. 20-t 7$ �1- _felt Sj:!''A1EC\ a� 1XW, r3t1♦ 3.c _ .. s I. pvYAA s>r1 �' 6UAPv aNnP A .yD L- A .AIL: Ewwc NA .• NTIrrnRN _.p,'VPH.i1.T� n m - iRT1 .a or . r ALL AMERICAN SHUTTERS AND GLASS '_._ _.. MAXIMUM ALLOWABLE , ,� �, or � .I t I�; U 1u dory. W � -.. DESIGN PRESSURES: lot F IG - �24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ; 4 la r AS11 ,.TE3) IN DEw.m ,QiEGULE- I r DESIGN NOTES: � a; e - t P,'Fi 'ACT 'l1R ' C h TEV€ AND N€ta R+€ DE9JGN PF(CSS Ea Al.Cicl.Ai€D F& a1 n WIDTH UHUME P - p TECi I 5< M P nl TT SIP 1A E ENGTHE_.I C i SHALL BA C:ETfRN1NED 7 A G - ERE. ., FAN 9PA ' y -dP.. T Ei_ NI r I + N T s A T L AFA E .:riG €NIEERiP+ ill Ac,.L Rc r4CE nz w Try a 1� i,C>" R N" F'AE'.a"aURF ^ I EMEWYs a, 1 YE Nt E"XSEDE REL,yf1 R It,4 Am W VOF- MaNth (CONN-f T.P DCTERMINIF IN A?'C.CROAN Y!t a ti A"�� l �'aD CNa,FT ET? o = TYPE AS RE4 Gr) I}\` L'5D9 9F THE FLORIDA BIALD1N,' I:OI:E SHALL BE LESS THAN „tu ,J '_' SEC7SCN ,CAE� UAL TO THE PCr,MiIE O:L NEGATIVE RESIGN 9 M ,]FTICANAL 1'-29 STITCH aRf,51 1 �APACIT, VAiUE5 LISTED HERP.N FOR AN, 4 591.n WITH WASHER9Q RSSEHBE, AS SHOWR - c & i WINISE 15 PAwTEN!D � OVERLAPS ® f41C1$PAN 015E a I AFPROFTUATESPAN TABLE; GENERAL NOTES: #�� 31 � I THti SPEC IFICNTION MA? SEEN DESIGNED AND SHAu bF I'MILWAIED IN W - L ACCORDANCE Yrinl THE re UIREAIENTS Df TEE FLORIDA Ithl.D NG CORE e W t ` y[ SEVENTH El3anON /20bt'! POR USE INStstE AND OUTSIDE W THE HW12..EA - O Cl r'LAN EA, ) + a till r� t-^ '''`'E7 TAS z01, 202 AND TEST FRuTi>[O L>, ['�GHTR.M-FOR SNP. EMfESTTWTE -. `� w p 1 F .ANR COHF[•YLH TO A- l+DfAL OUIIL WG GORE AHENOHENTS WHICH HA" a Cd APPLY. dE3tGN CRITERIA 9EYCND AS'sTATED 1+f AEnN MAVREQL2R.E LA ADDfI1U NAAYL. SITEF,pEfI1TC SEALED ETdGdH FEfjfrG. r,N. �> ia ram'1 - "2 RO32-t/1%INC REALE IN I1 OVIA6L5£TRESS PAL 1ik& OWED I N THE �18 - I DEMGN GF TH I5 SYSTEM. 1 I '� t. THE AKIP17FCT(ENGLNEEa nF WORD FOR THE MO-Xl, � . -z \ rVrEASMUCTURE WITH WHICH THIS DnIGrd R J%ZDSIIOA W RESPORSRLE -- R:N TXE INTGkin" ALL SUProg7l FG sVRrKts TO yKr- DESIGN VPECH -JI r I / I f, SHALL RE COONcRI ATED BY THE PENNITTING CONTRAf TM ( 11 U i •E.APATE SRE•SP " h'S- [XGasE ur-SHALL OE REED�,, STO W eCTTCM HCNI KI f I I 'r': OR OEE TO OMATE P^ON GEfllCTtOnP aA SPMI_ COMA I �_ -' 1 / I HET+EUI. [OHTY.T THIS EN6T- L Holl AITFRFATE SrAN J1 CULATTOU5A5 {OCW,I TYl•°E Ash , 1 I11 - -1 I'll e RlQUlaFO t� LL ,,. R.E„'Ui 5 _E SYSTEM OI L__o "eR.P .. [N[FiC ANO DQE's HOT PR1]+ , cd x W + rA q 1`- - 14, DRNATT, r, TOR A Snonc ST". FUR SM co"ur,104-s DrTFER[NT F 014 .� ') i, THE cONOVIONS OETAILED HLPfIN, A LICENSED ENsElAtEEOR REGISTERED E3 MIRY 8 AT i c 1wu E r A ITE T M P YKL N- U i KM A: S A PREPARE f 9 S LC tXL".UNF TS t USE H LL FP T cG1UV NClICN LYTTH Tics r.Kar.-vr,[Nr � � � :2 ..' 0. BOTTOM E� r ry � e, RESIGN PflE15URE$ I.S SA ETY FN TIC aNSED CJ4 NEAigjMtlM TESTEL, TYPICAL VERTICAL MOUNT ELEVATION PNLCsuRESDtAF6DRTA3.ssArErrFAcrcR 2, i� 5 ppLL FAS ERs Tt}6E yycM.SRCA•�P sitar ADF'*UaIESS sort N u 1 - ] - ELEVAr,Jh Yr1M EftwISF. ASTRIERs SHALL RE SADRNH-tUTED ON OT}ltRW15E M .rw CORRO5IOa-RESISTANT FtA`TtKW AND 5H ALL COMPLY WITH 'SPECIFICAT1C415 t^ FOR ALUNWNUM£TRIlMRE5-SECT10N 13RYTHEAL'JNTNTA ASSOCIATION, Q LNG.. L A<Y APrOC'ASILE FEDERAL. STATE, ALICYOR LOCAL 07DES L.% � t � 4 TOP NWid1 0 ALL STURH PANrr SHAtc OE TOGA bl'!EL r:0 (114' EI is n - 9 STDRTOREA s SSH S-ME aSE 24GA STEEL V.O.024' _IUAALGu41TY L-, - R TvPE - rc RF 0'DJ � TRAft CTICA I,, G OGAMNUM22C [ SATING MAT 6043l ll Frwai RBI. LL1 _ TRUlT1Ca() 10. ALLOTED 1VMR.151 IOMS SNAtA.BE40i3-Tf AWR:NUN ALLOT. III T NOTED TOM o 9rE4- .i TOP A BOTTOM , PAk3 S MAy t r4f At INTERCHANGED [Ck O A5 iIl'LL Inc OOTTikW . 094tTlON9 0[GTATE PACE[.,4 MAY RE Ndi{,INTED WEATrCN.S„Y ON MGJMT HORUWTAU,YASAPP"1;1 E. .. is crACRME'TE ANCHOTHS NY.1'TEO HEAEIN 6HNLA ab 69"Moto Ttl +Ar - _ 1C01'EN rf NGN^CRA<KED<0 BETE ONLY. INSTALL ALL CRNd_'RETE AACHORS PFF HANr,1FA.-TUAEKS RK JMPWNDATIONS. I. e ta. O, 1�=� 13, THE CONTRN{iOR IU REO11,004 OLF TV 1N:WhTE Or `hQTEt� AIL � 5I 0 ��[; SIMEMBERS FRDR DMMSIMILAR)4AT1s+1A A TO PFPA$6T fLR-IA3YYS1511M 1 $ !` i�� s-6•'6"FRUt T1C6 la, WINEER SEAL AFFIXED HERE .0 VALIDATES STRusi-VIRAL DESWA AS 5g x-+ .-�;_tOCATILW MAY VAII SHOWN ONLY USE 0I THISSPI4IFi[ATION eI (Y]a'rRAI[Tot-.l P. �a7 H Im Y HA ArI IM1 T AMw I; I�TT ei5� HNC[ N M 0 SAVES RAELISS THIS _ G Eta AOR ALLCOS a R GE5 . [ F v, g = IY INCLUDING LEGAL ifES A A➢PELLA: E FEEll RE:ULTIUG FRO4 MATERIAL EI y 9 � F.AbRICATFON, SV5TPe ERECTION, L CONSTRIJL 9-311 INIA, RCE$ evoke MAT i{ y /{ !t YO TCP N'.CeUNT• ",IC«MC.LIWTORall-DCAL,STA°T,AfeA.Ar_CCMRFRO« $gl+31:1 I!'1 (COM TIPF DEVIAr1oN5 or THIS n-n- i CCC AP PEQ'G) 15, EmEPT AS EYPR�aLY PAOVIOED HIRE]e, NO ADDTrr,NA, .I �! CEPTIFICATION5 OR AFFIRMATIONS ARE iNTi ROIL. I. A,TIRATVYlis AUVt1IQ.S OR OTHLki MPAKI.Q-, r0 T«IS snmir Hera Ill, 1.� _ aP[ XOY PeaM1TTtG AHG IINALMTC THY- :TPTSI.AftGN g V - L=w11A 17. PANELS SNALLEEPEF.HANENTLY L.AWLED WITH A MINOFVM OF IL} LANEL I e aGTTOM F^R^.UN7 (,tY1r4N-' AfR EVFAV 2,E FEfF C; ONTAINlllr. THO FCRL.LCNn'INI. INFORHAT1ON', 'jl x.0 t� ('SPLA RELO'ru Ej yy li pE AS REq,'DI ",I. ALL AMERFL AN SHVTTER5 AI1D G1A5ffi p` N,a Y• t i:)BSTrJ1i_'TIYX•1J WEST PRIM $.20a i PL al i PANELS MAY RE NL+11TH1b AS 1P£D, OPTIONAL i'i '2D STITCH TAS 20). TFS uE a rA5 2[ r �Y,xa+ ;w.a O,eaRn tti REi'�f3 PLDRIOA PROOI,CT AT 1F 1 IT Ahi-AlPROV ED REI'LCONN£OTI(.MATISIS D BOLTS NurS FASTTH ENED* --__. - . ----- - _� 20-31543 ANCHORS ARE tSEU WHICH S.RTISFT SF°4ta5 ABCAlEB EEItX': OfiSTK11LT H)H. fl'+€RI.AFS OMtC>'iPAN 11iSE _-_ APFRCRRAI!SPANTA_Mi' -___. -. - _ VISIT C"CALC.10131543 - ;: S - --' - VERTICAL MOUNT ELEVATION 11i:_,-.':n:G=1''..���I� 757 2 NOTCHED PANELS ,,, n`+'. . i X R ., HE'YA?{;M1 ,+nR.W+iA+rHCFannF INrV.4TTsa AR..tt F�.EY r:''.111F.1 HE• Lrl ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 16 GA11715 ­stirl _ _ _ -_ , ,i+W.A PANrr 1,,., ,A t RA GSM+. A'4 -,rw117 IV iNlKIN14 SSEN t LA F fl i ' E , F TA 1 rf' 11.1 n if & V--,t Y'., I[AIwN\ F}s +NA I 7KH15 Gwr itL . .I ]Ar 1+1AC A , alu r1LvI :RaDC •N P(+A t i(R AN. 9K.V-, AfjI ,. r r ,• 0 _ `6 e . r I, III- 2 10, - I.. ,. 614I. , 6 n t • 1 ., , 06" : lb,. ,.... +, etlb iR .N A, + ED 9 =n I ", . ,- � ..11'. _ - .'I °. I . 6 1 ,,, .. Stl) n - - -1,- - _- = -- - N1 R "' - it[iN.,ClApSP AWE,.YA_KENE Saar. iN6 TO 'ERHIN[ mA.IMUM ALLDWABI E STDFM PAN! 4 T F r TA / WITH rN. SC HFD ULE L A[CEP &E OP V;E ilT(VE IOAT•*a LFS5 THAN OR EQUAL TC A V q A . TT f 7E51G LO DS 'PA - €A - ARSrN 14Ex STINEEYs E 5 � USED 1 E]UNCTION WITH ALE. MOUNIViG EYT09SJOIv= T7IACV., STUDDEO ANw€. E,(:.) USE 6 25 . PANEL FASTENER SPACING TABLE vALUES FE AND-W HEADEP54INCLUDINGaulmo IDITI 1trS ___-_. ____. _� -. __ __ GL ASS SEPARATION NOTES: ul..Iu ENTEP 1PAN GCNEd••JLE Wf THrPcc$t rtVE Dl41GNL E MINIMUM ALLOWABLE SPAN SCHEDULE 5 TsAAF3 TOP MOUNT s� ^ '! „I ",L I� I �f r A�� z it, �4` T5 z a V '3' :A' 2S .. ?Fit O' 7A' ?Y M' farms A V' H LEAm, D 0' 0 2J• :i- f 2S' 22, ?a' a' Zi 25' 2e` A V Mutoe, a` T D' 2r hr 2S /2' ?-r S 2r ' IT or =.5a fur FS 27 ?3' II' w t ?t- 11- 30" _S- 30' it' "&' J FOAIdPct P 7aREA 4' '4' JL 40 5L ?e" +? 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' 0.6' 60 $G" 4', � (z1ncTSTlritE'rall> , . c n. a sn, sa' 1s s' ,a DA a0• se'. tie• 5_ Fa 12.5 ]6. 10:" 4i 5 - ,x3' 1_5 9. T' ]2.5 ]6 0' 9.: 4n 5 f' .t 2.5 15 - 91" 12.51 360" A.]' . 52 L J' ,,r I.. i .I" I2.5 16.0' 9.; 11 - - - - :A^ 9. 2 S A 12. S' IL.17 0I' , H,.rr: S - - I r13 t a d' $ A'- 3 lc a'� d-0" 51' 12.5 73. .3'° ( r N . �.. H .. '.�, 4 9 h.: S WLr.l ��a I area 12.4' 4.e" A.1' A'- 1 41 1 S 46"' _ I . 4; I<* 154' 55 5.A - I":J• A-.. 4•D' Z. ✓. i - ! - :5 I - r ' _ Dr ANCHOP NOTES - r v 1 1- H rr, , PR' CTF'l _ F,. 3VlOg r, N , _ .. ._ aV1 A '- ..M A FF - 4P LL)WA L$ `r'A NG .ESSUPg11NDR:AiEL' , t 1 ti. .E ?ASTEIOP SPAC,Ta- THE E%ISTIN6 STRUCTURE ' Li, %FC- f: .An GRTE) cAP. THAN 1.n F(,,bJAO.-TfS NEGATIVe DESECN r N 'HL''T'FFIINC. YLEt",.TPAW. 1 'r'r I 1 MAN !ALL FgL,d L To SHUTTER. SPAMSE+ n !j'rJ' IASEG CIN AM'1JPR uNTRi' :XlNQIIICM ISTL P4,Dl1NTPWG 0�7AI170N I IC4 7C1M r.. CO NV 1E B -4." ARE STUDS LSE I ^'R,0UNCFION 00714 ALL NAUNT714 EETTUSTONLS ArTAI Er II FANI ',:R 7N+a A6LVALUES Fri P "r-15INCLJD NC ? .''NOr v_J:STALLEC IN Ao .PDA`krr lv'7 'LNLRS ;__1ODWENOATIGi- 5 HJ -r4T STRO`T,,M S N L U4fOR - I o BLOCK. A Mjm. , I rMEVTGHALL BE AS MO'En1N A4 r- - • A40 - & TA N= F• M WN, ..T•tENr t FAGE DIS N� E 3` A4p OTHER vi.LL F MgHE- v"+,- 17aHE5 Si.+LL aE LIMCI . C .l<' M.. , BE VERIFIED RT OTHERS T!J ➢DEQWTEL, r .Afd5m i.14D5 TO NCST STRUCTURE M F H E. .... NCRE- AM FR)PS NO7 N T N ED EREI SF6 I B FNBEU,]EC7 D U ICRIISNfl1ETE ONLY 4 WHERE E%3 ErN G 5''RLCTURE I5 MOr C FRAMNE%iST1 NP CONON5NAY VA RY. . RELD bit_RSVY TK4t FASTENERS 'At NTOADK' �A EWciCiiPRAMBNf v . HEMBdt., L7f ? TMYY?p FA51'E7iVM TOTEYW[YJC i5 ACr�._,r--rALL ,DFlIY FOR SIDE CI'S-'LRE PIECE... lG WHERE ANCHT',it..FAST" TONARROW FCC hsfLD FRANINS FALSrrwk. StML OE LOFATFP IN CPNTER OF 117MINAL 2' z 4• (NfN.! W00O H'TJJ f! ' EDOF DISTANCE IS ACCEPTABLE ,CIM WOOD FDAAHNG7 VIUOD5TDD SHALL BE"$,xjrHENN VINE-G=J 55 OIL GREATtlt! DENSITY. LAC:(Ofl ".LL HAVE PHf LLIPS PAN HEAD OR 'LEY. HE -AO. I, REM-TIANE AWZHOE. ARE DtWALT vA4ELK4TE. ALL-F•Jtl/rS SC%.J&1- 0 b BRASS 8U51/341i MACHINE y REYES RIALL HAVE if' - HINC14J M FNGRGEMENT ,OF TF:READS I NTD T4E BASE ,tMJO;P AND MAT HAVE FREER A PAP, HEAD TRUSS HIE -AD, CIEWAFER HFAn (S:nEWA" FJCLT) V IN IT RUCW114UN! ENIBEDMERT AND ELGE DE TAN1_E Eft_ iJr� ST rUCW OR '7THr_R WALLFINISHik- 14.e DAES AW.FH)R ODNDITIONS wHIC.N ARE HOT ACCEVTAahEUSr.., * OIP.E0 MOUN'ING COND:'. rolls.. It I.;, f4FAF•i ITrr PPhAAT:1Qh t5 N7r r,ERVIT,- r: FC.R UE,e WTTrt THE Al 11-HO a 5'-1-RAI " I15TET) ON Tea SHEET %0N o. #R fit I1 t7fi iI w o ;" W p-1 o ar2QB � 1V L� 2 K �. U F" 0 oi b ❑ t Ln l V n Z }C � � n v - M H1 = s ,y *ii< to w 9 f 8- 4 LU 9 re EX .J J AX 20-3 O O C_ 0 Ca N � U C)� L C) (3) Q O C_ M -o a- � U II c/� t- = = CC C!) O -0 O N O E-: o o >Cy O Q)OQ L CU '+- C0 O_C_ . � �/.-'� C/) Cnalimmi (^'0 ��W _+__0 +--i W L/� U, CDL 0_ Q a) I U _.) (1110 _0 0- W all U) L. W aaaaaal cW C Q z Z Q I SHEET NO, SH 1.5 FOLD UP WEATHER FLASHING REQUIREMENTS RESISTIVE BARRIER & NEATHER RESISTIVE rt- TEMPORARILY SECURE -__:, BARRIER WINDOW UNIT DOOR ROUGH OPENING, ---f WEATHER SLOPERESISIT_ BARRIER 0.3 in: 12.0 in R703.1 Genes al Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -0 > - C3 BARRIER- WOOD FRAME CONSTR TAPE70 EXTERIOR SELF -ADHERED FLASHlN 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashi,lg as described in Section R703.4 Iy © SHEATHING BY APPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND Q Q 1- hL WALL BY 6 IN. // RETURN UP JAMB 6 USE LIQUID EXTERIOR R703.1.1 Wat�,r resistance The exterior wall envelope mall be designed and constructed in a manner that prevents the accumulation of water c- (Z -0 CZ NAIL tSKANU OH kUUAL'NkAI''; '' Z % 3 PROOF CAULKING CEMT. FIN. within the wa assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of U � U) W WEATHER - SELF -ADHERED FLASHIN(3 BUILDING PAPER draining to the• exterior 'Rater that penetrates the exterior cladding. ' RESISITIVE 2 BARRIER •*� X y .--�` C) a 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 L- (SE ER DECKING '� SUBFLOOR - _ approved wate--resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, {SEE DETAIL WP07) '�^ ; % SELF -ADHERED FLASHING 3 A ` A with the uppE r layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other � - � approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt � CD HEAD FLASHING TIE-IN INSTRUXTIONS - -0 O ' RIM JOIST felt or other -approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Gut, fold up & Orrlporarily secure weather (D appendages . I a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. -. to Q THESE DETAILS ARE GENERIC AND resistive nsta f above header to allow for - < flashing insta(l�ition MEANT TO SHOW GENERAL FLASHING 2. Self -adhered f1:Ishing plus head flashing urp�ler R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistwe barrier 1 sheathing, st..-+ ; naCludY a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 3. Fold weather resistive harrier back over head I BE USED_ flashing and seal with tape " 2 L individual layt.rs shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance vjit i Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW �,%'���� � SELF -ADHERED FLASHING ��� SELF -ADHERED FLASHING WP03v Y EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT EXTERIOR SHE..1T!••IlNG RUBBERIZED �' 3 4"-1" BEAD OF CONSTR NEEDED IN CORNERS ADHESIVE 1 EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE 1 -fir ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flash!iq. Appr aved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3r8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shin le-fashit.n or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER " ; UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW g 9 PP �.� (SEE DETAIL WP=J1) used as flash n)g shall :3e applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the 12 MIL DRYLOK CMU -MASONRY BLOCK .. OR EQUAL WEATHER PROOF CAULKING EXTREME F!EFER TO TECHNICAL SCORED entry of water Into the '.wall Cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL ,< RELEASE PAPER WINDOW c:OMPATIBiLITv Self -adhered membranes used as flashing shall comply orith AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER ---� _ - � .. ` ~- the building v. a;I with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1) SEALANT Al SELF -ADHERED Fl ASHING r�m� -- SELF ADHERED FLASHING, r IBEFORE FOLDING. SCORE i g n p f p RELEASE PAPER TO EXPOSE _ r 4) SEALANT JOINT WINDOW BUCKT(., o� EXTENDAMINIMUM6' ADHESIVE As SHOWN) contraction, A5TMIC1281, AAMA 812, or other approved standard as appropriate for the t e of sealant„ Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY VERTICALLY FROM pptype pp • , =R ;_ . BOTTOM OF flashing in exterior walls shall comply with AAMA 714- The flashing shall extend to the surface of the exterior wall finish. Approved fleshings WINDOW BUCK � -,-' t THRESHOLD 2) SEALANT JOINT - shall be insta led at the following locations: 5) SEALANT FROM ' _ INSIDE EDGE OF ¢ ' ' 3 tt� WINDOW FRAME S• WINDOWBUCK ' . SECTION -A (SEE DETAIL WPQ2) ACROSS WINDOW BUCK WINDOW FRAME '� 1. 1,Ex'erior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED ,� SELF-AOHERED FLASHING finisl; or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PERshall comply v Ith AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOL ED SEALANT _-aC REOUIREMEN I ` \ p y BEAD BRIDGING �' Z follo' '�.,r)g: CLADDING AND WINDOW 5 1. ; The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME � SELF -ADHERED FLASHING g �� w� NDO�'H �T' NAILING FLANGE � � manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. 2 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or L7Cl NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM NAILING 8 / UNDER DECKING 7 drainage Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) Z 1.2 1.2. in accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING SELF -ADHERED FLASHING `� SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. - SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND /� / [� V i 1.4 In a, cordance with FMAIAAMA 100, FMA/ AAfAA 200, FMA/WDfviA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW Y V t EXTERIOR DOOR WITH DECK i1 INSIDE CORNER 2.2,At -he intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stuct:o copings. Ground 3. 3.Ur: er and at the ends of masonry, wood or metal copings and sills. ` 4.4.Ccntinuousl above all projecting wood trim. SF-EATHING II III 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 'APR O 8 ?Op3 \ 1 6.6.At v.all and roof intersections. Water Reslslaw wirier 7. 7.At built-in glitters. JAMB. SILL AND HEAD DETAIL �` Lath APPROVED SHEATHING SELF -ADHERED FLASHING � Sheathing APPROVEDHOUSEWRAP �_, PATCH /-� �-� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Puns Virtual Assist, Inc. Stucco Review STRUCTALATH TWIN TRACK 2.5 ' ' e x for co ►►Ip(eted 314" CEMENT PLASTER " . ' view Assist MIL (min) DRYLOK EXTREME • . mptiance wi the and approved DDUBLI 3 �,. a • 6y Debr ne K ahr PX2300h Editio APPROVED FLASHING TAPE 2 44 d -' JOIST "V" SEALANT SOCKET WITH , - . c-- - 718" Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM in accordance with - -- - 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation walla a \ SELF -ADHERED FLASHING a a ASTMC926 - in accordance with �• _ ASTMC926 (2 • • �`,` t'elt backed metal �, ,, 3" MIN _ s Y lathe in accordance 'j , :� Felt backed metal SELF -ADHERED SELF -ADHERED with ASTMC:1063 y lathe in accordance L r �' with ASTMC1063 FLASHING FLASHING � � � _-- 02' 5 Y': ,r builoing Paper f` ,--- Building Paper -- -� ---------- 7/16'O.S.B. ♦j1 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING (`� SELF -ADHERED FLASHING Q Q sheathing i -s 7/16" O,S.B. V WP07 ,�P08 WP`09 � �� ' _ EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER FOUNDATION WEEP SCREED \�, - Mashing r "� sheathing �1 ----- Weep Screed Installed As Per SELF -ADHERED 2x FRAMEWALL _-- ___ __ Manufact. Specs. STRIP OF SAF \ t % LEGEND \ y Maintain �� � � Stampede or similar � PRODUCTS D E TA I LLJ TILE FINISH -- SELF ADHERED FLASHING (SAF) �i---o-- ` � 'j Bottom of \ r,, cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT./ a _ _ Weep Screed `� \ joint Only BARRIER (WRB) , „ -� � � BOND BREAK WEATHER RESISTANT BARRIER - --�-- � ---- 1 � /� t0 2 --.` WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1l2" DUROCK ] BOND BREAK WRB SELF FURRING (SF) LATH-J\✓�/� Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ! PLASTER ACCESSORY $heath1C1L� Installed As Per 1'-4" PER PLAN _ SF LATH SHEATHING, 'OSS', PLYWOOD. DEN£CLAS-6 ,i;\ Mtln l d[ t. s e r Detail Instructions I s. WRAP DP WRB ONTO �,/ '/ 1 -0 PER PLAN v THE VERTICAL 112" Cementitious IO Refen mberedthe ritems in the list o instructions ons belowch detail : FLANGE corresponds to the - SURFACE � uE as Ara TOP OF Cement iIra accorr r� . �n r ��°'/ Decorative Finish IL BARRIER with ASl ".ii -r �•■ " SLOPE ! o••- �•o, All inside and Q„ 1. install self -adhered flashing in order as shown by numbers 8" CMU a._ I ( 3-1r2" INCH FLANGE over woo q�9 __- --- - `*,� ` floor I J - �.-�` outside corner will 2. Install flashing and weather resistive harrier to form water sheridinrd `' '. ` � p ;,. ��� �� s"��o,U , need to be miter laps 4" OR ii" CMU_r p cut and caulked all (PER SEAT DEPTH)- _ �--� 3. Self -adhered flashin can be substituted for buildingpaper --- z -^s STRUCTURAL FRAMINOa E'er. c'•;.. butt joints need to 4. Slit the release paper using the ripcord (Split release on Jemand, - ' a a g I) E , -•�A'� • becaulked using O p p p g p ( p FILL WITH GROUT --_ '' embedded in the adhesive layer) - for ease of installation and to -- Cr THIS GAP IS A RESULT OF STRUCTURAL SHEATHING • ``'w 4 Stampede or Sim. f minimize scoring cuts w LU PLASTER STOP ` NATURAL SHRINKAGE STRIP OF SAF caulkfor al a s 9 _ 5. Remove all release paper per standard installation instructions and I- rn Do NOT SEAL. _ ,CIL CONTINUOUS BACKER - DRAINAGE PLANE WRB/ j adhere to substrate using a square piece of flashing material (6" x 6" �_ U ROD & SEALANT DRIP SCREED PLASTIC a ' W u} BOND BREAK WRB �' W Minimum) SLOPED f,AUD BED -- _ cr ACCESSORY I I , 6. Fold as shown by arrows -_ ; . ! Q W SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to v-- a.CZ o co fit tight to corner VINYL SHOWER PAN _ r ; z CA) The building paper and metal lath must be LU -_ a . CO \ Note: 8. Mechanically fasten as necessary E I. . , . g p p SLOP 3 - Cerrient ,, installed over the top of the weep screed. ZE PLASTER STOP Plaster �' '� s Q CONTINUOUS BACKER ROD A over block �' '( d Z �✓ 45 & SEALANT 1 St floor" loor F �.✓`{ ,Y Z CEMENTITIOUS FINISH < - - } � / f a i SHOWER SEAT t £/ SOFFIT/CANTILEVER A ,'P 24�'``. / WE SCREED DETAIL V V o I � � t �' � ,� SCALE' NOT TO SCALE W P 0 1�IMo �---_ :. JL...�r�_+:�1�i1 4L-_u....,-... __ .. i.�.� L 1��:; rrt.il�Wrr►n.J�+s�kl.J r u. _ _ _ _ _ _ _ _ _ _ __ _ _— _ . _ _ _ _ Li. Lar-iL TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP VA/ALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATE AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3 11= 1 1-011 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED HEAD WAIL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER iNSTALLATION INSTRUCTIONS 'Z' CLOSUl STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" v c0 z 00 HEAD WALL b7 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS7UP CONT SELF AD FLASHING TURN 3WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS---- ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"----- ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. CuV WALL FLASHING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED N LO FIBER CEMENT SIDING O- a O AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O i FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE �_ R9 - PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO }' WALL SHEATHING PER PLAN �>� U 4-, N WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CU O Cn SHINGLE WATER N "a V .0 SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM a 20 N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C Q C O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O � OVER FLASHING TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O `� O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O 00 °0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED tq N �- CL i CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE L cc ou O � Q FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" °0 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �t 'v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `Y) EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER j Na 0WOOD-BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER vw THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" Ile Vill, 6" DESIGNED DRAINAGE SPACE. 7R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE SNP 12 - ROOF TO WALL - S H I N G L E T SIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3�� 1 1-011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 00 STARTER STRIP— ao 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE i EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH a HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A c0 STANDING SEAM METAL cO REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 = 1 1-011 W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2023 UirU"at i2eviev� assist. Inc. 'tans i,ev :m comptated and approved ieK cus;,ti;i;fa Wit the 2020 FBC 7th Edition t..,Y fjehra anm i{tahr PX2300 he a� 0 W Q z z Q J a_ tU) Cu 0 L. 0_ Q Q C 0 I..L MCu W SHEET NO. WP 2,0 FLASHING REQUIREMENTS j STUCCO ON FRAME - 7/8" 3-COAT SAND R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A C FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE 2- LAYERS OF WATER RESISTIVE BARRIER PER ELEVATIONS Cn N +r WALL SHEATHING PER PLAN SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � � L U COMPLYING WITH ASTM E2556, TYPE 1 (TYP) K. STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN N R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED WALL SHEATHING PER PLAN— O FINISH STUCCO ON SELF FURRING LATH ON AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O LO SHINGLE WATER RESISTIVE N SHINGLE WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Cu -0 a_ BARRIER OVER FLASHING BARRIER OVER WEEP SCREED COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. STARTER STRIP CuCO WEEP SCREED SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE O BARRIER OVER WEEP SCREED BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF N0.15 ASPHALT FELT, FREE FROM C — 'i N HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O 3 BETWEEN WEEP WEEP SCREED BETWEEN SIDING AND STARTER STRIP WATER-RE:>ISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O SCREED AND FLASHING FLASHING EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY WITH THE Cu O a--� `*— CU HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP O O BETWEEN WEEP BETWEEN SIDING AND UPPER LAYEER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O COUNTER FLASHING COUNTER FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (n N i Q SCREED AND FLASHING FLASHING CONT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE J=_ cclu) —O c CZ LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT � .� U) Q FLASHING LAP FLASHING AND TURN 3" UP WALL FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING lo COUNTER FLASHING CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING TURN 3" UP BLOCKING R703.7.3 WPTER-RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE CO PAN FLASHING 6" MIN PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR `' '` CEMENT MORTAR ROOF UNDERLAYMENT TO ROOF UNDERLAYMENT TO SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6 TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" F11 INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS ROOF SHEATHING TILE ROOF PER SPECS PER PLAN PER PLAN EXCEPT -ION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY 2X NAILER SECURELY WOOD-3ASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING ROOF SHEATHING DESIGNED DRAINAGE SPACE. zNOTE: PER PLAN PER PLAN ALL LATH AND LATH R703.4 FLAISHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED ATTACHMENTS TO BE MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED OUT OF CORROSION -RESISTANT MATERIAL SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLA:�HING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF T WALL - BARREL TILE TO STUCCO W P 16 - RO F TO WALL - BARREL TILE LE T SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3n_ 1 1_On 3111_011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL I EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 SHINGLE ROOF PER SPECS GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281 MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE UNDERLAYMENT TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR TO SHINGLE OVER WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE DRIP EDGE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: ROOF SHEATHING PER PLAN 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND COOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL DRIP EDGE FINISI-OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 2X6 SUB FASCIA FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE SELF ADHERED WRB TO FOLLOWING: SHINGLE OVER WRB ON WALL BELOW 1.1 1 HE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE ALUMINUM BRAKE METAL WRAP FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING CONT BACKER ROD INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE AND SEALANT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER STUCCO'J' MOULDING RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN HOLD OFF BRAKE METAL FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD 1/4" MIN AIJD SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO REGISTERED DESIGN PROFESSIONAL. ON SELF FURRING LATH ON 2- 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. LAYERS OF WATER RESISTIVE 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAIWDMA BARRIER COMPLYING WITH 250, 1=MA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. ASTM E2556, TYPE 1 (TYP) 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. WALL SHEATHING PER PLAN 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. j 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WAL -OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ROOF EDGE DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 31,_ 1 1_011 W P 18 FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2023 Virtual Review Assist, Inc. Plans Review completed and approved ;or cunip!iance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 V w z z ¢ J d SHEET NO. WP 2A