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HomeMy WebLinkAbout6355 Bar S Bar TrlABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT -ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: 2 = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT (D = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING READ - REQUIRED. R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER. 1 <---ELEV NUMBER 4 A15 2 SHEET NUMBER F----ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tp� INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2, WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 0 HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB, C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARSW LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2216 VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: 1.0 PLAN REVISIONS CS AlA2 A3 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A4 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 A5 A6 5.0 ADDING K, L, M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 SNO SN1 S3M S4 S5 S6 SS ST S11 S12 PA1.0 PA1.1 PA1.2 PA1.3 PA1.4 PA1.5 SH 1.0 SH 1.1 SH 1.2 SH 1.3 SH 1.4 SH 1.5 WP1.0 WP2.0 WP2.1 TITLE COVER SHEET FOUNDATION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN ROOF PLAN 2ND FLOOR FRAMING & ROOF PLAN EXTERIOR ELEVATIONS 1 ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN STRUCTURAL NOTES STRUCTURAL NOTES FOUNDATION DETAILS FRAME WALL DETAILS ROOF FRAMING DETAILS WALL SECTION DETAILS RETRO FIT DETAILS STAIR DETAILS PRECAST DETAILS PRECAST DETAILS PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS WATERPROOFING DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 RE`CE I VLE: "m JUN J 3 2023, 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. co N 0 r h LO 00 LO f `-: �? 411 nm f F.r. vi i Q w O w 0 z �-- a ^N^, LO >o R o i W L L cy) U N M � a� N E_�� m r o 0 ` N i U • a � w D- c CD CL P _ (/W) 0 LLI N W O F- W� W J W 2 O Oo Q U HQ 0¢o Jl� 2o0Q- = ov)O�6ZW oEoom O U)WWALU-5x=OzaWQO Q zW Z 'ELL C,J U) LL a�0WQ oW gF-P Wo o o<<L oQ 0 LL � ill O Z W 01­- LO 5 ti 0 i._7 M O Q M Lo LL ti z < W < Ln F- IZ co UI<- Z00 LU W O O 'd- 1 � i i LO CV 000000 LO N N N N N O \ O N O \ O 0 O O e- r c- r O N O N O ` Z O CVL0 w o 0 0 0 0 0 LO > r- (V M IT 0 i 1 00un)� } Z � Z ul O }0 W z U) 0 woo Z)zj 0 or< Z �-a- l� F- r Q 0 ��w zoo OM .. L 0 ZWO Z U w LL Z a. z �� pU _0 F-co z Z w W J 0 N LAST PLOT DATE z �' _I COVER SHEET 30'-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" T-0" T-10" T-6' T-5" 4'-3" 4'-0" 4'-0" A 12 = � 4'-8" IU-- o 1)" °- r ELEVco S3 _ HB t \�PF U-3 1/2". t Q Q 0 Q d PU Q � 1 � ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I �\A • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER Q i o 6 9'-8 1/2"\\ 1 • MECH. COMPACTED FILL TO 95% OF 1 v REF--t - MAX. DRY DENSITY N I J w I I • TREAT SOIL W/ TERMITE POISONING OR N I BORACARE TREATED LUMBER IS AN d r 4 z 1 ALTERNATIVE TERMITE PROTECTION TO U) SOIL POISONING (TYP) C?I U) V - I 13'-10" 16'-2" C.J. C.J. o IT r ; I; 1 i C? 1 C 5 19 I e B r I E o 1 9'-5 1 /8" I d I ELEC/PLUMB 1 CONTROL JOINT _---- II S3 — ------ ------- -- 3GG T-3 /8 13 1 I \ \ FOOTING I \ 13 ti. O z I (4) STUD OI COLUMN W/ (S) C �r I o U I HTT4 AT BASE D I 2'-4 7/8" `- O � "' 1, SINK zI 0 � rn z 0 K zt W I I a 3 3/8" 13 1 V i io Mo S(0 NG ELEC Uj ' I LL3 S3 J D 1'-9 1/2" WH o i Ilk ,'�� A [3e --- ---1--- ---- --- -- --- 1 10 11 S3 I CC ELEV 0'-4" D 13 I _J_ I 1 � aD C= C� � a zl _ I Nz o(j OI 0p (h r o c 1 J 1 7/8" LAV U_ COZ w I' I� I I I I oI 01 B r U _ I CONTROL JOINT — O N — — — — — — t- — C? ' I D I v � _ N 1 I o� I I SEE DETAIL D/S3 4' 1 7/8 - FOR FRAME WALL FOOTING oo BJ TO CMU o -U? CONNECTIONS r 11 � i7 I I - - - 1 _0 3, -0„ 8" 41-1„ 4 I B 3 I 91 0 v 0 ;' 0 d- 0 d A A M I I o —t— �— —I ao m �11_ 1 04 r E3 C 0 ELEV (-) 0'-3 1/2 7 5/8" _ LL 1'-4" T-8 3/8" 2'-8" 16'-0" U�- I_ o0 0-4'-4' 5'-8" 20'-0" 30'-0" OVERALL FOUNDATION PLAN (ELEVATION B 1 /4" 1'-0" -4„ FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R = FILLED CELL W/(1) #5 VERTICAL W = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) _ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9 1/2" WIDE RECESS NOT USED 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 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 PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a co N 0 N N CD CD 00 ° 01 w a N_ _ R o a A re •.; o z V) A N LO N WL L ' W u C`7 N N V) CO W E L i 0 � 9 2 o 0 U- o Q ¢ U - m ¢ • .N i7 U V w Q� W L E� 0. r /y W W pw Wol rQ x¢E'zo Z �Og_jCn5 LL Q V:oo¢z�W°zm° 0-1WLU0 n=oomoomzLa�) z�W 0 ¢Q W WOZ i OzOWo Q LL oLLJ <<lyQ LL -LL O O z (N OLU U) ti 0 F-: C'7 O Q ci) M � U) LL ti LO F- W 11 _o Ir0-2� zv� Z W W O O Mj N O p O O N O M O O O N N O N N N OCD N C N CD IN CD CDO C)O O i 1 0 (yLo W000000l i > r N- M d' LO CO i 1 � CO VJ Qz LU O W z 0) O V WOO VUU) /� —0 =) z j -0 O o�LU � Q Z a -a w Q ,—� = m r" W N 0 [V 0 oU) W �- Q �=) Lo O Zw5 �. C:)Z C) Z LL W z Q L) 0 _0 z z J Lij Lo O N LAST PLOT DATE • April 24, 2023 Z 0 MONOLITHIC FOUNDATION PLAN B 30'-0" 10 OVERALL 10'-6" 7-3" 12'-3" 13'-0 1/2" 6'-0" 10 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT 14 HOLD DOWN 3 1/2" H B co 00 w co 00 tLO SH 25 LOo in ti H D AT 6'-8" r- CO' o (4) 16" LO DP SH `r N REF M PANTRY 17'-9 1 /4" 6'-6" '-1 3/8" 2'-4 1 /8" Co LO FLR 00 Co 00 FIN-� LINE N 11. 1'-11" 8'-11 1 /8" GREAT ROOM A 13'-9" X 17'-10" 1 ---- 8'-8" CLG KITCHEN 2x6 KNEE 3: 8'-8" CLG WALL TOP + -- @ 34 1/2" 00 O C N w O 0. 0 o ~ SINK W/ li ` C °' z� DISPOSER u N II i� / QS4X6 (HEADER LO FLR FIN rn LINE T-4 1/2" 6-3 7/8" Cl) 12'-2 7/8" 6-9 1/2" (4) STUD COLUMN 00 CD N LL Q DINING BEARING 1 V-11" X 6'-6" WALL (TYP) io 2x6 8'-8" CLG cm WALL UTILITY RM U) 8'-8" CLG 00 0 o CV r N N 8D_8' CLGM (2) 2X6 SH INSULATED 20 MIN FIRE WALL _ HEADER RATED DOOR W/ 11 1 WEATHER STRIP 4 O co TP U ' v INSULATED PROTECTIVE G BEARING BOLLARD S3 WALL BEARING WALL (TYP 10 9 - ^CC _ o s3 TWO CAR GARAGE T 8'-8" CLG _ 7 36" H Q N 6 LOW WALL 5 4 FLR FIN 0 N 0 N LINE 3 1I I LINE OF GARAGE 2 A FOYER _ IN OPEN 36" F 36" I P 5'-11" X 3'-7" POSITION `Y' 8'-8" CLG HA DRAIL I I SEE DETAIL D/S3 FOR FRAME WALL TO CMU CONNECTIONS H12 4 A 6'I-8" oEMPERED'-7" ID ��gY 16070 8'-8" CLG LINE OF FLOOR ABV 1'-4" T-0" .1 '4" T-8 3/8" 2'-8" 16'-0" 1'-4" 7 5/8" �q 10'-0" 20'-0" 30'-0" OVERALL DFIRST FLOOR PLAN ELEVATION B " = 1'-011 1 /4 7 5/8" 7 5/8" rwE:3Y z w zX =m J wz 0> J 1 J J 0 IT TIE BM AT 8'-8" 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 SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. LVIM\MM34C19 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM, 1/2" GYP NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA co N O N N LO O 00 L0 z w x O w 0 z to N Loi- W L b U N C6 3 N } V co W W i L ` O Tt1 •� 0 0-8 0 Q .N Jc U O Q) Q � U LL aCN W L O E c .� 70 0 r 0. : F- a W W ❑w � Lu0i- Ld F-Q J X¢~zX z 0� Q Q U Q� J�O���LLU00LL_j0 <oQzOE 0z200F.- H I- = O 0gn0X<X0z0X00mzz cn�a�cnLjjLd LLX¢p (� O Z a<QOW<o5KLUZ U°a LL. OW �F-I �W❑ 04 0. 0 o<<LL MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10`-0 3/4" O O Z 04 SQUARE FOOTAGE: F- U ti AREA PROPOSED (1) O FIRST FLOOR LIVING 930 co O SECOND FLOOR LIVING 1287 Q M � U) ILL.TOTAL LIVING SQ FT 2217 JL d' z U) - I, - ENTRY GARAGE 44 W Q LO 0� IIZ co TOTAL SQ FT 2672 Q 0 Q T_ INSULATION REQ. z v LOCATION R-VALUE / TYPE W uJ O EXT CONC WALL R-4.1 HIGH PERM O EXT FRAME 2X4 R-11/R-13 KRAFT FACED (.0 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) 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 TRIBUTARY AREA (ft)2 WALL 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 GARAGE DR 30.0 -33.9 30.0 -33.9 VR Virtual Review Assist, In - d Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LO N LO O N U-) LO MI Cr W � o cy) O I' I 1 1 N CO O O O O O O N N! N N N N O s- O r O N O 0 O r r O O O i z O a Wg O O O O 1 4 6 > - C4 vi Sri 1 . . �O Q z ' z U < O p z A2 W � N LAST PLOT DATE . . April 24, 2023 iO J 1 ST FLOOR PLAN B Qz W zw U Woo UVFn � z � pwo z a�� l0 I- WLU¢ N 0 ��Lu (� Z O:r 2 O U g�W w LL az �z z z w J ti O N O LINE OF ROOF TOP BELOW 30'-0" T 18'- o OVERALL 00 2'-10" 10'-6 1 /2" 16-7 1 /2" a O- Q SH 25 HD AT T-3" SH 25 EGRESS HD AT 7'- " N ;d. L M °°° / °� ° R&S 00 PT-2 WIC I 8 -0 CL4 15'-4" 6" 5'-3 1 /2" c� 5'-0 1 /2" 4„ OWNERS BATH 266 8'-0" CLG OWNERS SUITE coTB N 15'-4" X 14'-0" - N CD co 8'-0" CLG NEo TP I _—�> o N R&S tV IF SHW HD & 00 VALVE ih N 00 - 60" x 36" SHOWER cunl)Q N r AHU PAN = M11 "o BEDROOM #5 10'-0" X 10'-1"< < ch LOFT Alb-� RETURN 8'-0" CLG N ai w 13'-4" X 10'-8" AIR BELOW =f— Q 8'-0" CLG o w v 4„ 1'-11 1/2" 23 `L 1 „ 4" = 13 -4 1 /2„ T-8' 5 -2 1 /2„ 5 -1 /2 "' J J T-1 3/4" T-1 5/8" M T-5" — — s/ (2) 2068 BF R& S I �o N L —J R&s F----- �= DN v� ��� (2) 2068 BF O � 22"X36" ATTIC 2668 cli 16 T ACCESS xc 9c, 1 15 iv 11 14 BATH #2 N 13 8'-0" CLG "' 12 2668 2668 BEDROOM #4 TB 10810 C G 7„ 11 N C 1 2668 w Q cn 9 N 0 w k1c 8 0? 7 s BEDROOM #3 Ai 5 11'-4" X 9'-8" 8'-0" CLG - 4 N 3 w � N 8 3/8u T-3 3/4' - 11'-7 7/8" M 2'-3 1/2" 1'-4 1/2" 10'-4" 4„ co ° r I BEDROOM #2 SH 25 m 11'-5" X 10'-8" HD AT T- ' I 8 -0 CLG EGRESS d 2 A3 0° N I I N — — (2) 2X6 HEADER `r R & S SEE M/S6 - TYP. 2ND FLOOR WINDOWS 0 SH 25 SH 25 / HD AT T-3" HD AT T-3" EGRESS T-2 1 /2" 2'-9 1 /2" T-2" 7'-2" 10'-0" 5'-8" 14'-4" 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION B) 1 /411 = 1 1-011 STAIR SECTION 1 /211 = 1 1-011 SEE SHEET ST HI FOR STAIR DETAILS T( W H 1n" A" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER----/ STAIR DETAIL NTS GENERAL NOTES: 02 C D:IL ROOF PLAN (ELEVATION B 1 /4" = 1 '-0" * 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. IROOF CRITERIA - is vv�r�nrirvv v.rv.v. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 12ND FLOOR ROOF VENT CALC: ' NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ, IN, OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT MAY 3 0 2023 yVirtualview Assist, In . Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 °. e O Q A A 0 % to N Lo:^ W LA■ '0 N U M ^ N ai N �� V co Q O o T� o O LL ' R Q v! 'Ln0` i u�� V w Q� 0o E L 7W N w ❑W H W J W O UI w Q V W0� 2_jQO¢0 ¢�U0.j0 Q ❑OOQZ��0—Z20❑~- awwwoZ0of00mZZ U 0 O U) 0 Z cn�1LW7 uWWv (1fW<O�_j J�QOWQ-ZWZoWU❑� �.L Q O W 2 H 2 W❑ U Q u Q 0 W ah LO N LO O (N U-) L� pp cn O O o AAAa LO —0 a z Z11 W J O N O N O 00 O Z O W of w o z Q J N N Z W O� L ti M O a. � W � U? EL M a z> V-- 00 Z U Z W a J C:) O O O O O c- N O N N !` HNC . I MA I LAST PLOT DATE Z� ZZ ¢w Z W coo _ U �Z5; pW_ ZLu LLJ a�a`L F- W Q = & m LU Z=° 0 O gLuW V wLL �, z Wz ROOF PLAN B z z w ti 0 OU O zo v C co io N 30'-0" 22-6 3/4" T-5 1/4" R= 6219 t FT2GE II II l F A` II � Q C� U_ J 1 I � J 01 i 1 2 (4) STUD C UMN_ S4 R= 6736 -6219# 1 I I � w I I I �__-------, 6-9 1/4" I It O C(::n-) ^ Q r a:. 4 0-02 tL r— _ I it FT7A 1r it 1r it 1r 1r 1r IRAUL 4'-4" 5'-8" 1'-8" 4'-0" 6-0" 2'4" 6-0" 5'-8" 14'-4" 30'-0" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION R 1/4 = 1'-011 EO 0 O 00 r O M (7 v 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED 30'-0" M LO �v, U U U 0 KEYNOTE LEGEND KEYNOTE ANNOTATION BEARING WALLS A/C CHASE 22"X36" ATTIC ACCESS 04 STAIRS AREA LO co U U U CJ1 E. 7_ CJ1 — b CJ3 CJ3 0 r` ti CJ5 CJ5 A7G U-1020# U-1020# A6 A4 o A3 0 N N 2 Q 1 I CD 3 A2 9 O A3 A4 A5 U-1225 # A8G `L CJ5A r• CJ 3A Uj EJ7 o o - � CJ1A Q M Ln U m ao U U 00 B3GE 0 0 10'-0" 5'-8" 30'-0" 14'-4" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1/4 -1-0 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 U CJ1 co U U 1'-0 5/16" 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR 10 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/ MTS1US. 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 CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 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 HEEL= FIELD VERIFY 12 12 2 AA PLUMB CUT — -� ' 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR CO WALL HT. BASED ON 8'-8" A.F.F. l LABELED END MARK HANGER CHART 4 L = HUS 26 (SIMPSON) d i = LUS24 (SIMPSON) 1 L = THA 422 (SIMPSON) Total Truss Quantity = 106 ATTENTION! DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30Y 30' Span or less Sp to 60' Span Spreader Bar / 60 degrees d or less 1 112 �1 ) 1 2/3 to 1 /2 line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 0.2 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 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TOLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. �i�i�i�i�i�i� �I •��I •. LOAD DESCRIPTION INIT. DATE Rio NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23116 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5119 RC01 REV FLR RE'S HMT 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE1 (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216 CCA PROJ/MODEL/ALT 7A2/ 2216B ALT DESC: OTC: SLOT BLOCK J DESIGNER PAGE RFS DATE 8 23 1 6 LAN# SCALE N329232R 1/4 "=1' i 3 '= M N O N z 01 LO o I „5 * �i C✓ LO a 6 z W �.. 0 W 0 z Q to ^, N �� > O : N o W L Q �'N U M 00 6 N V) �� � V -0 ;r M t M (I� 2 0 Oo O o Q U � Q _ . N LLJ Q. N i o EM CL W ' �w Uj W 0H �Q �¢ � z�O� ZVQO QQ � Of X�z �OpL � a U)090,oE00M,0zH Z w d z W W 0 } J LLj< LL QH< Ww�gO�Q 0W o 0 oQZ<a maw o 0 z (V O IW- o U) M O `14 < L0 J 2 W tl M_ 00 Z U H W W _j� MAY Virtual Revi w A sist Inc zuzj Plans Review com feted for compliance ith t e 2 an 2 ap rov d by Debra Ann . fgfa q tr,�J,2�0 G 7 h ition LO CV O O O Np O Np O N O co O O O N O r O 00 O r N N I z O Nw o d. o 0 0 o I Lo > � N M d' Ln CD i MI vJ vV Qz LU O 'a"� W z co Q V WOO U U cn �zj -0 0 z ow- or< rN C� ~moo N W �O� . W <�Z) O ZWO z UgZ" Z �z F- U J 0 Iz _Q W z z W W LO o N LAST PLOT DATE o " /' April 24, 2023 0 2ND FLOOR ROOF FRAMING PLAN B ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 10" PAINTED 12 It RAISED 12 ROOF SHEATHING 15 ROOF SHEATHING 4" 2� 8 1. STUCCO BAND 4 MANUFACTURED MANUFACTURED iv ROOF TRUSS ROOF TRUSS 21b. EPS FOAM 4" 6" MTL DRIP EDGE MTL DRIP EDGE 2X4 SUB -FASCIA r `! 2P r r (V N ALUMINUM WRAP ALUMINUM WRAP "r �_N --k- :;,� Ll ALUMINUM SOFFIT 1'-0" ALUMINUM SOFFIT _ N 2 1/2" 1 1/2" 2 LB EPS FOAM NOTE: REFER TO STRUCTURAL SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT SMOOTH FINISH DETAIL SF01 SHEET SS FOR SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ATTACHMENT DETAIL ROOF O/H DETAIL ROOF O/H DETAIL BRACKETS DETAIL CORBEL DETAIL 5 6 7 8 3/4 - -0 4 = 1 -0 3/4 - -0 /4 - 1 - 2 -$, co PAINTED RAISED TRIM BAND 4" 6" PAINTED RAISED m TRIM BAND 411 ZO 0 N 2" SCORED LINES 4" PAINTED RAISED io TRIM BAND —2 LB EPS FOAM SMOOTH FINISH NOT USED WINDOW DETAIL WINDOW TRIM DETAIL GARAGE DOOR TRIM DETAIL 9 10 11 12 '- �v N.T. 4 - 1 -0 /4 - - /4' _ ELEV AT 18'-0" SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND—, 7/8" STUCCO OVER PLYWOOD — CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" SECOND FLOOR FF — ELEV AT 8'-8" FIRST FLOOR CEILING WEEP SCREED PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF A5 FRONT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING I 7/8" STUCCO OVER FRAME—j--% C.J. 6-0"ELEV AT 10'-0" _ _ _ SECOND FLOOR FF ELEV AT 8'-8" CASING BEAD FIRST FLOOR CEILING W/ WEEPS OVER FLASHING 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" SHINGLE ROOF ,, , a 4' OFF RIDGE VENT CASING BEAD W/ WEEPS OVER FLASHING IF 1'-0" O.H. 7/8" STUCCO OVER FRAME M ti ---DRIP 'V" SCREED f 'PAINTED RAISED STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL - GARAGE DOOR HINGLE ROOF 12 5 I z_ J M L `� J SS C.J. - - 14'-0" MID -WALL WEEP SCREED 00 60 m Eo ELEV AT 18'-0" _ SECOND FLOOR FRAMING I I I I M I I 3 -0 6'-4" �, 10'-0" ELEV AT 10'-0" SECOND FLOOR FF �- ELEV AT 8'-8" DRIP "V' FIRST FLOOR CEILING SCREED ELEV AT 0'-0" FIRST FLOOR FF RIGHT ELEVATION B 3/1611 = 11-011 ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" 12 SECOND FLOOR FF -4 ELEV AT 8'-8" FIRST FLOOR CEILING � 12' 5 4' OFF RIDGE VENT INGLE ROOF 11 111� 12 5 I I I I zi I� w 7/8" STUCCO o J OVER FRAME I NU) l ILJ 10'-8" 10'-0" 64" - - 5/8" STUCCO - - - - MID -WALL WEEP OVER CMU SCREED 4' OFF RIDGE VENT 12 5 LU = 7/8 STUCCO o J OVER FRAME I INS I I IC.J. C.J.I I C.J. C.J. 3'-4" - 8'_8't - - - 8.8 - - 8 -8 - - - 8,_8" MID -WALL . WEEP %-5/8" STUCCO SCREED OVER CMU 00 ELEV AT 0'-0" LEFT ELEVATION B 3/16" = 1'-0" HINGLE ROOF I b.J. 3'4' CASING BEAD W/ WEEPS OVER FLASHING- M FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER CF 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) co N O N �t. LO 00 LO Q.0 Q ®g e 'e o` , € "9f4 O LU.., 0 z Q N ` N LO N 0 W L '00 ;q a cY) LO C:rn A, L 0 W ;0 2 0 _❑ _0 V/ O LLo N Q Z .N i3 U W 7W� V 0 C _5 CL W UI W ❑W (n W0� LLJ�< X -i �¢� zo ���_�0�0 <160 Q U ❑�°�oo�oom❑zQ¢ � _j0 O Z W d w 7 1 w w 7 07 = Q=� _j < w �zwWQ�°pQ JQ OW J U) LL OOQ o 0 7QZQ<¢ LL �QLL 0 Z W O� > O U) M O Q LI? C/) LL ti z fi: t1 M 00 < < Z V w W J O J CD 3 0�2 Virtual evi w A Plans Review for compliance om lete sist an Inc. ap d th the 129 2AT C. h Ed'tion by Debra OUU LO N O o O O r 0 N 0 OM 0 0 N N 0 N N N O N r N O r O N O r O0 O O r r 0 O N O N O i O N W o 0 0 0 O O; Li > r N M EY 0 Co i CO U) Qz W z z O V WOO VUU) F— =)z5; LO -0 O or< Q z a-(L �' tO I— W Q N = l.J 2 ��W O ZOcM Uj <�Z) . L0 O %. _ O V gwo z LL Z a �z J 0U 0 F. W z A5 z z w W J Lo 0 N LAST PLOfT DATE • April 24, 2023 z �' J EXTERIOR ELEVATIONS B AIC M ILlflr%K I A I I-nT ELEC METER I I i I L------------------J FIRST FLOOR ELECTRICAL PLAN (ELEVATION B) 1 /4" = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS 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. k NOTES: NLESS 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 ORAREAS 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 #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 410 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 1 SWITCH ° 4 112" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z A SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 0-- 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4� " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY C 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/ Cos SMOKE DETECTOR O 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 FF24:;9 24" VANITY LIGHTING FF-= 36 :FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER OT THERMOSTAT 011 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. G ^tn > o N o _W L -c - U 0 C N a;0o M N M t V -0 -0- t t �0 0 O,o 0 Q �� m < �N w f ' QN 7(� V Lv.. 0 E � Ll a a a LL w �W � =¢�zoQ Z <RJOYQO,w�3zw J- 0OW�Wo0200moz < QO O Z Y F-ZLLO dZDUI�w¢QwwzUaU)� LL Q<02LU Qpw F- <z�OpQ oF Q LL LL O O z W O� M O < W-jLo � w W Z U Z w W O J O Y Virt t Ri vie Ass st I c. Plans Revi w c mpl ted nd Proved for complianc wit the 2Q2 F,D 7th Edition by De ra A ne la1i Pt2 00 L N LO O 0 O 0` O 0 0 N 0 M 0 O O N O O00Oi O r r\- r 0 O N O N O I i ' O NLO W o cs O O O O LO i V > N: M 't 1p f0 i 00 V! } Z Q w O .� W Z ozz p woo U � Lr � O 7Z� 01---Q Q Z a r� kJo F- w Q N � ��w O N lY Z0M: W CL O Q< (� w u_ z az z LL � ZQ 0U 0 co z z z w W C) LO 0 N LAST PLOT DATE Z • 0 April 24, 2023 1T FLOOR ELECTRICAL PLAN B 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 CONFL!CTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERICR 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 SPEC:FIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SECOND FLOOR ELECTRICAL PLAN (A, B, K, L & M 1 /411 = 1'-0" ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH 4 1/2" DOOR JAMB— TRIM— BASE — 19 r DUPLEX OUTLET ih 0 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL Z o Y - S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" .-p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE O 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE LOWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 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 BF,24:R 24" VANITY LIGHTING FF=--36:FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MEKI- MASTER STATION �iJ ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER OT THERMOSTAT E0 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. M NO g� YK Lo o I 00 0. � Y y; 'Y- . °w ^ w <, 0 i w tr 0 z i to N U)"d^ Of7 o a . W L C R U cM N ti N M (n *■ M V O f u a �} 200 20 U U_a a Q LU QN OO M E Coa W �LLI Uj W OH Q <zQ < QUj a Z 0 Q H 1- j��cjLL 000L CoOQ_:X aU) 0ZOE00moz - < O Z W W W W W x i<< LU �Zwz0LU Z) L IIL LL OW ��� 2Yz<< 0Q o a oQQ� Q LL O O Z CN OI­__ _0 ❑ ti U) z ❑ M O Q M Lo U) 114, ILL w z < w < Lq fY M i U Z W J O co tt 5 Plans Virtu Revi 11 RE vij ` As I stI I c, for com plianc c wit mPI the ted nd PPr v hY Deb a A n 01 FBC 7th diti n a r o 00 Lo N 000aoo N N N N N N O N — N V- O — O N O r O o O � o 0 o I Z O NLo W o 0 0 0 0 0 l L> r N M Ci3 i M� Z~ zz W aw O}' A.-, W Zco O ^ _ WOO U U c5 i.1 O CZj ova Z a -a �— � I- WQ O �F_w zO == W N >_ ¢ q) Q 0 Z=o �Lo 0 Vaz Z �z Z F pU ow MYYYYYYY� W Z z 01 z w w U-) 0 N LAST PLOT DATE • April 24, 2023 Z O 2ND FLOOR YYYYYYYYJ ELECTRICAL PLAN A, B,K,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 II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH•,•UBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).. 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, I.ANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %z INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT'rO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2, 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2 . 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3, 4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3. 1 • LOAD FACTOR DESIGN THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, fy = 60 Ksi 4.1. 2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI1-2007, 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'T 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. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 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 Barriar Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method, OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofricrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 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. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. = VR/\ Virtual Review Assist, Inc. Plans Review completed and app for compliance with the 2020 FBC 7ti by Debra Anne Klahr PX2300 M N O N N ^� - O 00 s � Pe. � � C) � = Q co A AA"t n eg F pa Z W I 0 K $$$ LLI x� r Z Q > �0R U W 0 �c d T V) } D M U V 47 M E Li :E O o o �} 0LLCD o Q U a� Q • - V) (D � f' w C) L 0O E� C I Lli L US W 0 �- �Q 0 WgQUJ2�z� Q Q I- U F- Q�X�ZO�rYC/)-() JO D00 L���z�_j 0c)X§OZO�00mz U O CO O O Z fn�a�0 W W LUCn�p Q0 � <1-- Q-�z wOp�QpQ 0 p p Q Z Qu u-Q 0 O O Z LLI O� Fn Z) r�_ p � o 0- U) U_ -U? W H W co Cr 0- T_ Z U w LU J0 O a A Ai 1 L0 A I A II A I N O 0 O 0 (:D 0 0 N N N N Z4 Ll Q Q C)o W CDN CD I I I z O N L0 w o a o O I I I > N', M 1i Cr CO co Z Z Z W C) }� LLI Z Z Q 0 0ZZ 0 U U rn _ pZj .� O Opp Q Z aiY< W�Q 1� T� = coH W H- N � z�0 o:r LU Q I=- p Ln Q Q zoo U 0- Z Z Z z V J 0 0 W Z NO Z Z LU LV -1 I-- N LAST PLa DATE N Z O J STRUCTURAL DETAILS ZF411111211111111111 16GAxl-1'2°' LONG (3,,4 "-1" CR VN) WALL SHEATHING STAPLES(-, B " 0,(--- RT 3 ��EEN � I I f I r.... I I 16GAx1-1 :2" LONG (314%1", BET STUDS IN'OTED THUS:—) - OFFSET ! I I ! I 1 CROWNSTAPLES C ,a STAPLES SET' EEN STUNS AS SHOWN w __... _ O.C. VERT INT O STUDS I 4OTED THUS.-} C HIVIENT ruLETAIL REV. 0 .:14,21 SCALE�� 3/4" ;7.: 1'tl.:1"J!vm *DETAIL iEXCEEDS THE REQUIREMENTS FOR FIBCR 7 3E7.1 LATH' —ONLY APPLIES TO LE NAR TPA,` A *— LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O — 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C3' ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + .�0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0(TYP.) 4'-0" + +1 ++ 4'-0,, + + ++ + ++ �qt� ++ ++ + +�+ + + + + ++ ++ + ++ + + + + + + +++ + + + + + + + C) + + +" + + + + + + +++++ + ++ + + + + + + + + + + + + + + + + ++ +++ ++++++ ++ +++ 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1,1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0,281`1 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x p — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panel 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELLS STD. 90° HOOK BOND BEAM I L9 j STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR—\\\ I ..'.00C ..:....:... � #5 CONT. .... FROM NDATION TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLAblock SEE PLAN FORPLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKhNG/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4 max. g 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. 2xrequired when indicated or 4" max._: 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)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birds n uthce of uts. - Birdsmouth cuts. N.T.S. -- -- — - Under 2nd floor column w/ Inaris 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 local building1116" code for appropriate 1;or=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap Boise Joist Blocking L)se 3" (10d) nails at 6" n.c- QZ"/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS} D (see table below) CD El (p . 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — - .-_ - 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. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange, 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. Well Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000sO11-7/8" BC16500sw 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16"' 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so 1 - / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE SLEEVE THRU STEMS 4- 0 SEE PLAN FOR °• a . • e . • ° " FOUNDATION INFO ° °' STEM FOUNDATION GRADE REINF. SEE PLAN ° Q �E aE X l: 1111 l l l lil iSC A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '1® LOCATION OF ° SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a V11 I j ° I -I_° 1=� ,I�Illl I I • Tj II IT I I ��J I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. ° TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPEIF PENETRATION PLUMBING LINE 1 1 C ° d —------------ •—as----- z •° • 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 TYP. FND. PENETRATIONS °°. a SCALE: N.T.S. — -°\ . Q — —.— — — /' as ,III1==I I : J° MAY 30 1023 ----�� SEE FND. PLN. SIZE & REINF. Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 CM N O o: N N O 00 to U. I E Q ry to f ` `' y `� y G W, x � R z Q ry o W 102 in � ,co - N M t/) V M a) E L :Eom 2 O O Q } O O t U Z Q)< 6 .N ULU QN L co LD) Em 00 7C) 0 "°0. 0 W ui w � w g � 0 o_O��r 0'<W`,000� Q 0 JO C)U)=�0_ oR0_0MQz�6 0 0 Z U)�o �C�Lt10E- LLpi� <0 QoWO �z WOo20 0- BOO 0 X E � 0 9 �aU_ O O z N 0 W H � ti I O O o� Q rn M Cn 21ti � 0-In M D_ 15; T- ZUF�— W W_J 0 O LO N O Cy CD4 0 N 0` N o N N U r• _O N � N_ O O N C)O O r. O. T C)1 1 1 Z O iN LO w o Ot NM O O l ! I U) W }� zz ¢W �--+ W z O U ozz WOO UU� � z j LO .Q 0 0�� z did I— Of-Q T� = (DO m�W 2 (\I n N ZOO O= W Q�n Ln Q 0 2§ z0f0 0 U zLL a z z 0 � Q U � O � co W z z z w W' A Ui , o N LAST PLOT DATE .. Zmo O STRUCTURAL 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/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT, SN1 ELEV. VARIES INSULATION BAFFLE 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 17 3 1/4" BASEBOARD � MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PER o MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 6 MIL VAPOR IIIII III , G BARRIER04 III • II= COMP. SOIL. I 1: (COMPACTED TO 95% -I I I I =1 I I=III I I= MODIFIED PROCTOR III I I I I 1=1 I I —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR, ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 z" — DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS RECESS _z �M -� —J, I I _III -_III -_III • •';' -III-III-II..'d..'•. I=11 I=11 ' �'• = I I_ - -III- I ' •�: ' .: .. I=1 I I- 1111111 SEE A/S3 OR J/S6 -I-I11IIII��IIII;,1111�III- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS 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 � =1 11=1 11=1 I I -I I-III=III-III I D �. 'I,�1IIIIIIIIIIIIIIIIII� I D/ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 *= WWF OR FIBERMESH ° I- II III —III —III—' - 1 8„ l -1,-T ..-, , ,E, , ,�. � TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=1'-0" 53 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES II II II 3/8" MORTAR BETWEEN SLAB & BLOCK CV `o ELEV. U-0" L OL ° a 4 A.F.F. °. U A . ° ' °' Q . °, .. °'A Q. a . ELEV.-0'-31/2" H °. °' a O a a ° ° 4 2X4 CANT. v v ° : ',° 9 A.F.F. O ° '° ' .° .° 4 v O cli GARAGE DEPTH VARIES °' a a. d..• G GARAGE SLAB AT -STEP - (*B l SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O,) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" 0'C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. ' D D °D' CID �—�1TI-1I� _— p • TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min. - 4" I I=1 I —III III —I I I- -_ _ _ _ _ III -III _III -III -III -III III -III I'' (2)#5CONT. 1l II I ,III1�11II1�11I11�111 I IIII=' 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL @n STEP n@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens' 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 � \0 LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �Goors 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT ROWS OF 2x BLOCKING @IRD POINTS APPLICATION � NOTE: INTERVALS NOT EXCEEDING 1 "x P.T. STUD (2) THIRD NT SEE SECTION C/S3 FOR 1 U-0" (R302.11) #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" CONTINUOUS TO FDOTER BELOW 90 HOOK DETAIL METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5l8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT, OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS ) ^ 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN. LAP] SPACE ANCHOR 5 0#, MIN. TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �,P r 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH �, E ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Lu 0 D ° - ° D D GRADE 40 MIN. Fy= 40ksi D GRADE t1 z_ #3 & #4 LAP SPLICE _ r ° D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] a -I I I -III -III m ' 6 D D III -III -III -III- o MONO OR STEMWALL Z M — — — p D • 25"MIN. LAP [30"MIN. LAP] a I-III=III-III III III -III -III-' '- FOOTING MONO SHOWN ;• ° —' j �— — — - � _ _ • • -1 I=I -III W i=III=III I I -I D III I I I=III=III=1 FOR CLARITY D �' D _ —_— °D 6 MIL VAPOR BARRIER I I I III D o. ° I=III=1 I I=II= i . 0O R 1 7/8„ ' —III=III IIIII= ° 1-1 I=1 I I I III -III -III -III-, #5 REINFORCING BAR _ I I I=III=III=1 I I I I=I I I I I=III- D D' D D I -III -III -III -I I L-III I _ N z T I _ III -I I I -I I 1=I I1=1 I1=1I I= z III P=1 I1--I I1=I I I -I I1= .- #5 LAP SPLICE 1-1I I III -I I1=1I I I I1=1I I 11- _ ___ 1111111 • IIIII III=III=III-1 2 #5 coNT. III 11, , ,111=III, , , I I NOTE: I=1I1=III=III=III-II1-I - - - -I 1 g D D III -III -III -III -III -III= N _ _D ° ' _ I— . LAP [36" MIN. LAP] ON 3" CHAIRS III III II 36"MIN *FOR BEARING WALL =III=III=III=III=IIII; ' T COMMODIFI. (COMPACTED ATOM ' �I I I=I11=I I1=1I I=11I-1I I=III=11 10„ (TYP,) 8" 1'-4" 8" W/ UPLIFT ONLY — — — — � _ _ _ I I=III=III=1I I=III=III=III=1I1=III=III=III=III=III=III=III-III D1557) III Ill 1II11 I II I I, �,I I I, �,I I, �,I II I-' #6 REINFORCING BAR =1 I L-1 I I -III -III- 1=1 11=-1 11=1 11=1 I f-1 11=1 11=1 11=1 11=1 11-'' 4" 1'-4" #5 STD. 90 HOOK "-��I=III-IIL,,111,1111111�111���1111�11111;IIII-III-III-III #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD'� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE °° 11-1 '1=1 I 1=1_- El I - _-(1) 45 REBAR w/ OPT. ' iI I I I IIIII I IIIII IIII IIIII I IIIII IIII 11=SCREEN ENCLOSURE 5/8"OR 1/2" HIGH STRENTw/2x USS BOTTOM CHORD OR 2x4 #2 SPF @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPOCKING END (WHEN PARALLEL) GARAGE W/A HABITABLECH ABOVE)E UPLIFT SCHEDULE FOR UPLIFT NNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILSU.N.O. 5/8"° x 10" "J" BOLT @ 24"O.C. 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 24" O.C.) NSULATION PER CHART ON FLOOR PLAN @ "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE /—SIMPSON SP1 w/ 00) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. D ° . _ z D °D _ I I 1=1 11=1 I-1 1/2"(min.)- 4" 00 - 3 1/2"(min.) - 4" =1 11=1 I f= =1 I I -I I I I-� I i- '' =I 11=1 ' 11= (2) #5 CONT. I I I I I 4" I I I=1 11=1 11=1 I I I 111 I III -III -III -I 1-11I,_41,11—I III -III 1=1 I I-' Illy I' U.N.O. MIN. TYPICAL BEARING WALL CV STEP CC SCALE:3/4"=V-0" S3 MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 13" --I O.H.D. RECESS T A �. �_ .•. a -I i 111111/111 a. 00 ' I III -I I E 4111= T 'II -III •�'. •..: ' _-_I -III-I I ' •�. I -I I I- I-11 SEEA/S30RJ/S6�-IIIFIIIIliillll 1111�. FOR REINF. INFO. L 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 J CONT. BEAD SEALm d INTERIOR °.. 4„ a..'.da a a.. n. ;ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. ,TAGGERED, FROM BOTTOM LATE TO CONCRETE AN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB � A 'C E_ N �- I=1=i 11- 111= M 6 MIL VAPOR - = i'- BARRIER S3 S3 SCALE: 3/4"=1'-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)7 AT 24" O.C. MAX. FOR TRUSS - ° SEE PLAN FOR CONNECTION INFO ��; & LAYOUT DESIGN TOP OF BEAM — SEE ROOF PLAN 1- (2) HTS20 -50 FOR STRUCTURALr _ I=III,,=III,=III, IIII III . BEAM SIZE & CONNECTION INFO 7 11 2x4 #2 SYP P.T. FRAMING w/ =III III-III=III � I' MIN 7/16" O.S.B. SHEATHING , ,III , , SEE A/S3/J/S6 4" — 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 2 SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO SLAB STEP & RECESS ng S.G.D. M cn SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE z z M C E SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL a. O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. ATTACHMENTS EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE a ' ° r, FILLED SOLID (SEE PLAN FOR ____ _ = a a. 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) (3 J -III-III ' ° °' °� I -III -III -III -I' d WWF OR FIBERMESH r M Z= w o—III-1 1= a w I I=III —III=1I1=1II— w I I I=III III=III= z BRICK PAVERS or SLAB PER p o _ EII1=1 • • °0 III ° U-0" FIN. FLR.� COMMUNITY SPECS U- -- 11-I =III=III=III-III 11 _ — " ¢ III=III- - w 41 14 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 �' • '�I Los 111 III=III=III=1 I I=1 I I I I=1 11=1II= ' FOOTING 11=III=III=1111-111 I I ,III -I I I—' BEYOND PAD REINFORCEMENT I -I I 1—III—I i—' '- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE N.T.S. S3 I M N O N p.'I .s, LO O L0 `.1 e n L Lt., e � a°• , ¢ Z w cC O LLI 0 z ^U1 W LO i 0 'N u W\ L 4)N �M m 2 W .0 M O 2 o } O o Q •w: �' ;^ < �/ I 11 Q CV C 00 Eco (� L O 7C) 0 �a �) LLJ W LLI ow lu w0� wo¢ ¢�¢ <9Ye z Q <OX�U)0xu)1iU0,0 JO 0(1)jo�oomZZ�� (� i1) Z LLJj �0a Lu >ZYe0 ZLLO0W3�a ¢ILL �WOgia——gLu620 Q o 0Qe 0X 0 �<, O O z N 0� >U)O 0 O CM LO J 2 U) I- ry tl cM Q 00 Q Z CU I- Wz� W O J O J A �? Virtual Rev ew, I� I Plans Reviewon for plet id ssis a , Inc. d a compliance with ha 2 2 Parovele 6r� th E itio by Debr Anne K( N 000� 0000 N N N N L[\ O /] ti N N p 0 O 0 o � r- o I I I I ' I O V N LOqqit W w o I I Ln � 1 ^^- CO VJ } z� ¢Z w O O W 000 U —0 _ � Z j O owo r re a C®I ZOO O W n = <~g Q 0 z�0 V Irf www z �z OU 0 W Z ¢ z z w W J Lo CV LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO - - - - I1 0 :d4f 1,.l'�Iii 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE --2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED y� EVENLY HEADER FLUSH TO OUTSIDE OPTION T611lI�'.iZiT 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 SCALE: N.T.S. S4 12 \GYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + + CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO (I 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 1,45 VERT. IN CONC. FILLED CELL W/ STD. 90^ 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 OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 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 WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / O. •d C d 8" STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION EF7 NOTES: O 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. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO U-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J T �jJ T O MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 DC GARAGE DOOR ROLLER CONNECTION ASSEMBL ..,. GARAGE FLOOR - TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL ot 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 p�N�v 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -It VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a 'tARAGE BOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' 1 (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ) \—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( 1 STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (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. 00 SIMPSON HTT4 TYP. �p oR FN/N0i U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SEE TYPICAL WALL SECTION - PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) 0/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 L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. S i -� /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS a 'd. RECESS LINTEL 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-7 /1� NAILS TOTAL) EA. SIDE OF AB.,�N ICE STAGGERED \� 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST T-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+ F= 2240 LBS �7�+ SIMPSON n C (P.T. -ATE anViraUv ary SP2 SIMPSON 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON- SP4 co M d a d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2x TOP PLATE 2x STUD @ 24" O.C. MAX. ­, 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END LOUU z a \\:2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075#SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE F 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 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" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. 5/8"X10" J BOLPER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. C N O N LID 00 yLO A ' `gib z w 9'�'99 a v' � ♦ ��•. A 2 LU 0 z Q L I A' a) LO N E W L C �O' U >1' c0� ai N �.� W j `0 2 o y.. o 0 0 LLo C Q .Ns w6 QN ^` }U O 00 W C7W LU C WOE �— Q'_j �gI­z12� z t��JQOa�¢LLUO2JO Q Q U H f= DOo�Z�U-OZ20o M Ocn��OZoROOmZz U 0 O L Z JLOU a->U) zLLpW� d ¢0Uj � _ �wo�UOQ (n Oo o D oQZ�Q ,_a O O Z N 0 W S2 ti z cM O Q M LO W LL W ti L0 F- tY M oo Z U 3: LU LU O 4 ii Z ?3 Virtual Plans Review R view c mpl As ted .IllInc. i or compliance wit th 202 andpp f lth ed Edit on by Debra A ne I° "' No a o 0 0 0 0 ti (N N O C)o C)0, o C)I ; ' Z 0 NLU o o: o C) I I I c\ii cYi 4qqt I I I Z F- Qz W C)W 0LU coo VU� _V :Dz> 0 0�< Z aiY< I— Uj Z>-LU N W (D� (V z-,0 ■ ■ W ¢Oj Z> U Q 0 z0f0 O V z dz� z U � 0 _o W z Q z Z LU Wrl- 0 N LAST PLOT DATE z 0 STRUCTURAL 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 DETAILS (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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1Od TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ 7) 10d NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) ( NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 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 EFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR 1 - - -BRACING, AND TOP CV M M SEE STRUCTURAL HORD BLOCKING N NOTES AND NAILING 7 JFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ ✓OOD TRUSSES `° cc 1 1 2' Eo 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT T 24" O.C. ON TOP OF tle EACH JOINT w/ (3) OTT. CHORD FOR 4 RUSS SPANS 10d & (2) 10d TOE ' ,TTACHED W/ 2 - 16d �' u1 NAILS @ EA. END T EA. TRUSS JOINT "I (2) 2 x 4 LAMINATIONS W/ (1) ROW " II (3) 2 x 4 LAMINATIONS W! (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS •, ( ) x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL _ _ " (D = 0.207 , L = 4 1/2) OR EQUAL FIRST (4) ROWS OF I/C w/ (2) 16d TRUSSES FROM EA. OENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 1F >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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL ` EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :... 1Odx3" @ 4 O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR SCALE: -1-0 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. 15 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,..,--- -- , , .,2"X411 MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'4" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION rT SCALE: N.T.S. �S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING wl (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C 11 \_ MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH 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" - T-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" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W11 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKTw/(4) 1/4"xi 1/2'^SIDS ^^ ^ V VIV I. UL/1f111V1.] - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL W GABLE TRUSS EB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48 O.C. 16d NAIL L" BRACE ATTACHED W/ 1Od 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) 21"x8" "L" BRACE J 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 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C1 Uj 0 v o ' 0 d w o W m o o i Nt q Nr C'i W o o e o Q —.--o 1 m W NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ('L � AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS MAY Q 2023 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 'E Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne I(lahr PX2300 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. i M N N N LO O 00 LO e > e C v —9 kA k cz LU LU 2 0 3 0 V e - UJI o z i to NL- ^, W > ON o U 0 c r) 6 M N N V 0- u 4) ` L W pU 8 _ 0 0 rn p tL o R Q < •(A LU QN V C W L 00 E!" O a � W LLJo(D 0 LLI U) W O WQzwW WCm QI— V 0QW,'0O0� OJOpf <0WO§zZLLOR00mpZZ QoU QJa OO Z¢<Q0-z �ozmga IL �0�<0 We°W°�vO LL O W �f-P �YZ Q Q 0 0QQ oQ 0 U_ O O Z N OW _ U) ti O z cM Q CO if CL U) �U)�ti z LL] < LO F— 0� 11 M o �0-2 z0 W W �c:) O CD d' I 7 f I I 1 I „ I 1 N OoON 0 0 0 0 N N. N N U N N o O Q O00- I I I ' z 0 NLo WOQj00 I > N� M 4 I CO Z H Z Z QW O W 0 �-0 V �zz U00 � Fn �=z>_ � -0 0 goo Z aWa l0 WWa r—I = 0 mes it f-�_2 N Z OO W Qoj Lo Q 0 <§2 ZWO O �/ Z 0-z� z 1..1.. Q � pU _0 W Z z z w Uj J �i ♦ Lo O N LAST PLOT DATE Z 0 STRUCTURAL DETAILS i 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) 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" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX, SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) -ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL =) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS 0 = W/ (4) 16d TOENAILS TO TOP PLATE 0 W 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = Vj INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL--S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ' ETAL SEAT ER PLAN ' p11.1 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" a:° . GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 901IOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN 9T SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M C-)4"x4" INSPECTION PORT AT LL = a EACH FILL CELL TYPICAL LIJ co 1x WD FURRING @ 24" O.C. a 0-AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c N a ; ' '4. da FINISH GRADE 00 M I —III _ —_—_ __ _—III—III—II 1—ICI—ICI—ICI III a °' °' 6x6 w1.4xw1.4 I—III—III=III—I I I I '• . b I I 1=III—III—I I-r _ r WWF OR FIBERMESH" I� II I II I II I III I II I II I I I II _IIIIIIIIIIIIIIII IIIII I I II I III II II II 11- o IIIIIIIII <' II III III, III —III- STD.90`HOOK (3) # 5 REBAR ON 3" CHAIRill (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST.. 2nd FLOO BEAWGIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd r-LOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2 NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR 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 "T"AND CORNER DETAILS rN SCALE: N.T.S. 16 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 SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS 11 END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( 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)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. . TR (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING .AS REQUIRED PER w o SECTION X-X IF NOT FULL U r HEIGHT SHEET- ) Z 0 _ G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl r\/ATIPIAI nlAnnAAA 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x C BLOCKING @ ALL o C SHEATHING EDGES (SEE OPENING SECTION X-X LL0 C A' x R w x E LU 2x STUDS w BEYOND. SEE PLAN O 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 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/ 7116" 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 VERTICAL BLOCKING SECTION X-X SFFA��� 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN%". u) Z ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. o) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J LLILL � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } ¢ O n w/ Sd COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. ¢ �P000 c~i) F m LL D OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w O O h MEMBER IF GABLE END K c L` NOTE: C WALL SHEATHING INSTALL. 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 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppxTFn� FLOOR TRUSS / DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS EA 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'-611. (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) 10d 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 a o q 4 n ° _CD °_I III —III I— —II �° : ' ° °'—III—I 11= -III IIII III- -I—I—li 1-1 I I —III —I I 1== —j-(3) #5 COAT. ON 3" 8 I 1; 8—I I —III 8 Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. FNi,I,� R B EA 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 WWF OR FIBERMESH C d. ': •4 A .. A A E 4 d ° . ° d 111�1_ �114 d 4 e I (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING YY m 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" 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. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 ;f MAY 3 0 2023 virtual Review Assist, inc. Plans Review completed and approved for compliance with the 2020 WPM Edition by Debra Anne Klahr PX2300 / C0 N O N It N ` LO 00 t 11 r, a j ` I " l � W � a o -`` Via" L.L z a ^l N E L W L 0 q �' c7� 4i C 7 ro N co t ' M V) V -0 - 2 M 0 :E } 0 O;o O Q —t }# • (n LU a)� oE`c ° o 4 'r LILT W 0 W oUi C WOE HLU -Q D' - C�9~z0f 0�0� �+- Q Q V F- J<O��<LLUO0 JO �0x0 z�LL0—z2C),-¢Q z cU) z0W00EDz U 0 0 Z 05 LU _j 0 a> Z Y 0 Z z LL 0 W 0� d JQLL �wOga�-�w232L) fA 00 o � 0Qz LLa O H-¢LL O z W ® I— (n O >C.0 CD ��jMl` z Q Ln U) U_ U) ti Y,_7 Z I.n M 00 Z0� Wz0 W O J O O I i ? Is I I 1 I lji, I 1 N OOOr ■ /� 0 N 0 N 0 N 0 N �_[l ) 0 N N O C) _O O O., r, r C) C) ' z O N Lo U j o O O O I I I Z f- aZ Lu -1--+ C)Z W 0 O 0 0 LU U _ �Z5; U O o�< z Ca LU m LU (V (V z�0 o� LU ■ ■ O z�0 C)Q U 1Z� z (� Z U 0 0 °- m Z a z w W ,^ N LAST PLOT DATE Z 0 J STRUCTURAL DETAILS - MONO I 1/4" MAX n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. _ TO PRODUCT APPROVAL FOR CON3/16" 0 X 3" LONG FURRING N. APPROVAL FOR CONN. 1x4 P.T. ix4 3-1/4" LONG X 3/16"!D / FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1/21� DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2"' TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH ENDS MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON 16" O.C. & @ FURRIN( END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT a" OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS Z-01' — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC !ll�i�A7e1+t1 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END — VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS �_ EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (- FIE F 1 4 - I 2f +5A NOTCH WEB AT L\ FIRST 2 COURSI " 'rT CAPACITY = 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d SINKERS AND (7) 1/44"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 41%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 INT. D NOT FURROW. JOINT. 0 0 U .........:.: ' SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" 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 (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. xsI I -III -I II -III -III -III_ g . 11=III=III=1 1 ; 1 1-III- I- D — D III_III-III II IIIIIII IIIII; GRADE ° ° Cl) p z rSIN �N D . (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IAI•A(`r'CDTADI C wizC rAI 1 TI/1A1 FILLED CELL INSTALLATION H SCALE: N.T.S. SS S =EkRCH PLAIN AND PRE-FINVII MILK331aESIG" �'Ce, iA I:`K T"� i EEGN .'R4Rf -x 3UD - _- AILLIMiR 1 EDGE BRA; WALL T'v,P,E .-....1_.mm� I ALUM r C1NA P1-1-IPLAN I I _ 1s '4«tT I1�PAlNTETI I ! ,'., SS NAIL teed 5j'JV'H1kD FCHANNEL- -_I.. 1r t^ FASTENED DIA 24 O Cy. PER I NTE 2BE.TCW I 1 . CO1 T'VENTED OR SOLtO SOFFIT CON_ <4 NALED TO --- eioc'K➢NqT NAILED TO iOP H R FI FPLY HFR _ RlSS ' 12d NAILS, TYP_ I,. 1 _ G J I . ELIFER TO , ERI F'"„E_ -. •'IRE ,_C,4 r MATERIAL SPAR E-AR'A,CITIES EASED CI11I IH C SIIa RI F , EC PE1m3FfFt�F H G(F14PUNLNiSANID(_LARDiNm LISTED IN THE DESIGI14ERFERIA (DN SHEET SIB[_ R FOR S-OFPCF AIFTACHMEN T AT WA.I..I_ (PER �4 FIFIA ALIM4 INC HL 6544 R5 FI., P )D fC T PPRD`y`A1) F CHANNEL FASTENED F TE ); 1U ,..' T KAIL .09711 DI. s ,4.1 (E 11ITI I EI IREID#2ENT - NE_ OD %v!: , 316, GA, 34 KI . CROOK' -•I —STAPLES,}; 24, N S , C C. IN D1R v1E 3I;l3T. PATTERN ��q g 5� Grp; p =��t IW�B Fz�'1+�"�y3�=Ir �? Ek�Sp 1F' k, , F v9R PL'� r�T� 7` € ;.�'!'Y+J i�'C VI STRUCTURALT ALE �.. i ?'' `I FOR ALUN41I IU � ; �r1 IT WITHP F S REV V 0928 a_!I I21 1 - INSTAL L LAID SPAN HI t C: II I G PER THE I a F) F11 Pi"i .NSTA_L,AMCIN CIRITEPO 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H. x (2) 10d NAILS @ 8" O.C. OVFRy�N TO TRUSS TOP CHORD �F + + yCTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP e EACH TRUSS CONNECTOR SEE LINTEL SCHED. / 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) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI. MSTAM STRAP RCAI F• R/4 CCC CLJCCT MAY AAIM z 0 U_ O w D U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 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) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° •a"• OVERHAN �:, •• RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1 !-0!! 5'-011 lk NISH FLOGI T > D D •.� ° ° D #5 BAR p. 10" ° ° a CENTERED W/ D .D° •. .� 99 Hq0IN TOP o KNOCKOUT / e� CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN I — ', D ° ° AND SECTION DETAILS -I CLEAN FILL -I ° DIRT 711D z ° STANDARD o 9(Y HOOK N #5 BAR IN FILLED CELL , ®® egg ® ®• \ 0 ns y • 9 9 „> ®• 9 0 es ®• \ B r Six STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM MAY 3 0 2023 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. \/RA Virtual Review Assist, Inc. Plan s Review completed and appr for compliance with the 2020 FBC 7th Edition #5x6' EMBEDDED INTO by Debra Anne Klahr PX2 00 O EXISTING FOOTING 2 #5x6' IN N 0 C. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY rA I EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. M O N N a ` > LO o co Ny�LO S F dv. : 0 ®F U, T1. y 5 ^ w z Q (A Iv L-0 0 L W L 0 12 MCV) co co - N M 2 V) V -5w 2 m E -= O 0 2 p �rnrn y- p VJ LL N Q 0 �V) u W QN C 6. oE,� 5 CO CL W ILL!C7 W w WQ: LLI`' LU F- 0 Q �0 2�QOa�¢u-UOOLL�O Q Q o220,Q�¢--<Q OWXIzo O0 00Z UJ Z=apW OzA Ww(nWU50 W W Wd aCL 0LQ QUCYQ D Lu QLL O OQ� w I O 0 Z N 0� DO O ��j CcM� Lo —I 2 U) Lu I-0�0.cy) Z CU Wz� J 0 d- t +x LO O CD C) 0 0 0 N N, N N LO f� N Nco O O N L0 W o of O LO � � cam; ri -.t —I ZF z Q w -+-�+ a--+ W z O ozz w00 �z� 0 Owo '— Z CL I— w � �WF— T..I = m Et w (V fV Zoo Q o QLuOf O U az" Z z ry�'�/ 1' Z 3 2 pU _o W z z z Lu LIJ u/ p N LAST PLOT DATE Z O STRUCTURAL DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). ­­i vviv lulu i iu) ivu ivr-uw FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE:' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 112" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SINIPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT 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" = 1'4" RINGER GLUED D NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED- 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS R SCALE: 1" = 1'-01 W 2x4 SYP BLOCKING FOR STRAP r(SIMPSON MTS12 w/ 1 (14) 10d x 1 1/2" NAILS) 17L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ��N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH Fr STRINGERS 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE:' = 1'-0" -3/4 PLYVI ON DECK --2x8 SYI AND N) FRAMI[ 2x4 DRAF STOP 2x4 BLOC[ C SCALE: 1" = 1'-0" 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 — c 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER7\ (SIDE) TO BOTTOM EDGE OF 2x12 [STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4' X 2 4' 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 POST PER CONTRACT (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G'' SCALE: 1" = V-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 /`-\I M k oUINO I MUU I IUIV UM I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x' u POST LET INTO OCK DE 1NG )X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOO R TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" MAY 3 0 2023 VR//\ Virtual Review Assist, Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 j M N O W .. e P Ln m, ` w W t r �r y_Ly z , e i z W p Al f 0 LU z Q in 0 N > W L 0iq U \ ' 0 co ai N V -0- 2 e }E -i S L p Z) 0'0 2 o 0 LLo a Q N V! U W N V) W L p 00 W vi O I- Ld w i-~ W¢�zx 0 O ou��QOW¢ Q xC) OxJn>O0-)0- °oo0o 3F oZEmz � nwwcZ�0=)OZapwwwYozwOo pz WaQO ¢LL Yo Z¢¢ O¢ =O¢x O w O O Z N Q cn t` 1-co MO Q � M � 2 U) z I awQ�n 2 00 < Z U z� W WQ J O LO I I �j I I I N 000N LO 0 N 0 N- 0 N 0 N N N o O CD0 O I I O 'n N Lo W C) I I I N� M 4 00 U }H zz OQW }i w z o zz O � U 0 U Fn � �zj LO - O owc or< Q z a��a F— �wQ = mFw (� F-F� Z=O W IZ QOU) ■ ■ L Q O Mfg z=o CDV 0-1 d z" z �z H� Q � OU oCL 0° z Q z z w LIJ J 0 N LAST PLOT DATE O z0 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES, 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12, LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 4^Wr-4RET411111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12.0B 8F16.0B 8F20-OB 8F24 OB 8F28-OB 8F32-OB 8F8.1B 8F12.1B 81`16.18 8F20-1B 8F24.1B 8F28.1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 L7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 L 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 1 550 784 1 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR I NR NR I NR NR NR 129 250 1 450 654 1 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-*qETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-0B 8RF14.OB 8RF18-OB 8RF22-OB 8RF26.OB 8RF30.OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-IB 8RF26-1B BRF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 CAST-CRET'E SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T--6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST.004" ^'�► SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. 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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41CAST-4/4ETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T BF121T SF161T 8F201T 8F24.1T 8F281T 8F32.1T 8F8.2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 5569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 1 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6 6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210411), 2571(10) 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606(14).783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 1 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 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-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-IT 8RF6.2T 8RF10.2T BRF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 1 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 2 552 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 >o ` >C � D c c c 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 °a D ° �4 �o > D 0 ° 4 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & 2) COURSES OF 8" K.O. BLOCKS C C W/ (1 5 CONT HOR BAR IN EACH - ALL GROUT FILLED W-1 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. cn cn X o C xcn m�' ° O co awUw-� a a #5REBAR AT 0 p o W a BOTTOM MIN. (1) �<oa�17- z REQ'D <� Z w < w 16 GAUGE F ° POWERS STEEL LO z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR:. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J H Q c0 L6 Z 2 OO w z= co C C -#5 REBAR AT TOP' MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-518 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED IFQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81`16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT) REBAR AT TOP O 0 L - - - - - - - - - - - - - - - i 1ST FLOOR LINTEL PLAN {ELEVATION B' 3/1611= 1'-011 MAY 3 0 2023 Virtual Review Assist, Inc✓/'� Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N O N � N o e o ao � 9 e 01 ! '�t&a < '4 °° g" gti z W ro'tig- r W r7 z /N > O 04 o W L " 10 o U (y) N d o V -0 7C) Co' -L' t Q U o Oo < g) O s U6� }� • (^n` % LU co C0 7W L C � .g V a � �t r, LLI 12 LLJ Cn W O I-- LU "LU LU LU 2 0 I-Q 0 J W<~z0 z xZ) I.L Q I'- U JCn03:Q /0LLU0O =�O�O�`ORCOCOoZ<< JO 0 0 Z _3�a>zYeZz�0Wo�IL j <oW<�_Wz��c�°0" LL OW �I-� gWZ O Q O Q <LL << LL >Il 0 Z LU O� > (n O O � CM O a L0 z U) 14, LL U I` z < L1J 11 Lq co Z U W J O O �t I I I;� LO N o 000ao N N N N N N O 0 N W O o r N N ' O CD z ' O N `) o o, o CD o 0, I (V, M 4 In O i Cr� m Z Off/ Z W 0 }, W Z zz Q U WOO W - =)Zj O Oroa Q Z a- Q F- Lu�Q N(D= n F�W N W O zo= ■ ■ W <� LO O Zxo O z U gz� d Z Z H U < 0 0 F-im ZS11 z W LLI J � Lo V /CN O N o LAST PLOT DATE • . April 24, 2623 Z4-0 J STRUCTURAL DETAIL B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR C 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)05L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" C-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" C-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 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 473 328 455 2 No. 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED j (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 164 164 124 179 (2) No. 5 N.R. N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" U'Rei J, DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ L'QUANTITY OF#5BAR AT S-SOLD LINTEL -1 I LOW ER LINTEL CAVITY [8x1j 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51- (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 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 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 64" 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 64" 514" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 714" 614" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 1 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1141 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 1214" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-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) 7116 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 174" 16-0" PRESTRESSED (2) No.3 2 7116 strand 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1035 1035 478 936 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 461 446 872 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 834 834 390 763 No 5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 720 720 366 716 No 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITYOF#5BARAT S - SOLID LINTEL � I LOWERLINTELCAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD. PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DErAIL'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' 2'-4" 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 (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578. 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 loco 1000 686 903 _3 r .! DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S- SOLID LINTEL -1 F LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ J L QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL 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 (0)#5L (1)#5U III#5L (1)#5U (1)#5L (2)#5U (1)#5U DETAIL'E' DETAIL'F' DETAILTAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2' 8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 34" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-W 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0.. PRECAST (2) D4.5 WIRE 2 No.4 1411 1 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'4' I1'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14--0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'4' PRESTRESSED (2) No.3 (2) 7/16 strand + 1207 1207 605 938 (2) No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2 1095 1095 551 887 No. 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2) No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 655 655 340 645 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No.S (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 399 399 217 412 •,r. •,r. •.r. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINI j LQUANTITY OF III BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-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'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 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 74" 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 914" 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 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 1314" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 7948 1948 1093 1591 2) No. 4 5'-4" 74'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1008 7008 573 1048 2 No. 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 850 850 471 923 No 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEL/ r'QUANTITY OF#5BAR AT S -SOLD LINTEL I LOWER LINTEL CAVTY [8xl 6-P-1 L/1IU] NOMINALWIDTH J `QUANTIFY OF#5BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH 'CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR - LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##55(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK'. 3'-8" 2'-4" 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 10000 9686 100DO 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" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE - (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-01, PRECAST (2) D4.5 WIRE (2) No. 4 1563 t 1563 1113 1455 yi .'1. yi.�•1 • yi �•1 . DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5BAR AT S - SOLID LINTEL F LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJJ `QUANTITY OF#5BAR 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. 3000 PSI GROUT (PLACED IN FIELD) 2" �o co LF) MIN. 7 518" TOP LEG BARS: (SEE SCHEDULE) 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 ^ONTINUOUS REQ'D. CD I'R-f-7/132" PER STRUCTURAL PLAN STIRRUPS AT N-0" cc 3.) MASONRY: CO M (TIED OR WELDED) 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE ti--BOTTOM BARS SPECIFICATION OF THE NATIONAL CONCRETE MASONRY SEE SCHEDUE ASSOCIATION AND ACI 530-08. M N 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S.LM" IN. 4.) STRUCTURAL: 7 5/8" 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" NOTES: PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 42 DESS FROM THE SAFE LOAD ABLESBYCALCULATINGMAXIMUMRE ISER MAY EVALUATE CONCENTRATED DNGMOMENTAND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0"CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (7)#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" 1 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'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 2799 2199 1219 7846 No 4 7T 16'-0" PRESTRESSED (2) No.3 (1 7 16 strand 2-4" 1698 1698 944 1546 (2) No. 4 19'-4" 78'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2) 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1254 1254 702 1271 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1092 1092 614 1167 No 5 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1023 1023 576 1121 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 898 898 481 947 r r TYPE DESIGNATION ` �� ',��;! `, ;.•� P - PLAIN LINTEL/ rQUANTITY OF#5BAR AT :•i^• w1• . 3• S-SOLDLINTEL 7 I LOWERLINTELCAVITY [8x16-P-1 L/1 Ul NOMINAL W IDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY LJC IJ-ML V LlCIAIL t" L/G IFiiL ld GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE - LINTEL STEEL TOP. WIFE/ BAR - LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD - UP LIFT SAFE LOAD - ' SOLID #5 (1) U (0) L SOLID #5 (1) U (1),L SOLID #5 UU(0, LL SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3' 8" - 2'-4" 20" PRECAST (2) D4.5 WIRE. (2)No.3 7665 10000 - 10000 10000 4'-U' 2'-8" 2'-4" 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'-0" 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" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 - 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 ::' DETAIL "DL" DETAIL "DM" DETAIL " )N" TYPE DESIGNATION 9= � F WoW [8X16-P-IL/IU ] �JJ L °yAT am H / UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 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 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) 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 1 396 1 489 1 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24F1 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 #511)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'ID1 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'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 100DO 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 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 �978- " 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 4-' :; ; r DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION "Or:ML III uilIa Wft TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINALWIDTHJ J `QUANTITY OF III BAR NOMINAL HEIGHT UPPER LINTEL CAVITY MAY 3 01913 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FOC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'4" Precast 1325 4624 4'-0" Precast 1041 3358 4'4' 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 11'-4" 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 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended cM N O N d' N _k F`...v 9. 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NY, or OxKo �Ijporfmm%, Florkia Nparknorl of sunporess & Pecfesullanal Regulall'on Pxwl 41 Building codes a rW Standaids lits'llm Product Approval Appilkation Detail - I � klo�� , 1- I ' ­_ - care � � � . :, : � � I � I � 11, - - � � � : �:::: : � 11 � I "I I 1 I : : I L: . � i i r ,� , � � I&ITY 91 � . � 1 I � 1, � � . � I 11.1 I . ,.., � : ­� AM . ,1 - I I I � - ­1 I I I 2& Date Earldl - I � � Lass TVM Yjallao, mculmalow 9moull I yaliddac, - d" lea wilelft EM allow XAU Rvorsan, 2a.'S PUT "'Arlo joers neoliodRo afeard-Weas 61.00- CER h%nio-Oludy SooQ - VAL 11olsoellIo IMS'No2a 1112,412*20 ApRoddod cee.gw E­ D-e Im. $� 480"W'd t7ils:� 315-25RE taoc�g.ia: swlda��__ o-, k-,edite- 1"asioAdewQrsTalsided"es 0 Dacroft— Nalluxi C.Vffaii— on. - . Lreling am BANdlo=2194SE11 A--atAngaaam UplandI hasonzwk-r-LIA, limm 9r" I-6q-* lolialobow- N_ Forcoaded !D --- San- Od- i��� Pol-M29 qgLSreod Promr R.10d.A p— R . Z=dA a 55- IL,W U-1he h4aiiaf , 't 'Anal aliam; Gdoes noar. I . 'red y,o We March 6, 2023 � _% I � _U il 0 � � 0 U, 21:X �i� � � 910 � � � X ml� � � � � I � 1kTQ . - off As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please prolvidie the information and approval numbers on the building components listed below if they 'Mil be utilized on the construction project for which you are applying for a . .:.. —I — ----.----------------,- .____:___ ----------- -- - _ __ , � ___ � � - _______ --..--... - I I Categiory/Subicategory __ - ____ - --------,--, - - � ___1_______ 1.____­� - I - � — _­.. I- ------- ______ , , � I Manufacturer, � - - � - --I----- __ ­________ � � , , I � , - - " - - ____ ____,___M --- ��----�---,-."-----------,------ - __ ----I F - ___ __ ____ - - _______i I Product Description 1. hApproval Number(s) h � 1) - - __ ___ - - � � . I ­_­ ____ �_ � ` - . - - I ,' Test Pressures i I �� *a 1�2 _____ - ________ 1'. EXTERIOR DOORS I I 1111111 = I IIIIIIIIIIIIIIIII = i �__ - __ - _­_ --- N i �� === = %_%=�_­­­ �­�_ A. SWINGING -------.---.---,�-----�--�.--�-.- 11 k1amill ������ —_ _____ , � .111111 . - � _ . � . I ____#I I , I I I Fiber�-Classlc and Smooith-Stair (NON -IMPACT) - �� : I IIIIIIIIIIIIIIIIIII, '' - - ------ ----11111101101 -�67 + 67. 01l' .0 psf ­ ­1 i I Tberm aTru ___ � o . r: i F=J.Ilii:l�:l� i 7 - 1 iiiii 11I � iber-Classic and Smooth -Star (IMPACT) . I�IIIIIIIIIIIIIII=r 1; . =21 ___ - I +67-0i'-67.0 psf 11111IMM 11M 1111M - ____ ______ __ I i ­1 � __ �Fiber-Classic and Smooth -Star (IMPACT) i - "I I - ___ __ _____ I - 1 +80.01-80.0 psf I AM I -Will . - - I --- ___ � - ____ � � " MI Windows and Doom � __ I F ��. 7-7, i k i I I .� , Series 420 r1FL153321 -FI-1533Z5 I . __I ' l +40.01-40.0 psf I NIMIRM - . M ",",,",, ____­1­.____­ . I - - __ _ - ______.__ -_ - - - _. � ___­__­_­­­___.___ 'Series 5570 . , f -1 :NOA 21-020&03 � -1 - -_ � +38.7.'-38,7 Psf . _........ ­­....._­.­_____ --- : Pella Corporation I ____._­_o________ __ __ ­______ ­ - - I � I I � � .1 ­ . .. - I _________________________1o__ IIIIIIIIIIIIIIIIIIIIIII I Wayne -Dalton I s li ____ . .M--.-....-....--.�....--,----------...�-.--.----..---....-...-....----..-..-�-.�.... hSeries, 8000,18i 1 00/8200 #1 105 (8X7' . r '' . i : ___... __________________K8MM +31.0/-35.0 psf I - __ ------- ","",', � ............. - - ___L. Wayne -Dalton �! I -..-.-. - ------- - IF- - �: Wayne -Dalton ,. --..-----.---..-.-------.--.--- i I - Series 8000,18I 1 00/8200 #1 123 1 6X7) i__ --.--- f, _________.__J - 1111 .-N h I I I or is -1 124 N 6XT . � 3eries 8000,18 4, 00/ 200 # k ) � __ IIIIIIIIIIIIIIIIII! ---. -- _ � I : I 1 +30I 7______.____­__ ­________ -----. � +34,4/­3�.3 psf , IMMOM - I - ��� "I'll, ��� ������ I - i �D. METAL LOWERED DRS __ ____ __ ------------,-,-----,----,-�-,[---,-------,-----�,��,----�----- Curries Dixision of AADG, Inc 6 . - ____ _____ 1. . - ____ �6077OT727�747tand 847 Single & Pairs of Doors . - F I I I � .__ r ,I �� NIA (see inst sht); I - --- ____ I 1 IM, i" ������� - - 0 - =11gi I � 11 ".. __ - __ � - ­ I 0 i : : - A. SINGLE HIUNG -.,., . � � . . i -i MI Windows and Doors i : i i L _____ _ - __ - - ­ - ___ __ __ I 12111111111f . 0/_ . 1: : - - .. - I _11111MIM111 MMIIIII .. . - . .- � I � i � Series 5500 - -111 I I ---..,- _. .. _____­ __......____ � -­ �� 1111111111Boom I r .i I Pella CoWration ,I ii I Series 10120 1 I : i +35.0,435.0 psf � I __ - __ ________!_—MI�� - - ___--ff . I Pella Corporation : ..-. I 1 +6aol/_60�0 psf rKW=M - --- ­ --- ------------- � - - I I I � I B. HORIZONTAL, SLIDER 1, ­­___ - - ---- ----- , IvIl 'Winclows, and Doors ----�q���:;:;g;;:�4:::;:::�::-;I.m�l:n:�:::N�=";:::::::NN:=::Nj;�4:���::::P==:�g_--�� ____ i I Series 188 i - ­­__­=�� ____J ; loom __ __ - -..-. .______._____.......__._. .. -.-- - __ - I - - I Pella Corporation �: I-------- __ i ! Pella Cogoratio,n ,'Series L___ �":;_­__ - - i I Series 1 0120 I I����IIIIIIIIIIIIIIII I . .- _____________ ­­--­­­-­ "'---"'�':-'T"';�:TT2�'�=�2'�-- ­­­­ -'----- ------ ______ I m- �I 11113111 10 1`31ld-no Window ____ ___ ___ - I � - ---,-.,------�-��..�-�-�.------, +30-01-30.0 ps f --]11 I � ____ �_ EIREM ::11 "I'll", 11 - - - - - __ 1101111111111111ill IFI14:41 - ___ ___________________ I i MI Windows and Doors i - ---- ---- -- ___ _____ _________ L"M ::::::: LLLL � I IIIIIIIIIIIIIIII: I I - , _b os i ill +6o.o/-6o.0 . . . i SEA �� __________IIIIIIIIIIIIIIII�i I i� Series 1 ,552 1 0 1 1 ,I'll 11. __ -1 I 13R, ��������������������������������� 111111111111IM12IIIIIIIIIIIIII ________________._.. __._____.__ � Pella Corporation ______­_­­,_____­__ . .... .. ...... _,__­_­_­"­"___________ -----------, 1 Series I 0/20 I I I ____ +50.01-50,0 psf 115MM : - _ --- ____ "�,-,-,-,-.--,",�-�..-------�� _ Pella Corporation ii - J.10 1____________ --- --- ----"----.--��,.--�,.-..�-�--,-..,..,-�,�,.-�.-�.-..�-...."---------.-.��.--��--��------ . I - -1 Sedes Flange ""xed i - I 0 ______ � - � MI Windows and Doors 'I � i I i j I Series 5764 _­ ffnng� li�������lli��iiiii,lilli- __ _� 11111111111111�i --i I .Series 5500 .12 Me W� I 1411111111091111 I I 1 ... '', 11 . . . --- 3. PANEL WA�L,L --.--= Ill! IIIIIIIIIIIIIIIII 1111IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11- _ r E M R, III � N ",""I'll, I I ;James Hardie Building Prod. ! ­ _.._1____.­______­___ ..--....-. - AIIIIIIII�; I . . . . . . . . . . . _____ I I __ I - 2-F 9 FL131192A -FI 13192.2 ffl- 11 IF111 NO '111a, 11M =1001, ol- I ______ ____ - . . Soli d and V ent ed V My I Soffit :FL15272A - F11-15272.2 . � I - ___..___._..__�_. ...-.--..-..-..---..-- .--. ------- � � . - +75.0/-7;5.0 psf I 1 -_ - IM-1 jJ0,jr.jJWA)0AQj . i I �Alpha Aluminum', Inc. ... j1__.___­_­_____________­. I --------. -.-- I 0 - I Solid and Vented Alumi num Soffit I 11211111it-REM . __ ..._....__._._ ______ 1111 1111;1I ;;;;;;;; EM 111514K. -Z "I ; Komi#= ____ __ - _­ I � 4. ROOFING PRODUCTS I__ __ .___.___ ...... ____.__________..____­ - I - IIIIIIIIIIIIIIII ".-.... _..... _._.____­_., 1111111 � � 111111IIIIIIIIIIIIIIIII - � . L 11 I 1 I 111111111111111111111IIIIIIIIIIIIIII I I - I : 11 A. ASPHALTSHING, ES___ 11 - I ­ . . I . I I i 1301M. �3 Tab, Dimensional-_------- 11 I-- ___ - _____ - - - - - - � - � I I ; B. UNDERLAYMENTS : I __ - -------- - - ___....... - . Tamko (1br Shingle Root) - 1i Plyglass USA, Inc, (for Tile Roof) ,'POLYSTICK Ili � ; � I , 151b Felt Underlayment I I.I����������������������������������������IIIIIIIIIIIIIIIII � ____­___­_­ I 0M -i I . I TU MAX � I ON ___ S Iffliam KREMIM ___ ­­_­ - — ; C. ROOF INGFASTENERS ILILOXILIM7-- I .4ii-­­ .... - � � IIIIIIIIIIIIIIIIIIIIIII - i. i I I Do ROOF VENTILATORS - ­­____... I Thompson Arch Metal Comp, I ii - -M] i r-mX11:411N, im ;;;; :1 A Florida Metal Products. Inic —I ::: - Jill r , 12: "I . now- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN IN � , . . _... III MOT1.1129M WDA-4- .__ _... I—— _......_­­_.___­_ ___ ________ --- ___________._________ - Exahust Vent 111111111i ���illillillillillillilliillillillillillillilliilill���������������� � - - . +97.5/-97.5 psf � � E , ROOFING TILES I . � M.* . la, 11 MIIIIIIIII - _____ __ ___ � - � - - I 1 FL7849 � 27 - FL7a49,28 1 FAMON . ! ,-.-. 11 - IM ..-...--..-------- __,__._.__.________.._.. --.---- ___ �� lI F� METAL ROOF I ������������������������������������ - � - ­___ ____,_"____,, j, I! . I 11 1 Drexell Metals, Inc. .i ____ - - —I[ - 1. . ------- [ ! 7 - FL7849.20 , I� FL 1 849.16 Saxony goo 11 - , ____ - - - � I ­-- - � - ___ i I I . . I DIOC 100NS, DI'AC 150SS, DMC 175S, DMC . . 200S � DMC 5V � --- - - - ______ i __ �� IIN�� i I i I � i i 12/3112025; ___ _� . I, I - I ","", --��..---.--�...-.-----.---,-���,�,-� � ____ -1 5. SHUTTERS I 11 I . I I IIIIIIIIIIIIIIIIIIIIIII 1111 7��11 110 1111''Ilp, IIIIqI A jill., 11 I a, 1, I M_11111111�_ - ...- ____ �� : ;, Global Protection Products ' : i. � ­­­ -----..��---------,--�--.--------.----..-�......-----i---------..-�- r ------- --- -- .i ;� Galvanized Steel Storm Panels; . .! ., FL15076� 1 - FLool 5 I . P, I �All American Shutters & Glass !G:alvanized Steel Storm Panels ! 1 - ___; 1 —4 � ___ __ - 1 I : �6. SlTRUCTURAL N 1 M . - . COMPONENTS ­111111111 i I ��������������������������� 1 1 ����������������- i I A. WOOD CONNECTORS/ _N i USP Structural Conn. I I'll, ",',""I'll - ANCHORS -I Simpson Strong -Tie ol �__ ___,_._.__________ �B_ ,-TRUSS PLATES I __._____ __ 1; ------- ITW Building Components ,2 �]M__ - ­_____­��_�__ i- I _ �Alpine Truss Plates I ._,...._____..._...... ..--..- --- : : ! 12,131/20241 ­��� �M""""�­"�� n_"_� ­__._.___........_______.___ ..------�-----..........-.-...-.-.- ;! 0 �__21_91_ 111:440 ; 11118A -:IMI __ _. -1-- - - -.1 - _­ , - _: - � MiTek Industries, Inc, 1,� I 1. ­­ � - . - -------- - iiiii . __ - �i:�illr-tl-749--I--I--40� ____ . ­_ __ - ______ : : IFL219701 - FL21 Truss Plates 745 �: ! I _­1111111111111MIIIIIIIIIIIIIIIII . . � . . � . ____ - . � --- 1­ ­. � I ­­ - . -..----.----..-- ____ I - __ - - _____ _ 1 1 111111I 11 - IRIm Board, Lol PSL L:SL, . ____ 11111111111111121111111111111112tarM : ' 12/3112024 ' 1, - TkjQ1 190 =I R19011 i i Ii Cast-Cretle Corp. 1; __ IL —, I Hip Strength Concrete Lintels . NOA 20-0630.15 - , , - - � , -, - - illl 11111111111IIIIIIIIII I 0 EIIIIIIIIIIIIII ammu - 0 R. Loam [Me I= 0231111,01113US, -=I I ----------- ---.-------, High Strength Concrete L,inti,els I 124111M � : 11 I 111 __ __ ______________________ IIIIIIIIIIIII .­_ .111111 �������������������������������������������� iiiiiiiiii - 11111111111111111111 111 - - �� I— --- � IIIIIIIIIIIIIIIIIIIIIIIIIII! The products listed below did not demonstrate product, approval at plan reaiew. I undeirstand 'that at the time of inspection of these products, the following Information must be � available to ,the inspector on the job-s-ite: 1) copy of the product approval, 22) I I . . 1. � . . I I . I I _____ I APPLICANT SIGNATURE E PER 4-of (D (1) _K__ Florida Departionent at Rusine�irs A Professional Regulation peat i CA 3 U) _(0 (1) _+-, BuRI Codes and Standa rods I QM2022 -0 > = L) (1) C) a = Product Approval Application Detail I- L_ _0 I - �� - ��­ - I � I ` I - - , -_ I I ; 11 I 11 I � ­::T .:....I. ­o: - �� ,,',,- (1) CD_ = 0 , ��:, �­­ - ,", , I � . - � - � _� � �_, ,�, , �. 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IonrMW ar&,��D 8Zq,:0MW, .&V011 Gr=,dne I U3 I rZIM11 Yes ada y-a INP, I 0110 coempTeffite Fdole fte rglass aillie Door ,� TmersinglCoutownrQ; X wrifturstion) 11. 5 is, I K-�T. ribeer Classic, .,d Brioodh-Stes Ntronnmo� &039ro &q..*1rTipedt&q.0I: opeel- l211=22 yies Vies, yed W I Ocvomo�ole E'TtIe r6efglaaa &i9le DoD,,Aph Skaolee,N dm,samW0VtUW.0�.Q OX W OX0 , - �nofvuraronoll I 6 f� 7rid,I Fokseer-Chissic are Smooth-l3lar dommar BSAIZE,0,aquo�IMPAC&irlcm� Opaque I Zyl 1 rAT22 yais orals ore; WA, Gonvoodeete E.�40 FrbergJasa Dftlno DoorWith or ,densioditSkelsifoRS fnoNaoiW0L,%MyEo�)%0r O)QE, .-T.G.-S-iR 0! 7 9, 7yanr%o.r,m:FIhar,r_Iaow and Srimeth.Star Narnmal OUIETS llquiat,Impaidilquot, G�azed 12o`3oE5,r22 n1a& odods lefil Woo, 'mrodedlefogix Fidefialafissege nare on-�wLrpg,cqtw,le�)�w,ftu,,'JD,T) a h, Thconal-T,j Ft am-Olnw, wra Sneapdo-Vtur Nompro I U#3To$orovt1mP?d&qoior GJAZCip I Z�13 I 1112MI, YM yes ."t-, NA rnomonow E, vlo Fswqja� 1-aliollm Door vith 5,asle,(al il'anodriSoc"pow-u: M, On .( OX0 � cedmantratioto � , 9 m 7bsrnrd,TI,j Fmai-Cnee;o and Sromlfi--Au Ponmenald",RS8 o3m4XIrrRaa&q1m,tGVmed I 1111131IRlyl-14 Y� Yes YnNs, N11111 Cormoall[,IL�Va t[asrg9a&eCbubedLojw Wth cir � 'a diaema I � ..'ax __ - 41 I ff'. cmneguiddlons) .a F 1� Tryvna�, a F �ber- C I-. - 6 8 -_xnh-S�_-, emardal VA'sRO &4,,�I_mpaeorAqddrt: Glda�d T 215 I !_Ity�,_ Yes YQ, I'lea M`4 UN"nolaot. 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NVA W Cz no jaxsft Ea@ a F I In s M r a TIRE, i 6 y I a C � an o r 0 mi,eloresefOulsalorg� X irc rorqu rabarol 18 r. Therriva-Tu F;Id000s-nasisc add Srr�xth-Swr No�iina�Mg%�8&quo.��,�on-Impaw,tl�qur,tr Opaqu* I 2YE1 PSEIE Y@s Y,ie& No IIWA Commoade Eirtle rimuula5s Single- Door dookh Eidennisin qndtmvo!�'1ota*n% X0, f2x,x C�xo ' - , I4 a Therima-Tra Fhod,Cliadsr, and 8iner,oth-ew NZTZZ�Is Sq,on. Non-Impantaudt Opaque IErSi L� I=" Yea, Y,m did PrIPA I C,amposelia Edge FibaresiI, Fjdao Oosarwft or mi VAUmm slUltaiefolnuoldyid0odoWN1,S� XX Or Marra I injoingwallonsa oln It -1peorm-1tv rdxo-,Na*� aral 4l'odoo,th-ftor Nominal W39�v Sm4ndylo"Amorenearrott opawe %V31,4,01.1? Y_� Y-� Nor WA C"Wisto Edge, Fionongesia S4rrgkd Ud,pr mWeelo I mg; , ,,q.rR1j,do "I . ­F`-n.loJ,. Fildr, Ctos�k aeould dimoorh,l3taf �Ionnjnoed Waaecu%quodo4on. 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Therrineo flhoon,01�,; and Eormo;#T-Shp, Nominal aw"ka 8olvd,041- l000ripli"NSRUA Glunel 1 VE 1 =4 Yeaa ye* f4o NIA (privinanoutaddng X von5posoancorn 24 x_ Themna-Trio FAdy Cla_-ada and hydoxth-Sue, N crom al F*WA,8,,&,, 4;,4 Tiny, Vega ortlyroort, C� ise ad *10_111�11)4 Yes YM idlo WA ; V - ki ya��m-qfrg, , OX ar 0>� M ,, Thorpng.lrt oomod � <11 Via, � I - � - r1iom,Claidgle and Sroyndin_ft�- Nvvmnal 8S439.8 selmyndden, WnpoerOmwd; G"wrid 4X4UZTrn Y� "'In TVA CmTododtes Fie- rr,ineroossA Doubtle0im, eim w kithadd Sadoestes Rysonypo0uaa,i%dR Xre oar G*AO confilloovili"s) . 213 m Theirmg-Tom Todr-C4auew add Smonoth-15ear No��n;d,S&ft-.;g.-I�&qLf,�t��m,l�,pa,-I�F,qu,AGined I2l2V2nZ1r yes Yes lea, Rao Componfre F-dog Flimeraleng Siligreo Done (I maunleloulswoRl, X, connErlarsajoriT : 27 Zar1rhorrrai-TrdJ`imw�Cla=oc rona Sorxmdl-r�lar Noremnal M-4-1aO row,nrion-Inelp000ll,odool; Gbeod IV3102Z Y� Yes mD laboll 1 C,ai,mnaie� �-�q� Fibledgeea; Srirgl�eo D.wr will, ne_%1s*#%, V0 TEX & CYC . �Z=d , 28 A Thiyma�T� F ome-Umemc and Smaotli-Saar Nmomoetft"_ O�quz,LlOyi�W,Vj��t,%auat,C,Im�d I2t,dlo2i3:2 ye� -1 _�_ T'll, loVA I Cw�pos�r*Ei:VjgP�D&gFanr�"r�c,vrw,�o� �,i�hCH;?,S.Aept�a,li,p,,vi�4ckftv�g, )ore, 0WO wnfigursimnied :, , _­__­___._ __ I i I Af4 Y 3 ' Honda Downrlion't of Burpra,sois & Proifoass,,�unal FleoputItion Imy, I Or� 0 413 Bueding Codes and Standards id�o�'R � � Product Approval Appliratlan Detail . - � I I- I 11 . - - I I I � I � �� �� � I � I �, �:r I � , � I � � - �­ - � � I � � I � . 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Plans Review completed and appre for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 March 6, 2023 SHEET NO. w -0 > (3) 0 L_ (D 0- ES= Simpson Strong -Tie 2020 FBC Approved Products Updated 12riorom E= Simpson Strong -Tie 2D20 FBC Approved Products Upoalea 12,IW2*20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3MO20 FM-M- 01 Simpson Strong -Tie 2020 FBC Approved Products Updated IZMr.1020 0- 0 2 For deal Inks 10 fill Sl approvals Ided bei "Ir, For career bvis, to air S$T approvals listed beffirl C LIC K Ill L Fa dri Ill tooll SST approvals fifto t^CW3 S�4�rLiffisL For dil Irnis to all SST Wrorl listed bekdor, =.Lltll (D For additional inforanifteon, regintruld2 Florridel Statewide product Approvalley-stent and Mamil Counly Nal air Acceptance ri QjUcIrl -pit Y, For adoftioriat information regarding Flancla'is Stak-will Prol Approval S�stlann and F�1:8,rrg4)gde 001i Notice of AcCapts-1100 F90,lki R or additilinal Informalflon reggionli Fliolfidi o1retevirte ProolitictAppri System rind Marri-Di Col rl For raticitionin hillormal regarding Plordas Statewide Product Approval and MarriA)ll County Name ofoilio ceptfirse, (110A). QW;,K_Hl ii (D Cf) :t::: FL#i 11 HIUS, HUSCstirrieshangers FaciHmount hangers litualiable, In Wdths ranging fetta 1.58"ito 3� ". ging1rom 4,5flU"to I I herights iner, concealed large E-SwAxell him h2i: sc wing 1211 P129ill m9iii diamk2l2l: Ndm version HUSC) available for modeft hal width equalto or 7C3 _0 1 Tobtan stattriess stir"i concrete Missal $:crew (rTli lill" ditarieter Till stainless. steel masonry sorsufo 1 #21. A23, A3Z A34, l A44 Angles, 1 ET, STE, Eri-I Brick TL-. greater than 3-sfl ff'� = (3) 2 APA21, APA4, Aill APVA21 , Alol APVAS Outoioor­Acc�fol Angles 2 C MSTI 2 � "$T 14, CMSTCI 6 Called Straps 12 IUS series hanglars Faore�rrvaurlt hangers aw,,ahable in wiftif ranging from I-71r to 3. C) ?i: AF,544� Adl APVBGO. AP86i APB88, APBl 010, APBI 010R, APIV544, Outdoor Accents Poost Bases 3 GS14, CS16, C518, C520, C522 Colled Sualps 518" and heights ranging fromig-1 t4'to 16'� .2 C) Li = . FL#9N9-RO APVB44R. APVB66. APVE66R, APtil APVB8i ADVB1010, APVBIDI OR A CSHPIS, CSHP20 Coiled Stfaro" 13 LGU3.25-SDS, 1-GUIABS-SiGS, LGU5.25-SDS Face -mount hangers M 0 1 14.- M 4 APDUTZA APDJT2R-4. APDl ARDJT2R-ll APVDjT24, APVDJT2R-4, APVDT2-45 CutdoolrAits Deck Joist Ties 5 CTS218 COmpressionT ension Strap 14 U-124, LU25, LU25, LU210 Facia -mount hang era M C) -0 > Sea X Prodgct Model, Number or-Ragie elggligtDaisciftillon APVDJ`p2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUl LUC21 OZ Face-mol hangers .5/2 0 1 SDl 01 1208B OutdoorAccearris Connector $unaw 5 APHW-S. APHH46R. AFl 10: APHH61 OR OUtd-30"AL-Derl: HeaVYI-11argel' 7 11 Hl H2,5A, H3, H6, H7Z: H16- HISS, HIS-2. H16-2S Humcall Ties 16 WS series hangers Face -mount hangers available in wdths ranging from 11-9114- cil (3) 2 SD9112, SM12� $010112. SDIO212 Striong-Drive SD Connector 'crew a APL4. Alill APT4, APTS, APVL4, APi APi AWVTS OutdcorAcreril L and T Beam_fc,4�olurnn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Grdr-f Tiedown 518" and heights ranging frinni 1 U) 3 SD9112SS, 6D92125S Strong -Drive SID rormirohn 55 Screw 7 APLH24, APLH24R, APLH26. APLH20R Aldi APLH21OR Outdoorficic-eirps Light Hangers g HS24 Huricamill 17 MGLl�.e3-SDS, IAGU5_2`6-SD5, MGUF5.W-SDl MGU542.51l MGU7.UU=S1CS Face-nnownt hangers 'M 4 SDCF22434, SDCF22512, SDC522614, SDCF22700, SDCF22al SDi 4, Strong-DrNe SDCP Timbel Scrill a Rl Bopli:Varvol Lal Connector 10 HSS2-Si 1ASS2-2�SOS3, HSSZ- DS3, HISS4-SLIS3 Heavy Stud Shoo 18 MIU sales hangers Face -mount hangers sovailable in widths ranging from 1.915. < SDCF221 1*4, SMF221334, S,0CF27l ii SDCF2723U 9 GBT2Z. CS74Z Connealeo Elea on T es 1" HST2. HST:3 HST5_ HST6 Strailigint Straps 118" old heights ranging from 6-1 5116'to 19­11,12'� 5 SDCP2243,t. SDi SOCIP22614. SDCP�'Zl SxFyxmi SDCP,-Igl 2, Stroriii-Drove SOCy"rimbal Screw 10 C.,73Z, CnFQ CJT,5Z, CJT6Z Concealed Joi at T er 12 HTS16, Hrrs.20, Hill HIS281 H'H.:2,0, HTS3012, Heavy ToAst Strar, 19 MUS26, livill Face -mount hyrnill SDCP221100, SDCPl SDCP2714:00 11 00"14 Dec-toolar le 13 HTS01 69 1 Z�, Heavy Twist Stiap 20 :dUR, SUL. SURC, SULC series hangers purs available in widths ranging triorn I - Skeirired face-mcart han, 6 SC)HR2740D sCHR27614L SDHR31400, SDHR31614 Stroing.0rovyi Coorribo-Hpaid Screw 12 DS Drvil Stop 14 Il Light Flow Tie Arl got 8" to 3-9116'and heights larging from 31A Will 13-314irr 7 S0825112 SDS25134, SM5200, SDS25212. SM25300, SDi SOS225412 Strong-Crive EUGH@avy�Duty Connector Screw 13 - Fl FCO Irl arriDgi Clip's 15 LSTADr I.StAl 2 LSTAI 6, LSTA18, I.S7A2`l. LSi LSTA30. USTA36 Stroll Straps Concealed flarge version iSURC, -81 available for all doubler SDS2W-C SOgr2fiffiD. ZOS258M 14 FvVANZ Foundation 1i Ail 5 LST149, L STI 73 Straight Straps 2X and 4X modrear; only acute flange, is concealed. 8 SIDS25112ES, SDti-25200l SOS25212ES, SDS253Q0SS_ SDS--5312-SS StroingizOrive SIDS Heavy Duty Crionneclor SS Screw 15 GAI - GAZI Gile All 17 1-7620, 11-840 Eltikliging 21 U series hangers Face -mount hangers available in widths ranging from 1-9l to 9 SDVVF2716 SIMAIl S[pilli SDAr SDWl SUilifil Flw-to.Floor Screw 16 1­12A, Hl H8. H 1 CA-2, HI US, H 14, HGA 10 Hurrial Ties in LTSI2 LTS16, LTS18, LTS20 Light Twi Strap S" and heights ranging from 2-5orl to 11-114' 17 16 HCJTZ4 HFAA; HH-5 Hi Corc*ialad joist Tie HeaCerHangers 19 20 MGT NSi IVIST37, fol MISTi liviii Medium Girder Todown Straight Steps FLA10007-R8 19 KBSIZ Kree-WaGeStalboizisf MSTAl li IMSTA15 fivifll Pi lill Mi fOSTA36 MSTA49 StIrravit Straps FLUI QW7-1% L30. L60. L70, L90 Arr-i­ 22 Mi IMSTC40T itil Mi ki Straight Straps Sea Product Model. Num ba or Name Product Description 21 LCE4 Post Cap 23 MS7C48D3, 191STC66133 Pre-Sentstraps Sea # Prol Model. Niii ll;ill or Name P[RdMZWgW1w_ 1 ATR3,ra. ATRvZ Ai ATR:Y4 Threaded Rods 22 LS30, LS50, i L-Cigo, Slaamble Angles 24 Mi M'�TI36, MST14S� Ii MST722 Stlaght Straps I BA series hangers Top flange hangers available in vadthis ranging from I -al 7- 2 ATUD5, ATLI ATUMq, ATUCS-24 ATUD9-3, ATUD14. ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustull Stair Stoirl Cionneclur 25 Ill MTS18, folli ti 210, fill lkiii MTS30C IMediurn Twist Strap 118" and heights ranging from 7-118'to 30, 3 SP�l I+ lQ, SPI12-3, Ill 13PLY6-3, BP314, aci BPRTUD3_4 Bearing �Iatero 24 LSSJ26LZ, LSSJ2SRZ, I-Si"U261-27. LSSJ26RZ, LSSj2luLz- L=-21 OR7 Field Adjustable Jack Harge r 26 NCA2x T 0.12, NCAi NCA2x6-1u'i NICAZ-4110-16, NCAN12-16 Bridging 2 DGBF series bang" Top flange hangers availableft iovidthis ranging from 3-6/6"to 7- 4 CNW318 - VM1tZ CNt4i ClIbVi CNVVW4-" CouplerNuts 255 LSSR210�2,LSSR410 Fill Adj=izirtal Harper 77 FZCVVD' , 2, (l 4 Viiiall Staring lJS' and heights ranging from, 0-114" to -74", 5 CTUDl CTUDi C11.106e, CTILID75, CTL107P, C%077, CTUD87, CTUD68, CTUD07 Coupling Takti Darviii 26 LTP4 t-TP5 Tie Planiss 2B Ricil PIPS=, RP:328 Repair Plate Strap 3 DGF sarries hangers Topflange hangera avaleal in fordtismiti from 1-1/13, C t ["I WS, CT U U91? 227 ML233Z li Mi ML26Z, ML210Z A r glfe s �ZP RSP4 Stud to Malts Connector WS" and heights ranging from 7-1 P41' to 1.14"', 6 11 ri ill Ill Hell Here Nuts 28 MMHa RootTioDown S) SPI. SP2, SP4, SN,, SP8 'Stud Platto T A 4 QG HF saill hangers TV flarigs hangers available in widths real from 1 -Willol'to 7 13TIJ03, RTIJ036, RTUD4. IRTUDl RTUD5. RTUDS, RTU D7, RTUM Ratchebig Take -Up Device 29 MMHc Hippred Poor Connector �mi SPH4,SPH6, SPHa Herery Stud Plarl 0 518" and heights rangingfrom 9-V4�`lu 2ir* 8 TUDl TUDIO Takli Doi, ol W Mr,41-11.120, MMLU' X-2, MMLL128, MMLU2S-_1, r4A-U21o, firlivill MMLUogg, MU11.1-431l Fircra-Mcurnt Hangers 32 SS1 5. 5$2;5� SS3, S-Si said Sh" 5 EG3, EG7, K9 set" hargerre Top flange hangers avairable in widths ranging from S-Vi to 8- 9 TuW36 Take -Up Washm, 31 RSC Rgi Roof 6�.imdary (Aps 33 Sl ST12, Si S122, ST292, ST2122� SI-2115 ST2215, ST6215, Srr6224, sTISn"la sdaight Straps 718" and heights ranging from I I" to 32-117 10 Ul 3a'Ul Rod Run Tiedown System 32 RST3 Roarhire-Down 54 TB20. IW,7� TB30 T836, TL;rl T3-A,8 T8l TG66. Tigi Tarml Bridging 6 EGO series hangers Top flange hangers avarkable in vAdths ranging from 3-117- 11 URS4 V2` Uplift Rod Run Toclown System 33 Fl RTG-42, RTC2Z, RTC44 Rli Tie Connectors 3,5 TWB10; TAl TVVB14 Wall Bracing 1)4" and heights ranging from 11-11,11"to 37'. 12 U R -1-1 518" Ul Rod Run Tierewn Systarn 34 5TC_ STGT DTC. HTC4 Tm&& Clips FS VGT, VGTR, VGTL Variable Pitch Girder Tiedamin 7 GILS series hangers Saddle hangers available in widths ranging from 3-114!"holi-716' 13 Ull 9/4" Uplift Rod RunTiodown System 35 TX37, TdC37 Truss ii Clri 37 V'Vi vriAll Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4 � Z44 Panel Slifferier ClIP5 8 GLTV series hangers Top flange hangers available unroidths ranging from 3-114" to 7- 118" and heights ranging from I V to 321 F11.11110441-fill 9 HE senes hang" Top flange hangers oversell in waft rafri ftwn 1-9116' to 7- V2' and her" ranging from Z" to 317' AW Fr9duct MM HUM DOE Z HAMS PrDdU!aQWMAm0n S" 9 Eiroduct Mycli Nurrobtli Nan% Emig= Oescrilation 10 HG3LS series hangers Saddle flargetsaviliflable in violelths, ranging from 5-114" to S-7W 1 DTT2 14old-dial Product Model, Number or Name Product Description I CnH2 371liflili, Ci9H2 37x7,63. CGH2_177ilicip-755 Conorn-lad hangers arid heights ranging frorn 10-it2'ito 26'� 2 H:DCI014, HDCIGIMM Hold-down 11 AHE-1-1 Adjiusta tiol Hip -End connector 2 Dii DHU, 01 -1117 series hangers Faciiii-irrount l Cil andli[Dp4langre�01HUTF) hangers 11 HGLT series hangers Top riaroge hangers available in vfidth- taidiging frarn 3-114'to 3- 3 H008, HHCOl 1, HH11,014 Hold-down 2 DSr_2R-S0S3, 0SC2L-S0S3, DSC5A-SDl DSG5L-SDS3 Drag Sbut Con necto is available in vilkiths rariging MMS'and heights 7/8" and heights tanging from 7-1 al 32', 4 HOU2. HDU4. HDoU5. HOLS, HOW 1, HDUI 4 Hold-kictorm 3 GBC Gable slace Connector ranging from 9-115" to 23-15116'. 12 HGLTV series hargeds Tipp fiange hangers avallable in widths rangirgi from 3-1/4' to T- 5 HPA26, HPA35 Strala-MlIt, Partin anchor 4 HCPII_81� HCP2. HCP4 Hip Comer Plate 3 HGV3,0­SD51, HGU5.25-SDS� 1-IGU5,50-SIDS. HGU5.152-SLIS, HGLre.MSDS, 1-11GUT22-5- Face -mount hil era IN' and heights dingirg ftofni 1 It'lic, 33". 6 LSTHD8. LSTHI)BRJ Strap -style hold-down 5 HHRC2-2, HHRCQ, HHRC42-2 HHRG411 81 HHRC44. HM05.25M_�;5, HHRC5 3Il Hesl Fill to Ridge Con rectors SDS, HGUgF00-SDS 13 HIT series hangers Top flange, hangers nifallabilf, in widths ranging train 2-51(r to 3. 7 MASA,MASAP Foundation anchor shim HHRCM 4 HCUSsoll hangers Face-mourrit hangers sloallable, in wil ranging from 1--lilli"to 7- 9111 and heigift rangingfrom 18"ho 2T, 8 Mlial MPAI" Strap -style pul ancl 6 HRC1_81, HRC22 Hip Ril Connector all and heights ranging from 5-We" to 12-7,rd-� 14 HUSTF si tuingens, Top flange joist hangers -tial in vividi ranging from 3-1 18"Ic 9 PAIS, PA-31, Pi PA35. Pi PA68 Strap -style purfin anchor 7 LF111216, LRU28. LRU21 0 LRU212 Riall. Hanger 5 HHGU5 25-3DS, HHGU5.50-SDS_ H-4GU5 627-S[Ill HHGU7 00i HHGU7 2il Face -mount hangers 3-9fl Ir and heights ral from S�W'to 13-11 10 Pl Pi PAll PA135 Slielp-style puft anchor 8 Ill LSSil LSSU210 Light SticipeableitSkerwable U Hanger HHGU9.00-SDS 15 HUTF HUCTFseriesusingers Topflarge hangers available in widths ranging from 1-9/161 Sw 11 STHD10, STHDl Strap-slyle riold-down 9 TBE4, TBEC Till Bearing Enhancer Q HHUS2'�-2r HHUS28-2� HHU"- i HHUS46. HHUS48, HHUS41 U, HHUS5.5QIC, Face -mount hangers 112" and heigerls ranging from 3-7fIll 15"- Concealed flange 12 SFHO14 STHDi Strep-stryle hold-down 10 TC24- T026 TC28 I russ Clip HHUS7.2--it'D version (H UCTP� arvaltable, for all models having wKft equal to or I I THAN, Til THA21 8, THA21 ll THl THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSLL, HSLIRC, 1-11SULCruoll- hangil Skiew4d facte-micunt hangers available re vaidths ranging from 3- greater than 2-9116"1 TH.404=11 THA426, THA422-2, THA426-2 iflit" to S-IM" arid hal rampre; from il_-Z!4�`to 15-3/4", 18 HWP series hangers Top flarge hangem ravaliall in widths lani firom 1 -911617- 12 THAII ii THAQ.0l 'riHAl2 li'272, Ill THA1322, THA35_M;THAI422 Adjusti Truss; HerigerSti for I-Jorift Concealed ll version (HSURC, HSULC) available for all 1)8" and heights ranging from 5-3,V to 28" I$ THALA-"-, THAR4Z! Skoul Tfu6s, Hanger double 2X and CK mobil rontly scull fainge G concealed 1'7 14WPH series hangers Top flange hangers availaildir rnekdlii ranging fil 1-9116"to 7- 14 THJA2S, LT-rJA26i Lllh1lAA Multiple I -Fuss � iarriners 6 HVJ26, HT026, HTU21 0, HT1.126-2, HTU28-2, HTU21il Nice -mount Frarges, 112" and heighta mingling from 5-316" to 32" 15 THJM2-4-S:DS3, THJM12-5�SDSa, TH4126, THJU28-W Moufti Irrusill; Hangel 9 Hit, HUC series hangers Face -mount hl ers available in vadths ranging from 1-911 4Sto 7- IS ITS onares hangers Top flange hangers avertable in widths ranging from I -li to 3- 10 TSBR2.24 Trurilis Special Re,44rul"t 112" and heights run ging from 2-?1Wto I ill Ourrinforill flange "" and heights narl from S.I W` to 16" 17 ill VPi VPl VPl VPA4 Variable Pitch Connectors version (H UC) avairatild for air modes hen-ria widith equal to or 19 JB series hangers Top flange hangers arviabbie in width of 1 .911 ir'sind heights IS VTCR Valley Tw sis Clip greater than 2.9116'" ranging from 5.W' to 7-1 il 10 HUCO-1.61/9-SDS, RLIC01.1ili HLICO21CI-2-80S, HUCO210-5-SOS, HUCQS10- Face -mount hangers 20 JBA series his nge is Topflarighe hangensavaiiablein width of-l-WIS"and heights SDS, HUCC410-SDS, RUC04112-SDS, HUCQ5.25ig-SDS, HILIC05.25ill-SiDS, HUOCkl ranging from 9-3/16"to 13-1181 SL)t;t, HUQQ-512-SUt; Simpson Strong -Tie 2020 FBC Approved Products Updated 121-40l Simpson Strong -Tie 2020 F13C Approved Products Updated 1 2-1301-2920 Simpson Strong -Tie 2020 Fill Approved Products Updated 12r"Z20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1 YJW2020 For dill links to sit eal approvals isled below, _C.LLQK_HfR For drool Inks to 61 SST awricyals lested boloill' il For dial Inks to oil SST approval listan! bill ��IjER For drW Inks to all ZST approlosts listed berial fiLli HEa -loom and M For additional information regarding Flonda's Statewide Product Approval �ulUade Canty Notioe clAccepLarl (NOA), CLl For eddiforral information regarding Hordes Statewide product Approval Sysitern and Miamr-Utle Coul Fuel of Accepuance [Irl Por addutinal jifformation feqerding Flundi Statewide Procluct Approval System and FrArm-Lol Ganty Notice of Acceptance Ill QUQ&PJEggr, For addifiontral information regarding FlwWs Statewide Product Approval System and Mularni-Dinde County Notice or Acceptance (110vill QW44,U=, 121 LQ series hangers Top flange hargers available in wod'h of I-Gll 6'and heigms Fill 14-WBA 15 Sill-GY1 �5S, VLSVI,81. SILBY'22.06, Sh-BV227� 5111 SILSVZ(5a- S/i 12, Top Flange Joist Hangers 5 SET-IYP Adhesive Anchor fon curocrets, refiging Irorn 5-8Y8` to SA_BV3 68, Sr_Fuu`9_62� Sill-SV4.0rl 51`-BV412� _1A6V4_28, SA-BV4.715- S&OV550 45 Strong-M 2 1 STF12-4SS, STB24ll , ftong-Brolt 2 Wedge Anchor loi concrete av agpil in ararlin, or 22 LSAZ sense hangers Top Its rege, itargers, aval�adla in vordt]hof 1 -911 6'a nd heights ISMA PE0911l 92921. Will air Or ull Ef2glil g2lgrIption 19, SVI,20, ilXilgZ, S/HTT14, FITT4 KI-F5 Holdowus Mel -and Typill 304 and 316 stalorlefullstal rairgaul Irdron 9-all 9' 10 13-118" 1 HHUS210-3, HHUS2104 i riod H, a n F; ®r r 2D SN5760, 5dillil States I 18 mill 10 ga� 7 Till HD CrHCl 7HID-1-11MG, 7HD-H4SS, THD-H6SS, TI-0-0S, THO-OSESS) Titan HD Heavy Duty Scraw Anchor for concrete and masonry 2S LEG3, LE05, LEG-37 se-viii hung" Tophargersingersavaill inivoil ranglingilrom3-14i'll 2 ll HRS8, Hi 5mapTrill 21 SPA SPB Said Platif Ties ravall avolth hex head in carbon stollel gild Types 104 land 316 718" and herg hill ranging Iran 9" in 33-V2* 3 HUCQ21C-2�Si HUCQ210-3�SDS, RUCOSIO-SDS Joist Hanger Y7 SSR, 0SP, TSP Stud Plate Tiler stainless steel, or with countersunk head in wribort steel and 24 MEGS, MErWilerk--.1liargers Top flange hangers available in widths ranging from 5-114!* to 8- 4 THGBZ THG83, THGEH2, Til THGW4 Ji Fla"Pir 213 STC E)TC Truss Clip Type 316 stainless steel 7/8"and heights ranging fil 9" to 32.ItZ' 5 THGQ2_S:DS3. 71-41303-SCS4.5. THGQH2-SDS3, THGCH3�SDS4.5, THGQH4-SDS6 Jolial Hanger 24 TME,22 Truss Grade Diagonal 6 Titen HO Rod Coupler fTHD37634RC, THD50034RC) Till HD Threaded Rod 0aupler for concrete 25 MIT series haungers Top flange hangers available in wil ranging from 1 -Wl 5!'W 5 6 TW4l THUM-4, THGIN4-a, THQW4-4 Joist Hanger 215 TJU57 Truss Jack Conri 9 Tllern HO Threaded Rod Hanger (THUB261SURH, THID6.171 55RH, THL)37212RH. Tftea HD 71hreaded Rod Hanger for ocrofelits 1!8'and heights ranging from 914'ilo 24" TH050234RH. THDI02112RH) 20 Pi PFB, oFDB. PFDS3 Swiss hangiffs Toplikings, hangem a-vaidal in width of 111-ii &'and heighm 10 Wedge Al CVVXJ Wedge -All Anchor fear masonry (D'l ranging frdnh3-31S`1o7-118' FLA,11473415 FLffl3904-R5 27 RR Ridge raftr connedor "S 2 WP sarals hangers Topflange hangers available in widill ranging! from 1 -W16"Ici %MA EMil-at M2ft..Nil bar 2r Name Product Evscrurtion Sell # Product Model, Number 2r Name Product Description ELJJW0­RS VO"and hall ranging lilit-1hr bo3Z% 1 DETAL20 Double Embedded Twoss Archor 1 GCOPM 52-SDSHOG, CCOM4 62-Sli CCCpft50-SDSHDG, CCTQM3 62-SCISG, Masonry Pies Caps FGTR, FUTRHL, FGTRHR Gfroar Retrofit A richer r_CTQM4 32-SDSC. Cf`TCvu15.50-SDSC-, =;QM1_.W4-S1SGl COCON4.62-SDSG, 2MI E-gilict ff-di tJ1JMkJL2r_N2= Zmgil kwil z Hli 1­11&3,1416-2 H16-2S Hurricane Tie Cr"11;0W 51O.SoglG I AT-XP AT-XP 4jIT-Sliverelith AcrylliC Adhastva, For concrate or masonry FL#19869�R if ll HETAIS, HIFTA20, HETA24 llHETA40 Embedded Trul All 2 FCCI OM3 62GXT, ECCLOM4.fl FCCLOM5.5l ECCLI QfAD3.6X­KT, Masonry Par Cape 2 ET -HP FT;9Fl Ectaxy Adheal for rrissorro, 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLL1r�)lyV4 0l ECCLLQMCb.50C-KT- ECCLRQMD3,62G-KT, ECCLRCivID4.C`LQ- 3 SET_XP SET-XFJ Higir-Strength Epoxy Adhosive for muscray §�w Product Mill Kiliffill gr main forhadmQ=Eigion 6 HGAM10, Hi Marsorryeirolit connectors KT, FCCLRQoor1D5.50G-KT 4 Striong-Bolt 11 (ST82) Shrorr 2 Wedge Anchor for masonry 1 ABA44, A3A44R, ABA46, ABAi ABLASIS. AGA68R Adjustable Post Base 7 HHETA16 HAETA20. 14HETA24, HHETAl Hill Em6edel Truss Amhor HIGUWL23. HGJfA5 50, HGUN17ul 14GUM7 25, ii JM9 00 - Wavy Masonry Hangers 5 Till 2 MN2) Titian 2 Screw Anchor for Cia"crete 2 ABU44. AEU44R, ABIJ46. ASU46R, All ABU". ABU65. ABUN, ABU66R4 ARUBS, Adjustable Post Bar-- a LGT222 LGIF`�SD32 5. LOT4 -SD83 GirderTieria-vin 4 LGUM2-5-2, LGVM26-3� L31-firil GUNQE-2� Ly',UM28-3, LGUM25-4, LGUMl Masonry Beam Hangers 6 Titen HD (THID-lill THLi-H6SS, TH"S(ItSS) Titen HD hisovy-Duty ScrawArrichor for concrete available in 304 A2U881l ABUIDIO, ABUI 010R. ABIJI 212, ABLJ1212R 9 LTA2 Lateral Truss Anchor LGLIM21i LGUIll LGUMl LGIUM48, LGUM410 or 316 stainless steAeul hil herl and 316 stainless steelvieth 3 ABW"Z, ABW44RZ, ABWi ABW46RZ, ABWi ABWi ABW7.7 Adj usta b I e, P Irst B ase 10 MFTA12. VIETA16, IVIETAIS, META20, MErA-94. li Embedded Trt--,s Anchor 5 MBHA3_12/9.25, MBIHA3,1121fil.25, M8HA3_5l Ill 561925, Ml3HA3 5.61112-1 MBiKA3,66111.89, MSHA3,,5&1 4, MBfl Still IMSHA3 56/143 MBHA5,60(7 25� Masonry Top Flange Beam Haingem 7 Titan Turbo countersunk head Titan Turbo Screw, Anchor fl 4 A04, AC4R, ACE4, A"GOT ACOR. ACES Post Cap 11 IMST All MSTAMi MSTCM40, MSTCMl Shoal Tia Musevery (I'll conriate or masonry 6 BC4, Bi BC41l Bill BUR. SC8, SCS2-2/4, SCS2-3/6 Poll Cap 12 MT5,M16- MITI ShL10. HYSM16, HTSM20 Tvost Small to, Mal MB14AS-5019 25, M3HA5. 500 1 25, ' VISH A5-Wl 1 88 Ni AS 5W 4. Ill 5W 6, 6 CB44, C946, OR48; CB613� CS88 Embedded Column Paral MBhAtill50118 7 CBSO44-Si CBSQ46-SDS2. CBSQ66-S0S2,C6SQl CBSOSIll Embedded Column Base S MBRUl MBHU3 56l 1 25� NIGHU-3.6511 1 -86, M6HU3.5&14,f%l U3.56mil Masorny Bel Hangers FL#IM7-R3 > 8 CC, EGO, EGM Series Bo#ed column capsiodth WI rang rog From 3-1 M" to 9- 1 r2' and i ris riging ferm 3-WS" to 7412" FL#11 1491li-IRS MBHU3 5afl 8, "BHU5 5014 25, MSH U5� 50111 25 VEH U5_50111 88 FABH U5.6[Y1 4� MBHtl 6, 1413HILM 5U 16 3*11 Prod Uot model, NUM i Q1. Nana Pmduct amigli Cz Joel %%_i 9 CCQ-Sr,�_5, ECCQSDSl Series Screvilled column _3ps with W1 ranging front 3.114" to 9.1i7and EMJWgl1&dl tium bar or H'am Prady.,;J Qg;$!;.rJptl I )343101&5K, XISID18, XlL;101&4K XQISiOl 8, XQ1 810161 410,18 Sbong-Orive, Xhi*Al Self-DII it.", Taplating Scrarivis with #3 Viol 2 ranging from 3-5111 to 7-112" 1 DTTIZ Deeck7rension Tie ll Point > 110 CF7414z, CIPTW, CIP'll Concealed Post Tie Ease 2 Hl H019 801hrou 1.4oldvoini Elieli I- XLCrl I 4T 1224, XLQ1 . 1491' )24-' �Fr #12.24 Stuarig-Drive XL Laime-Head Metal Sailf-Drilling, Tapping iii EP8i -'PE?44, EFl EPBW Embedded Pod Base 3 HOW, H05R 1-078, HDQB Hril Spired I 4oldQwi is Tonsil Tie-, # Product Model, Number or Name Product Description 3 XIl 14S1 224� XM01 1461224-2K Sam with M Dfill Point arid Large Ditimetuar i Washer Head 9112-24 ftiong-Drive XV Merhurn-Head Metal Self-Dritilng, 12 15 EPS4Z LCIl LCtill Embedded Post 5-ai Embedded Column base 4 1, HTT4, HTT54li`4 LTTIU, LT-2013, LT"31 LQht Tens" Toes §eg I SiCeN.223CC, S0W2ZZW, SDW22435, S[nfili SuWZ2�00, SDW242600, S-2iii 'Strong, Drove SLW EVIP-PLY and TRLESS RLY Socievi Tapping Snparwisvidth #6 Cifill Pointland Medium Diameter Hel 14 LPC4Z,LPC6Z Light, Post Cap SCAM22(i 4 XQ1 1 4SI 224, XQI 1 4BI--4 2,5K X1 14$1224, XQ I 12S1224, XQl I 2B1 2211 #12-24 Strong -Drive, X Metal Self-Dri Tapoing Screws, will #5 Drill point is IMP171"Z mpaffiz, MPS887 moment Post ease, :2 Sovir-15450 SDWCIS800 Strong-Dil SE= 7RUSS Screw '16 PB44, PB"R, P946 PEW, PBWR Embedded Proi Sill E6M WLUM 1 i SDVM11930i SDWH10,10l SDWH196WDR SF-WH10800DB, SIDWHI9110040-cs Strong -Drove SE)WH TIMBER-HEXScri 6 XU34S`1016� n34SIO16 -5K 010 -10 Strong-Orri XU Metal Sell -Drilling, Tapping Screws with 17 Pi -B_-4i P13i Embedi Post Base 4 SIDWIR274i S0WH27SUi SOVvi-C761i SONil 1GXr3, SDWH2712DOG S-trorg-Dri Sli TIMBER-HEXHOG Screw #1 Drift Pont is Pavo; Plill Round Post Base Se # a_ Figgul ftgilL Num ber or Name ProopectDascrill SChil. 2, SOWS16300. SUrvirgi SCir"llpiril Sirong-Drive SEYWS FRAMINC Soil 0 19 P044-18. PC46413� 177-45-16 P1064-16, P036-161 EPC44-16 EPCAU=15. ESPC48-15, Post Cap 1 Sly5li 24.51871fl SE1 x3O 55 Anchor Bolts 6 SDWS19600, SOWS1971Z S1JW8224WiS1l SOWS22512. SINIVS22600 t3hrong-Drive SEWS TIMBER Screw tinierfor Grade) EPC84-1"6, EPC8i 2 C-STS-16. SSTB20. SSTB24, SST828, SS-1834. SSTBW. SST81 BIT S-ST82DL, SSTB24L. 55TI326L SST6 Anchor Bolm SDW=Zi SOYA-E-2990, SDAll DOD, 301111 CC, SIDWS221200, SD`iAi 5013 SOWS22300DE 9DWS2Z400DH SCYV`ilt37Z2til 5MV322600013. 5DVVS`_112W0DB Slong.Dirwe grilirlirsTIMBER Screw (Exterior G fade) FL#&5320-RO 2D P:�,IZ_ PIZ;dRZ. ROW_ PCORZ, PCaZ, Pi EFC4Z, EPC4RZ. Edii EPCeRZ: EPGaz� Post cap sDwS22i000C8 §ta Product-Wal, figM0gL2L=Wgjl Pmduct w9dalliga 21 PPB,444Z� F`FE"-bZ PostEaser 8 SgAr-522312088, SCW,522512088 Outdoor Accents SturturalWooki Sci I Di DSSC8yl DSSCS48, DSHS Bypass Framing DriftStrutCannedor V RP8Z Re" Post Bass FLI"W2_R_4 g, SDA6i SCINS27400�3S, SOWS2,11i0i S1,1YA'S27fli ' SDWS27i ftorgi-Drive, SEWS TIMPER SS Screv, 2 FC6413.5,� FC845.5� FCB47 T5, FCB49rg, FCB411 5 Bypass Framing Fixed -Clip Connector (n SDWS271Q00SS,, SDVYS2712ODS��, I FPW9004S1018, FNISID34SIO-18, FPHSM481015-SK, rrdHS034.S1214, ill and #$2449rong-Dirliriel"PHS0 Fran ill C i Sell #%-f SM 0i Product Model, Num barr or Name Product 0splarlpition b SOMN1134100 Stiong�10TIvis SCUW SOLE -TO -RIM Screw FPHS03481214� RPHS0341811214-6K Drilling, 7 spur1m; Screws Am all, FL#1108%-R5 1 CMSl CMS714, CMSTCIl CSIf'i CS20,CS22 Coned Straps 11 STlli Outdoor Accents Hex -Head Washer 4 LSFC2_215. LSFl LSFC8.25, SPl SFC4_25. SFCO 25 Staff Frarollng Con renter LU 2 Hi Il HRS12 i FHAQ, FHAl2, HHA,18, FHAZ-4 FHASO, NIST12i NIST315, 5-4 ups 07 Mil (12 0 a) 5 LSSC42� LSSi SSC2.25, SSl Stl MSSC2,25, MSSC,4625. firl 25, Steel Stud C on dealers lag IMS1148; ll fil WAST27, Sni 8IMST4;; MSSC4-26KW. MSSC6.25vW _i 4,Z], I FJA, FSA Fouridartion Anchor 3 HTS16, HTS20, HTS24, 4TS28 HTS3C, Hlr_�= Heavy'rolifill Straps FL*l 6 RCKW3, RCMil RCKWT 5, RCKW3S, RCKW666S Rig 4 Knee Well Connector 2 FRFP Flat Pertrofit Foundation Flial 4 LSTA30, I-Sli LST149, LS7173, IASTA9, NISTA12, V0 AIS, MSTA­l MSTA21, MSTA24 ftelps 43 Full (I -A gaj 7 Sill 5, X845 S. SO'Soll SCE49,!l SCS411 5, MSCS45.0, MSCB47 5 Bypass Framing Sfirkri Can nector LL_ 3 GH40-6. GH46-8, 0 H48-6. Gli GH41 i GH/10-8. GHSl GH66i GHW-6, GHM Girder Hanger 5 1.5iTkIg, LSTA12. LSTA15. L'STA15, LSTA21. LSTA24, ST_-_V2_ ST2122, ST21 15r ST2X5 ftal 33 mil (2-0 @l sl product Mgoel. Number or Name Prol Detillorititlory 8 SCS32-5il SGS62-Wl X"p -5fl 18, SCS32-611 18 Bypass Framing Con nectar 8, GH61 0,6, G-461 6 I-SUISH3.25, Sll 25, MSUBH3 25 Bridging C-nnnnto, i AS 16, AS 1 &155. AS 1 8SO 189a TiussPlates 9 SOW. 25, SCW5_5 Hearld-cri Sidlil Corinisid-trit 4 G LESA, GLB5EL GLB5C, G Lll GLB7A. GLB7B, GLB7C. G LB7 D Glutiall Bearing plate 7 LTP5 Lateral Tie Plate 201-15 220 V. High Strength Triss, plate 10 SJC8.26. SJC10.25. MSJl MSJCID.25 Steel Joist Con rectal 4L 5 GLBT512, GBI-7612, GLOT518, G81-TeI16, GILSTSM. GBLT620 Gtolam Beffiling Plate 8 LTS12, LTS16, LTSIS, LrS20 Light Twist Straps i AS-20 20 ga, Truss Plate III S583.518 Bypass Framing Slide -Clip, Strut Con doctor 6 HGLBA. IIGLBB, HGLBC, HGLSD Heavy CAuamn Bearing Plate S MSTA30, iii S76215, ST6224, STO, ST12. ST18. ST22, MSTC25, MSTC40, ill Straps t4 14 16 g a) 4 ASHP Hinge Plate Corrector 12 XLSH3,481414, XLSHTaBl 114 #14-14 Strong-Unve XL_1H Shouldered 5eff-Driling, Tapping Slefew; LL1 7 HGT-2, 11-101.3. HGT-4 Heavy Girder Tiefdown 10 1411$1`086� MSTC78, ST6236 Straps 68 mil (14 g a) 8 UFPIli Univerill I rau ridatio" Plate 11 111124 N'Tllil S� MTS' a MT=. Mi WS24C3 MTS30C Mill iW M T wist Straps 13 X01S1318. XO'BICIL1�4K,XCIS1214. X01B1214-345K, X078SI1224, X07381224-311til 910-18 412-146 and #11 N24 Striprg;�Oriyer X Meta t Self�Drlfinll 7-- 9 URFP Universe I Ratricift Four dation Plats 12 Top Flange Joist Hangers X01 14 51224, X011 1491224-2,SK XQI 12SI P24, MI 1291224-2K ;-3461(del X,ll 81 ill 8, XIBI )I 64K. X1S1 214, XIS1214.3 5K Trippirg6crial u In t:� < W StB4,112_5184Z, SQC76, SrBi I I = 13 StBA2.12B,SMA2.IZ'10,SC-A2'12�12 7op, ina note [cost Hargiers Erradu2j Model. N il ber or, UaMc ft"Ml Deeigription 30 __J SMA4.181`12. WBA4.IW14 I ll Adhel A motor for onnorl 2023 14 Siri Hurroarre Tie 2 Cm, GOP, 001>111i GDPM-75, G-UPrill ill GW�60, GW-76, QW-11 UQ, CTH fasteners and -assemblies V /7 15 Sf"Wq, S1HD­i SMDICS; SIHDI OB, S`HDI SS, SH0158 H o Ii. s 3 PDPA, Pi PDPA.l POPAT, POPAT-K piltiVil PNWP, PINVl PDPA%l fdowder-actual fastionell threaded studs, and assemblies 16 Sill SrHDi SIHVUP, SIHDUI I Holoorwris PDPAWL-MG, PS'll Fl PCLDPA, PeCLDPA, PTRHA3, MHA4 _J a_ 17 SfJCT, SfHJCT Ji Hangers 4 SET-3r. Adhesive Anchor fix ccricriere Virtual Review Assist, Inc. Plans Review completed and approvedV SHEET NO. for compliance With the 2020 FBC 7th Edition by Debra Anne Kfahr PX2300 March 6, 2023 PA 1.3 I (3) U) MIAM PRODrCycor-STROL SEC U ON' > 0 0 0 L_ _-VOTK,'E 0-F.A(KIPTANCE: EVEDEN("E SUIBUITTED -N-rOTICEOY.A,('�"lC�'EPT.kVCE.-EX.71DEX(."F-- 131-UTTED '_'o CL DEPARIT11EXT Or RE GULATOR Y AND RcON.'01111(; RES0t%,cRS (RrRj Ntot= Flonds 33175-2474 ZO.4"_VND CODE AD&UNISTIZA171ON DIVI[ST-el Of ACCEPT-AXCE EA-IDENCT SUMMED (D (1) �! NOUCE OF A4' .'C,,,EPTANCE (NNOA� L D-idencesubmirred under, piv)-iou-sN0A D, QUAL MY ASSMANCE :t-_ M Cn A. DRAWLNU'S B. TISTS(condim4 X -0 0 PGT Indintries. Inc. 1,070 Technology Lhfkt, 1, X[ar4efaccu.nerl die draw mge--- and sectioirs, I - 5 Tes I Teplo, r, or. 1) Auir Rriff"i t ratosu Tert � Pff FFBC. 11 -A S 2 024 4 = 0 %_ 0 North 1'enice. YLU275 f'541binitted itirder.V0AX& 11-910- 04,) `202454 E. CERTUTCATIONS D LJL L S. C orr - Drawing No. 3ID-_;67k0_ fitled -N'tayl SbdirAg Glass DoorNTOA (UNIJ)", sheets I S -=I 3' WaterRitiislance Test. per FBC-TA 202-4, = 5 Thil is being irstted under theapplicablerule.5 aisdreyalatious govamivag-lbe, use of tincough 1 of 2 1 �, larpared byy numuf �cnuer, dated I Ol, 5, with P!nUision A I V FBC 201­� 4" LargeN ssile Impact Tesm M TA" kite Rigid PX XtritS10115 forr \VindowsandDooi- 0 > 7D 0 F= accurnentah,on litsinnitted has been relviewed &W acceptedby Nhanii-Dade Coul RER -Frodmt Coutrol S s-tion, w 0-4F'O'-',�p:l?,',.,it.=ed.�,nd. *dbvA,L-.mzTNLder_PT'. Cvclic Wind Pressme Loadirupler FBC- TAS 2`03-94 exptma oil 0930119. (1) be Used D.4r. (.r,,.,,,t,,,,,,,d odieral where Zmrid by the rhutliority (AILT), (J) Forced Enu y Test - per FBC'- TAS _102-9,4 NoticeofAcceptance'No.16 -0.08 issuesito Vision F_ mmLbu -vtm% a ted for thek''17- Ln Thi-clNOA,ithallmat be attertbe expiration date &-taredbelv_x The Nhanal Counry Pioduct Coutrot Section B. TIESTS atcrig with aEhkCd_=Upr _113I mo oud insinjistion d ilagrW1 of viuyl sladmg, glass door. prepaied 10-00 Tan 202 and lighter Sha&s (Nou-White) Rigid PVC Evert -or- Extrustows for 1— U) < (IaMianiiDade Cotsa�j) and�ortheMU (in, areasother, thaaMiainsDade CLatwi) reserve the right to, ha Ve this 1. Testvepoit on 1) 11juform'staticAu- Pre�ssure Test. per FBC�TAS 202-94 bv FenesuarlOn 7festut-a Lab- lac-, Test Report No� F'rL 85,49, dated �!06 15, signedand 'Windel -and Doors", dated IMS 1, 6, expuing on 12 �9/2 L proft c,t of Material tested f cc qlatity assuilauc lepurpol If this product, or material f& 6 to perforta in the accepted T - 21) LaW� Nfissile Impact lint Fff FBf___ -1 201-94 sealod bv id, 0nesTd­p,rE_ (Test repottrelek-ved on 121ll andr. l'.1m lxlalmeL tbenialuathchnwmah, incuribeexpease Of such te-stingand the AHJ asay iasmedhnelyre;roke� tnodify� or 3,1 Cyclic IN'tud Presstue Loatling, pler. FBC-11AC 2(.16-94 6. Tresi refxsa on 1) -Air Infilti-ation Tiel pren; FBC. TAS 202-944 _-Brol Coated (painted or Laminated) Withe Rigid P%-C Livrior Extrwicas far vuspend the use of such pf oduct or aiatterial lazimia their jurisdictiou PER reserves th,& right to revoke This acc e saw, e:, i f it is deteturial b-;, llrlami-Du de 0I A ocftc�t Couftcl Sec Is ou she t this 0 r tstasersa I fa Its t o slidu_ 11 - 21 ST ----T X Air Pres i-Ime Its t. per FB C TA Sr 2021 -494 Windows and Dool dated 0811 RI 5,� Expiring on:0930/1 9- ,P I posawt meet the requireatents of the appticable buddingeode. � b y Fir test ra Tic a, Titsting Lab- Inc. Tlev Rel N o � fTL 87 17 d ated l. 2 rO 7 f 15 . �5i one d and I - - Re 3), Ml­_ IT Re ce Test- c-,er FBC, TAS 4� NN'titice of AcceplanceNo. M7 12.02 issued to ENWG1 FlenestrationSolutions USA� 'Ion -C Ibis" product is approvel . 6 as describledhfteus and ha.Srbeen desigsted to coaVlywith the Florida Building Code Idalricirl C ega-P E. (:Tei; replio A . sealed by Xt 15;16and.0 �7:.(� TT Te ` -1 ' - -41 Lam t 3,11issile littiract Test per FBC. TA�-S 01-94 -7 igh Inc-fortheir AN-3040andL' terShades .0 -Ultite) Rigid FN tenor Ex - including the High Velocity Hurticane Zone, Dr_sudMon series 70"2770"Vi - Sliding Glal Door fReix1fw­cCtM)w,,,wo906& I0 coxner-'UMU 11 ol F 3 - Test repott, on Air Infiltration T�%l C_ TAS 2�Unift Static Air PresRue Tes�i� per FBC, TAIS _N-1 'Tesa " 21) " < Cvclic Win Ell awe Load- per FBC_ TAS 203-04 lone VII ;a 4brulaikedi-tip draw -mg zurd of v�ilivl sbdin,_� Ell d-vor. Ixtparta -1,;0 -1 FitrUsloui ft Windows and Door dated 09I-151k Notice of AcczeptziceNio. 16-071.104 issued Solutions USA� "Franze t � .­�.�� 3 Water Resi­s� m ire oer _FB T" t 04. art, Repan ;.4 ate b Fewstr. on, Teitme Lab. Inc, Jest fn 8, 1 4� 4 1 dand lac- for Their and Lighter Shades of Cap C oated Rx igid VN CEx_ Torino r 1 thmu* 21 of'2 1- pwpaol bymaresfictl dated 11 GA115il,5 and last revised on 02101!21. siened and settled by 41 Lame,)4issik Inaquict Tm per FBC1 � TLAS �20 144 sealed by I dalmis 0 it ega, P 5 E. Urt rc�la'i 2 1:�, ler T rep t �rdL On O'�' -indows and Doors"' dzted '15161 Extrusions far IN 09 f-kapiriog, on 04��'I 6 2 1, At c eli tancle a umber arA expaLation doe by the!%li aust-Dade Coomy. Pro dl- I Cc asrol,1113110 c Is o a 4) Cvchc Wind Pressute Loading per FB C. TArs 2 O-N 4 6) Forced Entry Test, per FKJAS '202-94 IL 7 t rel on 10 1-Tiziform c.auc Air Pyesq TesTmFBC_TASX -9-4 2)Lwlte Nfissile lmi;mv Test pri-IMICTAS -201-9-4 6� Nom le of Acceptance No. 1". 7,12.03 IsRxd to ENNERGI F-enesatratits, S oh9sons US.k Inc. for thev "'White Rigid J!'VICExtetior Lin sionsfet Ill 5 ate I -it -W' dlolilDol d i 111 U15SILL INIPA(T RAm- rG: Large a ad Sma 11211 KrileImpac T Resista as al ot ig w i It h in arice d ­iT, dm w i n gs at x I fiae diargram n't shdiiE g instaiial 11 g 3) Cyck V Pressure L40adsuiz S 203-94 per FBC. TA _i8jji 7, eVinise, On "'l-2 by Fenestration'Testing Lib, Inc- Test Report No�',FTL 8546, dated! 1:015115, signed and -up zo- 'a - -- didam 2jass do -I "lied along mil'It h niarked diaiv s Land nistallatum diaz��ros of vmcl -5 Like, 7'. Test replo(s). 10-011012-792(A), l",16-N110527 55351,7,� 5.0. per ASINIE 44, ll See Table Lt�sheet 710 and table 2 (sbft**§) forapplicrable%,Dsussi sim- desigapressiawre, s&-ded bvId2linis OuegalL P E_ -,Test reporr:rvised on 0,111 i()4 16 and 0 11 4220 16 bV Fe�, oin T Lab. Inc.. Test Report No. FTL,6638 ('snaples A-1 thru A-22)� dated A-S 1929aad AS17v!D-635� issued bv EXOA�',A to ,ee rables&l & B-_Lsheets'74) aid anchor layout s-beets reqvisemeau in 11 dula 16 SLjass types.aill jiser i(t 2. Rig "id iMbit e FVC',, Ta 11 (N o a �, white) Rigi d WC and B ro-mas r, isated (Fanne-d or lanum ied) white &;-,j d P V C cc be 3, 1esttv: �cl 'I )Air litfliltration Test per TAS 2-0-4 2 211) Uniform Static Awltresome Test- pCi FBC�TAS 'U -94 i j J9­ UJI, A-euti", aas, stai-I lluv Tol A, Canso, R E_f-S)jbinjsT*s1 tonder, NO-4.Yo. 11- 00-041 matierial. (STibudoed underATO-4 No. 1141107M labli F XS 20_�_4 3), Water Resis;tance Test. T, 9- N Kamm America,, T-Ec. for Their per refteacedNOA slerlwealcUl per 8 per FBC. T.NS _202-94 1 to 3� 4 Large Misisile hupictTest per FrY. TAS 202-9 Uniform Static Pressufe Tes.-_ Der FBCIAS 202-94 (Clear and Wlikel Inteili-ver"_ Lm-piring ol 41 io 7 S 4, Plock-et. wall&., un4l sepw aceapprocaf to to revitemeed byBuddItu offi I J72- (:-%FChc 1�k!xtd Pressure Load per FM",, MAF TAS 3) W Remawt Test- i, - -wT FBC_ TAS -102-9-t S-3 Notice of -A cceptance N ci� 16-111 �. 0 1 issued to Mram America. Inc- for dies L.AMLING- Each utut �hab Iscor z crumem latel with the zaaaxtacmre i�,- name,:i, r tofo� ciry. state and S arid P followitte statenlent: '314fitticu-Dade C�xrajn lNodtx�; S 2,_ along, with tirtiked-up: dtawings and in-va:111til-ctu, diagainj of.,� I Sliding a s, i dol lnepared 4' Laq act Te t, perFBC,, TAS _201.404 ge Nliss� liaqx 31 5- CyC-1kc Wind Piesuire Loadrrkgpei F3C, TA-S 203-94 -Tro sifolt, Ultraclear. Clear and Color FVBlatei ex -layeti pirfirg cut 07M,19� R,iN-EN�.AL,:tfdo,-,N0As-hUJ bee cou4deredafter a realewal apitlicatics hasbiestafile4and -:here has bel bvFenestraticriTe.su-112 LabJul Test KqiortT �,TTLS:-1 d-ated 12i()4 15, s eL� and 6) Forced Entry Te st- per FBBC, IIAS '02 F. STATEM17N S choupel in the applica", vle buildiaw code negatively affixthist the perf,mmarce oftlus�posduc;, ifl occur afto-. tilt e- TERIM�,ATION af thL_5 NO-A,til,­ sad IffactoodarejD1 Ch - ion In vichanze the reale d'b I dalm is Orre ga, P - E w jes t rep on it v i sed (--,a 022 157 i 16 4L Test report an 11,Ait'Infiltration Tev- per FBC TLA.S, 1-2-94 -U' alaue w ith UIX1ked, ­EP drau"Ings 1W aistalLatim diasesTU of vinyl sli, glass dool piepat-ed b,,r F�eal tiou Te si nig Lab � liv— Tes T, Report 'No- F'T L 4 53 (satmiles A - 1 thru A-5), (hit ': 1, S -taternew letter of coni'mmance wititlFBC-SchEdidoit (2014l and FRC-6thlifition 42 � 01*71 issued kv niantifacttmi. dated 09,44117,s & 5e-2kd - LyTm'Nhj 'r. P vy k 1 '14��lS�r'17,,;v,5::,,�wdb�,ni=u�facr-.,tT---.,I materials, the productor-process- of this NQAasau endorsement cl product. 2, Tin Static Air Pressure Teit FB C_ T-ASS 202-1-04 �Sijmed aid stall bl.� jorze A� Causo� R E. andirrNOAX& II - -tat 25 S � enteat lettef Ofne financial �htterest_ dated 0 Ple d, thelf purpoo's Shall 3140matic alh for tethi!� NOA, Failure to conViy-witi, any 01 107 1. 0A) r sea Ly., lyidler. pr,.E. & 'led 4); Lar Nlissfle InipacT Test pff FBI( IkS -94 3. Letter of litt coaiphaact= part of the above test reports- ADVEitTISSUENT: The N0Auurd)er:pre:,oll the words lkfiatui-�Dacie County, Florida. and folkwed by the I �y 3 -5), ("'lrhr )Uid Pressure Loading per FBC.,'TAS 103 94 C. ULATIUSIS J= 1 , 4- SER'Test Proposal No� 17-0387 toted 05:05117,5 by, Ishaq, C1huida- P �E expuntion dil tile thsspla�*d in adv-diiaingliterature, If any Is Ulyred� then it shall be poitioncif the NOXis di p 6) Forced Entiy Test., 17K.T.A3202-94 - per 1 Anchof veliffication calculations andstrilctwal analysis I with F"BC-21) 14, done in its er Tr, along ty, ith inarked-np- dosvikigs and insl n1a t ion diagram of vinyl slid, ir slass door- pop 1, pr bry PIC 71 da i ed 1 15 and, las I revised on 0 2, 15'1 -6 sizaed End s ealedlb,y G. OITZR its distribull and by Fenestration TestiLg Lab- Inc.. Test Report NO, -FT18548, aated 1'21,()141,15�� sigilrd and Tt Rl Na� 15-1-11raoir, 1. ties� ix Tum Strien. -sha 11 be a-smaila b 1 r r in* ce A, ictsit t t It e pr ob si t e a t f he me Wes tof th tBuil d ing c0flic i U -I se.-ded by I d alnuir Oil ep, P, E. ( `Test rep on revised I -a 0s: 0-4166 and t) 2 � I I 16). Glaziagcomplies wim ASTNE-130 -11ding Glass Dom- (Remlin - U expring on, "1*11 55`70tj'77Cr1 Vinyl 45 ved) N ibis NOA revivl, & renesinINOA X.1 0-0429.05 and cmissts of ifils page I azderidemepa!,,!esE-I.E-2.E-3, E4, E-5 Is E-6 aswell as The sAftsaitted docurnenatuvI reciesvied bit IAxqr 1 C11sandl. P1. Hums L Ckaoda, YZ khaa L CLandl PX, Z­ 4, 1 �1� n,6_ Tdiaq I Chaul P,,Er proa-W T Coal, i I'LLit SU sicrtizor Pro1scrControf Unit Sautrvi,or Product Cantrol 1,urt Super"TAr NOA 1-0210FAM: ii 4 1 :11 1, Expiration Date., April14,NN NOA E irmtsuate! ApH114,20-'16 XIP 2141.10-1413 ExpirationDam April!4.-,@.16 NOA NO, 11-ANKO-It Expiratiosuaw Apt,1114',U)"6 8ppro-Dart, ITarrit'.F, 10.'I Approval Dami March Approval 10' .1, .%1 _%Z� .10 .*1 ApproratDate: Pale I FGTbdustries, litc, CGI Windows and Doors. Inc. PGT IndArst'riel. 111C N EVEDEN CE SIT'SUTTED NOTICE QY NUE YJAN CE I: EVIDENCE SUBMITTED ,_ 21IJKLE 21 -AULUIL (1- Q12F-INIt 1�__UAI N L I E�videnre Submitted under previous, subraittal E. -NUTERLAX CERTIR-C XTION'S 4-coutinne) 3. New E-ildence Submitted _N� RR conduell" TV __ej Sjan,d_,, compl�ymg with, ASTM C528 1 tertual Ill P20L L let. SUC ai.4 A_ DRAXV1NGS 0.8813-M-m!, ASTNI F 12491 i�s_AST D39S5 SIM E A� DRANIT�GS, I Drawing No� 10-5570-0 Rev B titled --V' Slid Gims D;rorN`OA (32v sheets orre" o 5 _r L :, , 'N _, Ill 74 tr � _ `lq() 1,(". Durabilitv-Nofog-Fass. (.Iiidwiftred wider, 05) J - - No� -V m7A Slidinc Glass Dtcar NOA UNI shetts. 1, Dral _NJD 70A RAW B_ titled r illsed L dated I 0,05A 5 and last re i in 0, P'art 1_!urgi ASTM C-5 18 `11itarx-ol Condac-tbi BTU thrl)'U�Fjj 21 of 2 J­ prepared by nravufacrtuteex, dated 10D51 and laist feI., ised To m- UM121. 04,112 2.�Nz, signed aad. seakdby A Lymn MillerL R'E Quantt�;, U_ej coap�yiiqg with _22 A�LT1411111 ?�Iliflger_ P E_ AMI F 1249 1X7VM_Pa&.'jL �114.SW D 14_�'4 As2oav Penxsemce-Pas& ASI]tl E Nore', This� revvaon replactruens ofsmne exasTm't-, ri-q-a-11ation scre,,k-ovith flat held- B. TESTS 2189 I.G, Dirrabilitv-No Fog- ASTM f 546 Dew, PoiW 1be%�tIciptuent _200F in 48 la�7- (_311I hileof 1. Test iepartsoii: it Airluffitration Test- per-F15C, TAS-20 -94 00 ]? re - To per FRC TAS 1024-4 am Static _Ak_ vqirr st, Loat� VL,;ion Extniskan --td, Parts coaTt-p PVC -AA_N1-k 303­13� Volurgare Svplt.413111 & T E S T---, L "I. 3"; %Xales-Resistatwe Tvit per FBC, TAS2012-94 for Rigpid Po, ly;;h y, (Uol (PXT) E.�terickr PnX -i �j 4) Large Nfimile Inpact Test perFBC� TAS 21 -203-94 A.AA14 Fenestrador., Extenor Profile Cenifirati.0n Etrasnam- 1;- L jLT10= _S 5 C chc Wind Rresswe Load per FB(% TAS y Ing usi�alllafion dia ofall, PGT lisdustries, Inc. alon withnimkvd-�tlp diawings, and, i grain Vi-sim EXtulskau. "Lld. PEFU coll With Fv1`C-.-UJkLk 303-13eL representative ixtuts listed below and Tested to quahty Dowsil 791 and1sawsil,083 sificoaes, 6stitut hied under N'O.4 No,, 15-440A 0.l prelsared by, Fenestration lesung Labom tory. Inc., TOsr Reports No�: P'%: C -A.I 303-131, Vomsa�jrq( t�ptr­ _at, Rr Rign-d Em D Qj. -A-LITNLL' ASST LANCE FTL­7gr,'PG1T M15520 PVT Fixed Window (Raut 6 in proposal). dated 09�011' 14 iSiDn Profiles for I' Exitusimsr, Ltd.-'vT-X-1 bv, AA�KLdk Fenestration F_Ntmior, Proffic I 1-fiatiu,Z)ade Depumient cfRe Arces XR), gatatory, and Econousic Resce L rn_io_,,.z1o,%i, PI SGD780AkhramunSliding:(3!al Door (unit 7 in liroposal) F` TL.10. Certification progmu- 107.11 PGT CA740 Alutu. 0nt$wjjR'C�1aXUbftn W'njdOW 8 1) TL-10- 1, Pint iaprolsom F I 11 X Nol Of Aicceptanice No. 19-12,1,7.14 is� to Energi Fienestratiout _Sobqmlon� 'I 1-for U -NUMRIAL C ERTIFICATIONS 211013, PIGT PM17620A Aluniintun F ixed Window (unit 9 in proposal) and M-20-,2107A, their "Tan �3040 & light shade (non -white) Mule Rigid PVC 1xTel-W-0 I LEtrusions for L NI-atict � if Accelz;risice No. Ill 3 051.0 21 ismed to Kuraray Ante rica. his c . for their I - POT PXN`7620A Alluniatun Fixed Windl limit 1 Oin propo s4) dated 07, 13,20, all Eumtd Wm (Ittly's. and'Donts". empiih, On 02 04 Cl _-r "Trosd'614 Ul traclear, Cleo r. and �olor VVB Glass hterlayerlf', Expiring on 07bno i g ICU and sealed by1dalmili Ortelim P-1- 'I ra 11, Notice Of Accr-ptant:e No. 1"I=02 isomed to ffiwrgi Renentration. 115"olutitm, lhc� "1 '111ske %, z ot To Ttei 2 ottice ofACceeptance N = I _0868.0-1 VISsuect toKuraray-4anerya. Inc" form ir "Senti-v-Glast; theR, sev"es Rigid PVC Exterior Lxwusiorls for Windows and Doali-K7. enirhig orl scloar and Wine) GlI Interlayers-_ vxpmg on� 'a �_23 1, Anchor FBC -1 0 1�18,`234r -e Now- ofAcceptain NoJ8­II0&10issutJto`l cnExtrusions" for their Brown AVMI �,j verification c3lculatilatis and, staxtRial analysul. coinply-ing with 0, I-1 Notice Of' A, ccestruice NO 20-01,403.03 is led to Ererpzli Fene-stratio"I slohnice- USA= 10- 1 1 ( oated Mainved (,it, Laminated) lVium Rl PV`C f xtel Ex"t-irs-iffirs for lVindsvIrs EtUdIOU, (2020). dated 0412-1/20- piepared by signsed and sealed by -tatze ',lk liglit shade cap Coated White -Rigid PVC fiterior Einvs' s for their "Bi Jon - -� expuring on 1' 30�247 and Boors' AnthonvLvim,N-filler, PL_ 2� Glaz -cavlies At`rTMLI30,0-04. W-firdours and Doolrs". 4 Q� - Vlctmance No 18-11061JI i5st fol E_!_tMkxm - for Tkm set" nig w-al, -09. -12 and -16. 0 Told CrsgR -C VE lo-00 Tan 102 and lighorr stades IN u-NA-lute) R L E-iterior -it P1 ,D. QU.A.L UY AS St7f LA, NC E, Y. STATEMEN-TS 'IT � for 4%N! in( - ­' --pit - - `/` lows "hkjj:� L an d Daum s '_ ex_ Ting ou Lt 2 1 0 OilatKy,arsd Ecomonlic Resources(RER), Miami -Dade Departme.arof Rep 1, Statement kel Of` clOWTfalulAnCe 'to FBC 711 Eifition (2010i_ 04_221�120� Ltiltsed by nianuffactTwer, s4nCoL sna sej,jed b."JAkEthony L ymn Nklillff . R E F, STATUNIF N"4 T S CL E� -1 U TE R L. k L C E RT M C, AT 10 N, S Z,�L Statement Imer of no flaaacial interest and Of imed by utatartlacturer dated I Starentent lettelf ci conifearazatice to FRIC 71k Edition (2020)� dated 02!011�,_L. issued b-y (D 11. Notice of Accer, ancle No, 10-010:15 02. 11 S sisoed and sealed bv Authoav Lvint"-Miller� P and sealed In -ArithonVI-il �Nmler, Y1 U) trosdo,119" r1tracleat. (I'lear. -and, Color PN.B Glmq�luterlayers­. expi-a"I'VoURR 011 'T ed 0; j 5 -3ad si All da 3� PO'lliate Lall g Agreement docinnew bev�veenen P,., te Ptwate Labeling Agreeinent, dated 03'd&�"JL betweett PGT fiidustries� Inc, _Efld C(311 ilivoki ed pastte& 'Wmdo%Ars and Doors, Inc-, d tv Dean IM, ownL P.E.- V.P. aoineer an behalf- lot' ST-gs" a� Inc. ftr Notice of,Acceptwce No. 17- issued to K ura, i -;o - A meiv *k it en I -Sentri-Glasl h-ar AlUel, Glass L)7 both, Couipaljiee�. MMI K and Cop on C1, 0 TIl E Rc; MAY 3 0 2023 CL 3.,, Notice of Accepance -No. 18-11 Qb. 10 issued to Visimi lixtmsi-ous, LW:iittd for their -Brown ("oared (Pointed Laminated) White Rigid PVC F-Eterior Extrusions. WMttS t1rsTT w C Gl,) and upd. it es t o FB C Z 0 2 C E didui i i= I- T NOA reviSes NO 1 *7 -11 ' G� 01 fERS �11 - at expiringe ocowm-,24 4�� Notice of AlcrWance No. 18-1106.11 issited tol Nilisicta ExinEsions Limited for their vfflwinuz 4 i ., t4 �� _2 RERTI eit proposlals #10415 3 dated 0110I�20 appioired by Iskjaq1. C hatad a., RE � expiring i a 14 US I w CG11- esr-Riaz - 14 L bri &ituewsNOA#2() 14ZI5t 04 1, 11-4c, cimerst associatied explaing 04/1"� M it `E 'I M Tan 201 and Ughter shades (Nion-NMI ke), Rigid Celhibi, PVC Virtual Review Assist, Inc. UJ Extotior Exti-assons 1ot1%,`irdovrsaud Doors". expituag ion 12,229,21,, Plans Review completed and approved < CD 11% Q L CU c; d,. P .1 MA q L Chauda, P1 -an fiar compliance with the 2020 FBC 7th Edition Ishmq L Chxurla� P.E, ptodil Cout-T&I ruil svper-6-or Prodlica Control T Surwrnimtr by Debra Anne Klahr PX2300 Product Control Unit SuptIll!"VIr so_ !1_020;All -i- ox);J)a N0.4l, N`&, : 14 1., Otl[Q; rzxpirArionDare! Aprill4.10!6 Erwi ati'lau Date, AptiII4,'*�0"6 EqirAtiouRato. �ptfl:114,,"2,016 Approva 1 Da T* � A bkracll NZ, NZI Approval-D-Att.! Nfavrh Irl''.1 011 1 kpprorilbam Match E E 4 E SHEET NO, March 6, 2023 PA 1.4 (D =(D 0 MIAMI- wili 11 111111111111 COUNTY (D 0 I— PRODUCT CONTROL SECTION Cast-Crele USA, LLC Cast -Crete USA,LLC Cast -Crete USA, LLC co -0 CL DEPARTMENTOF REVULATORYAND E(IONOMIC RESOURCES (RER) 1[ 805 SW 26 Street, Room 208 BOXRD AND CODE ADMINISTRATION D'h1SION Wanti, Florida 3,3175-2474 71'(780315-2590 F�786)315-2599 NOTICE OFACCEPTANCE: EVIIENCE SURNAIT'I'ED q07'ICE OF ACCEPTANCE: E14DEN(M SU13­NIFI"Tf.M NOTICE OF ACCEP"F,1%.N`CE: StRiNUT"ITI) = M NOT"ICE OF ACCEPTANCE (NOA) -,,EVIDENCE = � M Cn (D ­0 0 -0 _0 C:) Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209A2 5. EVIDENCE StTIMITTED UNDER PREVIOUS APPROVAL # 14-0903X3 0 = t- — 6324 Count), Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS o Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I qf 1, I Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I 7T 1� Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details sheet I of = .0 prepared kv Cra�g Parrino, P E., dated March 24, 2003 and Drawing.N"o- LT4612, titled 1, prepared by Cra�g Parrino, P. E. , dated March 24. 2003 and Drawing No- 1. dated 03.r'24/03 and DrawingAla- LT-461 3: titled "Casi-Crete 4 & 12 0 Cf) -0 C) > SCOPE: "Casi-Creie 4", 6 " & 12 " L intel Safe Loadrables ", sheets J ihrough 3 t?f 3, prepared h y L T4612. titled"X7ast-Crete 4 ", 6 L' 2" Lintel Saje Load Tubles ", sheets I Lintel Safe Load Tables", sheets I through 3 qf 3, last revision dated 06112114, all (D E a) 0 This NOA is being issued under the applicable rules and regulations governing the use of cow;rruction materials, Ci�aigP(ii-riiio,P.E.,daied.�lfarch'4,2003,lavirt�vLvicin�4J;.4 dApril28.2003 both -vt through 3 03. prepared by Craig Parrino. P-E., dated March 24, 2003, la prepared, signed and sealed by Craig Parrino, P. E, on 06/1 9114� C/) U') The docunientation submitteA ha-v been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealedby Craig Pee rino, RE. revision dated March 11, 2008, all signed andsealed by Crai�.z Parrino. P,K. on w < Section to be used in Miarni Dade County and other areas where allowed by the Authority, i4aving Jurisdiction B. TESTS Alarch 22_2012- B. TESTS (AHJ�). 1. Test report lestiro� on 4 ", 6 " & 12 "" Prect�zst Concreie Linte1v Fille��l B. TESTS 1. None- Fhis NOA shall not be valid after the expiration date stated beloNv. The Miarni-Dade County Product Control Unfilled Mocleh� lolal of (13) concrete fintelspecintens, per A57'.VE-529-94, prellared C. CALCULATIONS Section (In Miami Dade County) and/or the AID (in areas other than Mimi iDadc County) reserve the right to have ky-Applied Research Laboratories. Report No. 30404A, dated 04,�7 01103, signed and ions 7. Calculafi for Cast -Crete Lintels, dated 08Y1912014, pages 14-201 thr( 4236, this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed by Chrislopher A. ffarnon, P.E. C. CALCULATIONS prep -red by Craig Parrino, RE, signed andsealed by CraigParrino, P.E. accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1LATIONS i. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCf D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. CalculationsJbr Cast -Crete L intels, dated 05129103, 20 7 p, prepared by, Craig D. QUALITY ASSURANCE -P -gulat, an Ec 1. By Miami -Dade County Department oj le wy d onomicResources(RERi. fails to meet the requirements of the applicable building code. Parrino, P.E_ signed and sealed hy Craig Parrino, PX ulwory Affiairs. 1. By Miami -Dade County Department oj'Perinilfing, Environment, and Reg f Calculations for Cast -Crete Lintels, dated 051.79103, 140pagcs, Prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane g Parrino, P. E., signed and sealed by, Craig Pal -rino, P, E, F. MATERIAL CERTIFICATIONS 1, Alone. Zone of the Florida Building Code. L None DESCRIPTION: (Cast-Crete)4", 6"" & 121" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION- F. OTHER APPROVA10 DOCULINKEINT: Drawing No. FD4612, tillcd "Precast and Prestressed Lintel Details", sheet 'I of 1, 1. Quality 5�?sfem Afanual.lbr Casl-(Irele AlachineMade 1'recasl Lintels revised oil A&V 1, E F. U R L Letter -am Casi-Crele tISA, Ina, dated 081,19/2014, si , ned and sealed by Crai� fi P prepared by Craig Parrino, P.E,, dated March 24, 2003 and Dmwing No. LT46 12, titled "Cast -Crete 4", 6" & 12" 2(k)2, L Letter fi-om Casi-Crete Coiporalion, daled February 03, 2012, signed and sealed Parrino, P.E., certifying coinpliance with the Florida Building Code, 2014 Edillon. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last Z Cast-Creie Qualny 5��vrem A-lanualior Prestressed Products dated 2001 by Craig Parrino, P.E., ceriiAing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January M. � '019. all bearing the Edition. JOUS, APPROVAL # 17-0821.18 6. EVIDENCE SUBMITTED UNDER PREV Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPRO'VAL # 083-0320�09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SLiMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 z MISSILE IMPACT R-kTL-N-G- Large and Smafi Missile Impact Resistant Drawing No. FD4612, titled "Precast anti Prestressed Lintel Details", sheet I qf 1, A, DRAWINGS LABELING: Each lintel shall bear a pen-nanent label with the manufacturer's name or logo and the Mianii-Dade prepared by Craig P arrino, P. E., dated March 24, 2003 and Drawing No. L T4612, titled _ , 1, None. B. TESTS County logo. "Caxt-Crele 4", 6 " & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared 1�v 1, Alone. RENEWAL of this NOA sha h be considered after a renewal application has been fifled and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision datedMarch 11, 2008. K TESTS C. CAL(TTLATIONS LU change in the: applicable building code negatively affecting, the performance of this product� B. TEST S I None. L Jvone. TERMINATIONof this NOAM 11 occur after the expiration date or if there: hris been a revision or charge in the 1. A'opm C� CA I.,CULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L None, D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with C. CALCULATIONS 1, ByAliami-Dade Counly Department of Regulatory and Economic Resources (RER). =I any section of this NOA shall be cause for termination and removal of NOA. L Xone. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT. The NOA number preceded by the words Miami -Dade Counl�_'_ flanda, and followed by D. QUALITY ASSURANCE y and Econoinic Resourc s J 1. By Miami -Dade Couray Department qf Regulator e A E I? 1. Mone. the expiration date may be displayed in advertising literature- If any portion of the NOA is displayed, then it shall I By Jkfiain' Dade Co unly Building Code Compliance Qffice_ V be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. L Compliance Letter with lhe Floride Building Code, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. L None. Crete USA, Inc., dated O&OR11Z signed & sealed �y ('Xaig Parrino. P. E. This NOA revises NOA # 19-0130,14 and consists of this page 1, evidence subrnAcd page, E-1, E-2, E-3, E4 and i4el E-5 as well asapproval docurrient ruentioned above. ...... ...... _�;AielrnV A. Makar, P,E., M,& A. Makar, P.E.. M.S. '10 m`y A. Makar, P.E., M.S. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. I I - ProiCuct Control Section Supervisor Prociuct Control Section Supervisor Product Control Section Supervisor I NOA No. 20-0630.15 MIAMMADE NOA No. 20-0630.15 NOA No. 2 6 .1 NOA No� 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/1023 E xpiration Date: 09111/2-1023 Expiration Date. 09111/21023 Approval Date: 08/20/2020 Approval Date: 0812012020 Approval Date: 081201'2020 Approval Date- 09120/2020 Page I E - I E - 2 E - .3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7� EVIDENCE S UBNIITTE�D U N DER PREVIOUS A P P'R(.')'VA L # 1 "424.04 9. NEW EVIDENCE S1(1�BN1ITTFD A. DRAWINGS A. DRAWINGS I None- i A'one- B . TESTS B TESTS I . None 1- -:None. C. CALCULATIONS C. CALCULATIONS (D�; I 1yone. I None, D. QUALITY ASSLTRAN( E D. QUALITY ASSURANCE 1, ByMiaina�DadeCoz L i�j, Miand-Dade Cc�zm�y L)e,,plarlment oj'Reguhzlory� and Economic Resources E�, E. NIATERIA-L CERTIFICATIONS E. NILATEKRIAL CERT111 ICATIONS 4­_ 1. None, L None. (D (1) F. OTHER L Compliance Leiter 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- C_ U) Crete USA. Inc., dated 08/08/17, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08V08/1 7 signed & sealed by Craig Parrino, P, E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 Compliance Letter with the Florida Building Code, 2020 Edition, issued by Casl- Crete USA Inc., dated 0611 V20, signed sealed ky Craig� Parrino, P. E'. > C) A. DRAWINGS L Draiving No. FD4612, titled 'Precast and Prestressed Lintel Details ". sheet I of OWN.- qW&A 1, preparedb.);� Craig Parrino, AE., dated Xforch 24, 2003 and Draiving No, L74612, tilled "Cast -Crete 4 6" J111c 1-2 " L intel Sqfi� Load'Tables ", sheets I through 3 q1'3, prepared by Craig Parrinv, P. E., dated March 24. 21,031. last revision dated June 12, 201g� all szgned and sealed by Craig Parrino, P. E, on January 2_� 2019. & TESTS 0 1. Alone. C. CALCULATIONS I � None, U) D. QUALITY ASSURANCE MAY 3 0 2023 M L ky Aliand-Dade, County Department of Regulatoty and Economic Resources (RE R). E. MATERIAL cERTIFICATIONS L None. MEMO, F. OTHER 1. Article of Conversionfor a name change. yVirtual Review Assist, I j Plans Review completed and approved with the 2020 FBC 7th Edition UJ :� fi- Z. "flelmy A- Makar, P.E., MS. I�A::��, 2—, fielmy A. Makar, FF., M.S, for compliance by Debra Anne Klahr PX2300 < Product Control Section SupervisOr Product Control Section Supervisor ,V0A No. 20-0630,15 NOA No� 20-0630A5 Expiration Date- 09/11/20�23 Expiration Date: �0911112023 Approval Date. 08/20r-020 Approval Date- 08/20/2020 _J E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 ol Ill Z I ILI ECAlAlIll, ..N TILLIT TESTINIG & ENIGINE9RING 6VAIRPANY WATTFR A. 1ILLAT, M�, l REPORT NO.- 20-0728.01 DATE� July 28, 2020 ­_­11, 6A4x*jjl&;W,rn JILDK L-N;, 44M T-1 r A. 1i All Nlo�lpq PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 011:11IIAL r 48M S.W. 51 skeet Davie, Flordill 1,. PURRIPBEDC-EY-ALUKTION: This is a Product Evaluation Report Issued by Walter A. Tlift Jr, P.E. (System ID # 1906) to the Global Protection Productist LLC, Rule Chapter No. 6IG20-3, Method ID of the Florldia Department of Business and Prerfessidlonal Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida B Willing Code, and to yed that the product Is for the purpose Intended at least equivalent to that required by the Code. All Product Evaluation Report shi be subject to FeWsw slid revision In case of a Buililing Code chango tot mad affect its limitations and conditions 2. EX-ADENCE 6MBEDEEM LLPROONTEVALUATI NIDOCURl ,(&LQ,) Drawing No. 20-176, #W "20 GAGE GALVANIZED STEEL STOFM PANEL", sheets 1 thru 26 of 26 prepared by'riltaill InG.; signed and mated by Waiter A. T10it, Jr., P, E.� dated 07128/2020. This drawing Is ani integral part Oil Evaluation Report, .,ilvd�,Tl IL Ill - - ,7--- . 2L- --� - ,__ - " � , _:e. _� 'r � I - � li, :t� - ,­­ -W,�, ' (�',?.7`�!d011 " . $e %'� . _. __ * _� _, - NO. 44167 1. *:_ : . _* . v -* - I I I � �I . * A ..� 4 - l tclp.I`D� , <� ,-,,-1 ... t - ,, � I , ,, � - �;A&�'L ­ ­ 6355 KW_ 36(h Street, Sidute 30-1, WaraL Florida 3,1166 - Pluxill (305) 8'71-1530 - - -VXrA1K-Vk-1fM,R lifouninaluilillOm UAJXSTREPORTS� Large mits,sile 4ni al taflguel Ill leslia videwded peftmed uni Protocols Trill 201 � 203 as per section 16213 of the Fbflda Building Code. Uniform static loads as per TAS 202 Pr*tocol- Test reports prepared by Hurricane Engineering & Te,;ting, frol Reports # 96-569 dated 08X9;19$)6l. #96-570 dated 0911811996, #96-T30 dated 09/2011996, all Three signed ard sealed by Hector ML Medina, RE., Fenestration Tostin Laboratory, Inc. reports 4 20-32 dated 04116M998 and # 2126 dated 1010511998 witnessed by Gilbert Diarroded, F.E. and Report Nei 0219DI-4N, dated March 4. 200-0. signed and sealed by EdlllUrido Lairgeespadi F1, IL an d Henry H atte i P. E. Tedelsi test report No. 9CM-1i QC Metallurgical, Inc., dated March 13,2000, signed and sealed by Frank Grate- P.E. L"TRUCTURAL ENGINEERING -CALC � VJA-D_ONS� On 20 Gage Galvanized Steel st-orlin- Pons? for maxinnum pardl length va.design oddelind load, as well as maximum anchor stil vs. design %,lnd load and panel, langth based on raUonl and tornparative analyal and ri airicordarice ,del section i616 of the Florida Building Col Ciek�utatjans preparpEl by Tflial Inc,l, dated 111,031VID8 onEll 0&1V15, eiginded and sealed by Wafter,ldi Tillit, Jr-, P F 3. M15j%LE IMPACT RESISTANCE; Large missile- Impaci urider section 1626 of the Florida Building Code. an, per TAS 201 Prol dit 0ANDLOADS RESISTANCE 20 Gage Galvanized Steel Storm Panel has been verified to susta�n wind pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15, 16.19, 23 and 26 of 26 of Product Evaluation Document i drawing No. 20-176. Ma)dmum Anchor Spacing shall be as indicated on sheets & 9, 10. II 1, 14,15, j?, 18, 19, 20 25 and 20 of 26, of Product Evaluation Document (PA.D.), dirindirting No. 20-176. 5-INSIALLANT "O � Installation shall be performed strictly In accordance with details indicated on sheets 3 thou 7� 10 thru 20, 23, 24- and 20 i of Product Evaluation Docurnent (P.E.D.), drawing No. 2i Minimum separation to glass shall be as Indicated or, sheets S. 14, 16, 25 and 26 of 26, of Product Eyaluation Docurraint (P.E.1i drawing No. 20-176, 1-l"I .... �­ ' ­ -­ """'""I'"Ll"I --- - ----- 11­"11­h"­1" -1­­_­­­­'_,__ ­­­­­ ---"I'd -111-111 ­111 I 1"1­­-_-­_ - __ 9MER& U=-. 5 E) ., CASL THAT Pl SeElAill oe deddi tUNCAl PANELS ,1;jKCQ (,N Al Bt'�AADS BE �D,Fl,;I, Oil T,qk 6" FM 211 06- U15TAiC WALL, V4040AS Si,&L SE Lcl ENOUrki W REAC� lilt VAN STEll,OUTORE Midi SOON -ANl - - N, I i � �s fivil � " I 1,oliw PANEL 1,10WIL; 3. 1.4 PRODUCT EvAl'At'ON1 OWUUE: .r lill rrlq 70.11i H,l ALIC-H011 F,W-t BE AS MENIONED . f- di Ao�, N 6 'i A,�,-_Wll A.ri. r,tE -2o, (7dh 1DITION) OV TIlE FUW�CA &ALDING EOW_ 'c' T � C_EA.MbQ__`1EDQD_,k1N4N. lddl=lel��.,,_-.l 9-:5.-Ill D�_ wAHO Lo*5 � az DEPERAl AS _P sEc-20", I Ic", or THE Ael 41orr"m z"m - 1/4,0 iAl ANl As NA...�'jc7l,AASE; -RT ,7W 8XILDLK, ll _ � I vllp" WIND SPA . P4- P fkkitEl Pokii.4 0 Ai4Q PA,lrt ,�.is ANcl ,� _E�4,%REP N,- .lco moo-'lli ewxq�cn i - ,ED iiK fl ED Ij� Til ,vd;urtcrto�i W-.-RE EHl s.uiiD. iliTt K il;T�TAjLo� eqlL, ' Role A 00117KANAl rAnork K1.11 bo, .rilco WE 7�16 AND E�;q�L NOT EXF.jT,dj o4F UAN4010A (Al O 0 3 1 1/4'0 ,AA S-CER'li PER hi 9"Lohl P1111511JRE RATIOdddi', �ABIKAl�S, DN S��EE`ro � PhRIJ 12 T1. I�o, led, Te & �U -,7,,W�- , 9/El' "D Sol _� .= Rr-UlEr, q)' Add� P,41130 SCAK'Al EW & tIll TO Ill ler ICA 11HE WIEL =NDWON, iAl ADEoN! Wil LloQ�S tdr"lPhAh�',D PiR AdAdE 1-46 --F Ell'idd PANELHNOE "LljS C I� 0lNEV.W- MACKDED PEPIA.1i'll dwn *MIG Of 11,11010EN dl[did�,tle�� Il 81 d 1/7' dil ; i : �� W � PCIUdoiD �� '11 �L' ll TO A50 01'SlolN MP411 LOAtl AdWrlpl DIFIA BY !::is IN oleICIR III, ANAD PILNELUALf VEWILE 'I) ed/ ��d::WPAAL d4tsk UAR �A,%D) Ell rw1m4w RAT&I'AnI, "'WATtO i �WIEIIS; ,; "dFild, 7, li 1�, ,a, Ili & 7t3 � '� PF V EOLI'k IWO K Ail tio" jAir oll al�� , i,,2' HIj I�,PEq�ED �. OREEk iv IATOY iw Al"Al ON THI� FE'U, 015 TESTIrV *P E NET 4WET, s­fl�3I%1, A l,tll1jAS_l IN ­?1&&RLd, 4 lAdVLJqllPHF1W�DD PENETRA irldoN O�l t A KNENRA IN 1?4lic �Itljcoc 1`1�odl IjON5,00A."D I'm � �l 01 eS RNA, oll 4lT1_;eA.,-) T.RFAM1, pDr.ole�r"'w s1l rVa "n ,­Ll Nil da vsro ,,N Ti AtAAll eh�T[Nridl SPAl in co`K; "As FIEF14 DETERHANO"i V1 AccoRLANIZE WIT"I kaK_ Xl�d Cz N' 121-1--1 UICE T11NI-WE Od L­ $CREW�� I'll 11 *,Xir. 5K,Q _i SE AS Htc:Am-, iN TIH_� .--,- ILT ,� PANEL'S ANEQUACT FOR Ill AND di RESWANCE �O�S Ell VERTIFTEID N -CV,W,ll ill %CTNA 1625 1� 1 , �11_ Al HEXIli CGOE All cER HIVRW�--E M--aThl, S Ti IN, Sol ,�il 9l A, w-131- AND C_ it liVill N,-NE­­,,TKAN OF Wl Ril `iKk, ED S/Ill tj4_ li-2L� WPIA15 U�U, Sl ­- L li2- l HiNi FENEsTRAIrow TA:sl ­3 &�r REPEAll l & liji2e . IS PRIjTOMS I&'­7i T'l AdqD TA,S-,oj 7iciliAILD VU"O i, AND '- BMMW TO- kALL_� *TTN ll ST;i= F As NEU ',' AMUWW4 TEST iA8 OF Sl CLORKHA REF�Ikll 00211j,01 -09, AS PET- US 'Ll 'AS Zd* AND 1i _ FQE- i* I"�d E'llISEK TAIS 701 EFQWPARl �. 5d e. OAoF -,-,. �'Bfl,,Sl 57CMZ� ,-A' PETK15-7 rdACRdETC FAAAC­ �IFC:�;4 Chil WOOD aekil LIF � 2 kL AdiAllidill0d FNIPQ- ' X1 On 606Z� ol Aj,M AND -w-A il,tl ININRL'01159 T., , AA- -0--*5 SHLNU. INC LON,; ER71� 10 El T�Hr All SM411',t1lif EDO* SuCil ,�ell Nl iddli Sin . kw'"ONAl Sill EE As 04510110ROdd, 04 �_ I i l: �, I idd I 4!� � K I Adl.d, AUlUddium lo,tTi ,ilTAL 4,tl AT CUISEIAES SWUL -AA jt0l hdi,'�'d` ND I Akl Sel 81 d,15t;4l fl,,��W�Aie. 4,11 Or Itt 4frZAANHA.lArdd-1- -%'D 1PECWK,dtK;-S I t­. Adl�:Klfl�� VMUFWPiAZA � ALL EMU SAAW UE700, PA14D-s SHALL 14AVE 1;11AX-(PRA� QlAL� ,TELL, ASPA l DRAVA, 50 NiNLl l oj� CAI,VAl i.TTEEL rER'S,,1TAPN 4/FN . oE 5 A,,. flAtl AeXLEo) 8 iPANE,5 w, A_- or NISTALM KAR � ,-ILLowvi w5TALA,liSC�, ol "ll ON Aec� �_�O�l�'. 1,l is'll A, fkAN011 4�d VACD� -RAi kLADERS (J' & Q il "lot 9i k�wv i 1. All si:Nlill IT; BE val`ll K_­­ vil cli 111 ill 1AME5 OR LGAROSO, RESESEW M_�M �_-qEdl 'll � -- 0 9 ll W-J, -_-L eHE ElE5THjNSSIl OF �,iii d;%,NTRm.T,;N IO vERIvir TW Sr,uiol ,- TK s.,RLA7-1,ilE: W+Hri SHLil Is it, EH: AN Wli *1 50 �. �It,VD 57FAl AND 9C "i TPEW 7­AENl & SllAli. �_-Aclol:� 1L,.V1'IA ,!�ODE - ­1 ou,jw,c sEcrION 2-1i 3.�4 AITACHD _- 4l I'll A40'4dil "Ac, �lHUFPER SHAl ,v,Ly W ATIAll It, ,�,11`q,ll �:�� .oq A,ow, 'Awt tl,4�("Nus 6 9c"S TO IS li'l "--'Q' CgrVAW.ED EflED, OR AlSd 3D4 iftell SFANi 11i LAIN Et, ,N, %VNIWIA) �'PtD I 5TRi "I EACII REGOLAP 511,ft RANdil WIIH 1,i.1,A,-­1- 1-1, ii 7dIA,iX1r4, ,,�, ,,, �f, ASA ivrStAM, �, 8, 9 . lo AND �lEqh.Tdl .N. , -D n I p R,,� T,LAj4 - 4% lo, hM ON VlAlEfldi ',. 6 A 12 RESPEC"IldfL' Ll­%AH� �,IIVL A, �MrRLE AtHid tinlDILI IAI�l WARK44C; ;NST�Ul­To4t; ill OR A� 'r,r I Ul ", 'A IEN4,ddi TO 3110RE --d0 WITI Aiticr,AF�,, vPH,F1)*f,`ddlrNT Eluli*11� PIFIINil, ild I 1jRR,c,Nt WAPPel E-11 TOLlUll !,�IKIVF eusft�,_�,`NIAM. 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II,d CONt'l To BE REo"4SKE EOR '�`E SELDUION, FAUKPASE AND 1ElLTN__ATlt,1N ANCi%I(NNi_, 4EE �AJPE- IF TW5 "Or'l Aid AiNtui ctiattliala ce 7A'1ZGN ANCIVxAS kiel' PcENNED 1;IONCIl SHAAJ� 8C I V4' � -OR P*Nfl,ll �-,ldl . �ISZZ ON TAIK PF.ri PROl HL'5TE Q'iol N"t 4"Awlt ril fic, CONCHAcks zo�IklrrT tnA -4r-�. rLoAruAcTNI ,D ANU PAdA�T1A&7_ --1 ANN 1 -/4- O�19 OF P,P­OkP ANOIK14od, 1,LoALET%r,'TdoN Sol 0 SITE Ii IrL CIONIIA04i RESPIXo4tdinly Ay� cALK-IN & Aic,l cddl��111-ldldl, NNA0 Fit Mocliddida I'dR" 1111111,11II d4f, Pokirind, L,x,4,;AEiE NO WdilldW(144 till 1� d: I l4c; PRVEW"t ZAkI,l,iidSF" Di %A11L i " .o,,OjdjtRdZI 11i'lldid,j, ,,fr jilidirgO El KII �- I 4k ol Sll � Ti�H,crL11�j1d I'll" P �`�11 �P"'Id'VS 11SEN ddd`OtjL BE � 1/2' WNG hillill 5:1 P'Ndd D 7w,'FO Eltjl�T, .1 d" mmwl FOR '0140, All "Alt Elj,dilt�if V,o "A [I _ L fHl SI'loIll W/ld didoD lod !r1 5PTCH�lr ,Wjjf.rCdl, Si., BE PFFPAAfflCV qt' A fl.ORKA OMEN RED EAAoNEDR ,'ll ARCHNIMT 1"L�o Al TXCI�oK i SE ,dAl Sc,l op At� BLd WARP l L101'L 0-dil OT diK4W (E Us, � 00,q IK rT40l ll APIE Al L' Bid 1Ff1Ac11kSftF PON PHA %ROF.- wx IF INF ll DNGIvErp ot Rox'po, AolAAA, At �A ol Fdi�IIEER TD in, 1 13I A CAW, thl EIRELAST !]TC11,E, PAll ,-c0CiiH_,TE PAHil -AVEIRS, SAXIto OR wil dill RE FOul,110 C� TH9 `1,11 FW-14EM 5NALL SAMMA 7�i TH15 04"ITH, 'HE ��_ SIU-M [,IQAlAe"-, Ff.A AT1111ol, [XtIll WALL o0Q. k%7-Lms sKAIL BE `Wu r"(c.e. 1E, #K-W. �..E .14N sli"'11-ToRE BE l vjcl, =�- FlAl A`C-lo) swLi ft, .1 VFIM�4ED W_ . I i .0 ,N A 2� �0 ',---:S PID 5LALL BEAR lilt [)All A:�'_ CMIDINAL XAk ^AID SCNAI�Kk �, Ill l`N0Fi5V.VKkL DAXNETM " All ria" NRE-ARED ,'I NO MVI.N CCNAEX_ii�Q�.V%L&N �-20 'Aill F h4 SpILTITFLAR 14"wrACTLAid LAMA IA�l _W 05DATMU ll 4 i oSYl LOCATTICN At "CoM T ANtlil AS VANU ACTIL-ASED B-I I Y A Ahdd_P!%, 1kc PANTI DIL'TTER PI Ar.CMrWM;F LEl $Edi "Wem! OP 1,16i Ruldne4c COOS ONE LAM - 1/4' : � 7/5' il WL'IiER�, AS 1AANIdW1d,CT�*nD ni Dl �oc ("Alri 1',050o lo­." Erw.ED 1PY" ler Pop W,Rl dtFoo"i ILAJBR�A-146 TO C0VAA,4 *'III 'D,Tffo� d N19 Al il Od, el - dit'll, l, o"14, `d,oll ANl AS o"OPSIPT"Vi BY At d1diddi'll idd&Dlil 900 ,di TiPl (O ria,linoto, de'llirwe, cocE (� ill I'— 1BOD P .,) " ` '�,Alkci,mArii � 'i_,4S OAeILII�Oldi F�Z-P?Wvilp7i-S,;�.-Iofa6i� % �tll TO ol ,u ,%d,A,A Ill Adi P,VALdIA1, " Ai� NNNUWA01jlia� Er i �mi'dFAti;�rIN PFRwm (NOR IN THE SMILE OF lHxA,.,I�, Nm c - �071 " ,I � te 1, All _�22­1 A, 'CU V 11Z `AP­lZ,QW ANCIAOW". do, dAef1IP:ACrQAN�1 ETA' TIALI-FASI 1XIOPOW.11 A , 114' * 1,t ,A, ��_ � _ , , �/ ��S, . IS � - ), ,,, 5 1: WNIMIN EV011 01 FAICCV1 �DAQIAS� Q,Cfl "ANCLIAl ANEL Cr FQ--i,Ar- A:417�',`Itl .1cd Fir C0.1i '. �� 1. � ` `1 . - FLORKLA BUILDING CDOIE (i Vill Ad Z­� � i ­1 � - I I/A- I i2 I -, . 1; �­­ "T.- - ; 4 Z : I � - - a 20 GAGE GAILVAILd S-TiEd. STORU PANEL i _II � , NO, 4 1 " - � �,13' i- it ?I �-4-_o` S -- )clC'QRS 51l BE EXWDF­��4 �11U r,A1 I UAl Rl � lNr NO PmEla tr ___ - - � __­ '_;t ­ I zxo� Wild) Ail --lil OiRl"T7111 * 14' ­n 3CMEWS '1311"', smALL BE i 1,1­"' WN,A&,0 - _V_TE_C 1- %'Air; . - 3­_,43"l ::::�__ �__ Noel r �� 'GLOBAL FROTECTION MODUCTS tvAll'll AAl I la�w " Aill w", ", , - T , ! - 'Iftill � 77-:� , i� , ai 1 'S-`� 6 11L Id --- - - lid TAI- ,jr , __ I iaL-- .. bp '"Ariff . - 11-11 fil twf. �A` I P, S -. "'i , ­_ s_�A� ,it- "t"i , 1$,. . X­ 4OR' E�M ",11:111,11, lieldeodke, loo, 1. Md.;IWE�Id:t I ;? -�_ a) ID, i ,,, 'AY, - �AAAAI­L­ '. OF ­ "', r �. �L- , - `L01N,l, l illl- ­4 - - - El 17A -, J. - - , ­_- , ' �5 " -':.'hh h h. ­.- ­­ ;5;;;ld1`, _ � �;; , -� 11 l , hh. � . - " , L. - -�, I ,; is, ft'L ,�l'--'­ ,--_:i:a � _ I 79lidddsr­p�E��E "A H l 41101,l IA-6mi ,.T�, J�E _�.� ,,,,, '410 �� v, ,,, k",p �A.,odli, , -. P & V 11 I P --, , IIMI � 1. 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I ­ 1� W�I - i Z _�il - - I I M,del MAdAll J��:, � toddicArri _ vAl � I Rlsocide Or ­­ ­l ­ �� oul NAKAKIRS �, ,� :"_ri,r ",, - , Vo­2tI 44 I " I , 1 � I %, Ill ;i - �� 4" ,� W Mo I i I _ � ­__ : 1,�,",,��6l�,�.L,""�1,11,���l,I I r�al - . o"'It"D W, Sil - it iiAl­ Old pII�I. Thol,t 2 HIODIA" all I vola", c�� "l .., Oil A"OFFIS , , . A, not 1414EDULL ON "" " (SEA tool an � l t"il ,� : o i�vl .� fs. Ed. ,�w socill 8 ,-%&A- 4) " � I TK*VA;H IS N I %Ory I TINPOW, o S-Ert t Iffliouic. OA � -MiDUIllITING &LIM I SCALE 318N,' 42 A&M MOUNM %;lLE '/l itil T MOUNTtIfin AMNATE §L119111-A SCALE 3,111i BUILD 1291 MOUNTING W��,� � r _r, r I ___ __ - - ___ - ___ 1E '% lw-v i � �, , a m - IEDGE osiAll e� Sa SCHE-rl 041 I �] 10 j �111ddi 141. WTAVc_ il� ! - I RA OWN& . I f, ; = I ii Sli 5 & 9) .9 � I , V � � ,W**Sr E - , L 6 ,;K R0U_E-,LDQMrANAT,l OF qFf-1 1: � � i It el 1 I L62 'Ir itz i- li � : V 'I I !A,ti- A BOTTOM NIHIUNdri i ef wltlifloft,h,ld� - "4 CCINISNED IN AWE WAIT TO SUIT ANY `��r A� I I - i ,,, Fill ,j , 7,(4( "SITALLATION . ... . .... � -i � _ � ___ - _ ' ii ' - - g" Till , ill - �. - -- , - , ,�,' � ' �-, � Li 7M i CcAiii "ORETA ,�,� .. . �. E,V,t , ,--% � 2;ll �­ 4 ii , - 4 L - 4 4 '2 . , _�? � l FLORIDA BUILDING CODE li -come Zero Z �' �, , CLINCINCTIT �, AXPIARM, �� 34 4 _ 1� i! _`d1­­`01­1`1­ 3 ,Ad ��? III-'q4167 �. 5: I1010 XoCIA, � - � 2 � 1 , , * .__ - i ,_ rATF 0; .' ,��- 1-=­_1 - ' ' ­_­_­ !� ol - * "", _�- 14- ��:�- I IL E ______ 'I, GLOBAL / coltme, ._.__2W..1`l 20 GAGE OALVANIZED STEEL ST0RU .­... PROTECTION PRODU _,ll1,­1l J, FANEI, i ill ­ 1__!!!!2!­.... to ot/IWO LC. d!" 'A �OUNTIN CEILING bffit� 0 , , , l, �,�,�,,�1'11;11 ` '.l , ni 11'"A"d 0 `d"GONCEdi - C006VAh,, 4*tl .&A S'.. 51 Ad"Ll , tAw- , �F_"­)&Fl`�el I. QIM ScAll S/Ni­ � ,`�-. IN, - - - - 4l . - olill 1. VAllllel­ -DWE NE`WD­­i` ­4 --------- C�0*067,, FNFW­rr'%�Z_ -M.XR A. woo, A, `lt - 50_= - 9 4.1" - ­ - - - .L_..�_ -_ - , - - - i - I - N.- - , Sib S"M of a =_±:d__,� I I - I - 0-MA TERIALACHARAQ-T-MaTICS AND S PIEQ�fIJJS. ­ � Shall te strictly in accodrdandi toll General Notes and Components Ml4atedd on sheet 1, 2 and 22 of26, of Product Evaluation Docurreent(P-E,D), drawing No.20-176. Anchor specifications shell be as indicated on e-hel %,7 and 21 of 26, of Product Evaluation Document (Fl drawing No. 20-176, 7. ffATJOAS All CONDITLONS Of.,V , , $F� 71. Sill strictly in Compliance with General Notes No. 11, 8 thru ,I �4, indleated art sheet I of 26, as well as Geni Klotas # 1 thru 4 al 1 1 thru 16, indicated anshi of 26 ot Product Evalualfim Document (P.E-D.-v drai,vingNo.211A.476 " prepared by T"fitel trid and signed and sealed by Walter A. TAW Jr., P.E. 7.2. Product may be in5talled within HIGH VELOCITY HURRICANE ZONES as diallned on section IM.2 of the Fil Building Code. 7.3. Prioduct shall only be instal IrAtc, poured Concrete, concrete Olock, and wood frame structures, Product Evaluation Report prepared try Walter A. TOM, Jr-, P.E. (Florida License No 44167), President of Till teco, Inc. (Florida CA-000671 9)� �"ll,ildidibilt0i ,el IN, TQ;.�11!*1, o � . � ,­-_ " v,. "l , �. . - ,A EA, , L ,z,i�'��` EN -. - -',-, _. I ... \\r- ' �. IS, 1--�:�L.-�-.---�-:�75��:--'---,,�-oI 44167 -. S I __ . , . = - , _- = � - ' 'L ­ 1_,di : - - , k I 7�- _,�_;I7_ll -, 5 -1 . - 7--- - - A�ll 1� 0, � -, , � . ., V " i � . 1, Ill l . i ........ , 01 il Ad, l I 0 Ael", , , I Elk- IN Yl i T I L TECO AGE MON RECCil k P � E. RCPORT 21) � GLOPIAL PROT E CTION PH 00 LICTS � Li 20 GAGE " VANIZED STEEL 5TORM FLANi ORM # 20�l 7b L REPORIF # 2G-0728.01 1 - - _\ I Z I-- ___ -it / i LFr:CO IN 1hii TESTING A ENGINFE;t)'ViO� COMPANY ____ _.- --�....---��--�-��-��--...����---��,--,-.- WAtTrFl BLITT, ;K,P�Kl : " filtorjx4e,Lman RRODIii 0 '110N REPO R.To '­�N. ,14a.� �L VA ILL J,,-,A L+__ol3* 9 . . ,I I�ci� I REPORT NO.; 20-0727.02 DATE: July 27. 202D PRODUCT CATEGORY: Shistlers PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER� GJQW-Fialtaiction Rrodutd:t,l 4800 SNol 51 Street Davie, %;ica =3tdi. 1- PURPOSE QF EVAINUAMNA Tri is a Product Evaluation Report Issued by Walter A.Tillit, jr., P.E. (System ID # 1906) to the Global Protection Products, Ill Rule Chapter No. SIG20-3, Mathiedd ID of the Florida Department of Business and Profesisional Regulation. 'this product Is being issued an Evaluation Report as described herein, and has beer. venfied for compliance in accordancewith the 2020 Sevend Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by ft Code, This Product Ed,ia lualion Report shall be subjert to rayliew and revision in case of a Building CnKle change that may affect its limitations and conditions � . - W41rill .. . I Zil -PRq "U_ EVALUATION DOCUMENT 1P.ED.): Drawl No. 2D-1 7& tifled '24 GAGE GALVANIZED STEEL STORM PAll sheets 1 thru IS of IS prepared by Tiltedi Inc.; signed andsealed by Waller A, Tillit. Jil P,E,� dated 0712712020. Th,is drawing is an inte RZ.Vnmwei Evaluation Repo it. . d it Al eV 'PW ... � , , /,* �,,. ,­�- .l-,, - l. " �,,. - ,"*�--" ,,\f,lENS&%L` " � 1, �z _, , :ft ,li� _­­_.- ml�_ -. S - ,. � , '�'��-- 167 '. I - ; � ,� . �_ Ill :*= - - * - 2 � . Z I S -An'� STATE OF ,ic, z �� ,,P 1, � ll ' - 0 ,�-. 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I i vIl SCALE Z116-I, OSNL lc--S!!�:'O i­1 ,I , POE tild i : ---i--.---l.-�:�.�--.-=��,�:�.1-1�- dd I " � A., 1, ` I i REWIRCO . r jg,l,,_t -"�,;,'­ �� '.1 , i'dod I I =,e., di :�� , ,� ,.,,,, t�.l, - dl ... 1, - - � 11 ... . �, � J I � , . , ­1 -- ,To - . gUy."W�1111-AR, � ,A,, � /4 A*F w . ,� I , tl.14941=7� W�= Ell .,It ON I,"t�- �� ,,d,,,,iA*0A FAVEict,l r - , V11`1 i 0 " llo�iciiTE I �0 11 I NAV T-.gV� Atoo ... � _ �QNKA97r ."'_ - .,.- I . ­'_ .1i " TAIA O' TA" 9W ,HS=1� ��_ �___ I - � . --,-- __ __ . - - - - ,WE slT ON 6 ww,_Ajc� ll I �`, _?� - �_ . I '­ . _­ll - - � �­ I "� I'll " , , - - ii,,ECS VHEM "Orok"l NTI 9 Midi . 1UU 01.11 MQUHIlbill ; ­ TLL­_ c- I � I � _1l I I t- . �, - _. � _. .- =IQF,-Z - Ell --- .F`o_ I . �t / I - I . SCALE 31`3�11 !CA" ,,,;B.I* CIAEVAl AV"A a� i - , I- -1 . - __ - � 0 1 = �;= =1 . [ME OF EAl A - - - -,--- - I - - - - AAF - ,-,* I' Addlif , ,om.il �, ,,Is � 6s,ANiH 1 01,1JAiAlhic. E l lqED,,"E 43N I (j) - (3, I I�C� Oltil PiDE OR 1, 4 [=-r-; �E , I ,..I .\ I , _ EfPLANI "157JNG SIUNC4V P I ACididdi PLAR SpoLeSp t 11 SiNDUE 8 & M, I l 'Al 511AIS 3/i - '4000 "or, - 1 � I �l'i I L­­ "��­­ " ­J ­ l A,,� /-,\ 45 , ,,A- 1, I I h����,--�,,.��l"c),�,Lbjqx,--.2t�� %:o*oo I - I . - - __ I 11. I � � I / % kJjLd 'Us' �IKR I" � '.AkD­: - i -----,A,,;""' I __.1 .1 � I i � I 71"P & D0,70M VOUNII-IN-GE CNN N: 0 t 111,0015 Pl DTAct-7 - . I X, BF-D T-ACh . . �:, - , . . � Al 9 --i K� Al ill TC- 5,31i Adol I CAUL-up-L"N _% - ��­ V-CAJU - - � ; � I iHTWA-_LA11,'0..4 i sc�, 3/lls-r - E �`511 , _�-_ ­1 - i --- -­ !_�ds 0 "Re'll S, i - ill , /_ ­ - , c � . *_�� (4 L-: � � ! ,,� I - : ? C-,, - r- L�U, � � -. - _,) 1-1;4�k lt:`2�� , " I � (i Well Ed ll_­u��-­­�__­_,, �­�� E?15�llod! Polumm 1- �. � . ­_ _­ - - ,H,, sd,AiA 'el & il ILI ,.� � - Ft0l 1XIKOW CODE_Kurdi�al - . 1.1;,,VcTTT 44T'0�� , - ­ ­ - COK­ - -, DIM. li Ili W 1� , � ­ll. � - .­__.­__­__ .�. _ [59Z idt,EP,.r I Yl W, CONIRIM: 1�hil , , F�_ im "Tile'vi I - / ll , ' � % ,il -7 7__� 1 H &AiM 0 A .11 20 WX GALAFANIZED StEEL STFORIA PANE ,, ditildillikED : "RA.M 'A'do 2 , " 1`11111 ,� Til I , , , A, mI., 4 Ill I � Nol 44161 -1 �� ­ I I--'-- - - ­ - ­­ I " , 4 - P;tODIi � �lll.ri ciplE, X� tQll - A M . 1. * I �dlzl I ;1 : ,�."­­ ­­­_ I iGLOBAL PROTE 0 C -- 1� -`�A`l " ED4, �1/8., - il I ii, ,�, - - -,t� � 67.�tt nd: ��l - �, L Ell 0 diel , ­1 v l 1, "'�,:% iE - �_t, - .4Z I r -11, � S � ol T - - � . I 4ii'll 11 131. k _ - .� -� -,n , , -EPN-�,!. ,� _ , -_ - - I O _900119]ILAT _jD_"_R � , "I �� 1 2 B co /WQ2li ,-""-,��r,,�'.:-- _�­�,7,;",­ jr- _� _* VIZOIMEL�! i - JWAJ.IAIION IREMMT 14 2 U.-TIEST-IRE29133M I-Arge missile Impact load tests were, performed undedir SSTD 12-99 standard as pair section 1609.1.2 of the Florida Building Code. Uniform stattelbads as per Section 1709A.3, per ASTM 1i Test reports prepared by American Testing Lab of Soulind Florida, Report # 081 4� 01 -01 dated 03411102 witnessed by William R. Mehiner, P.E., Soriz Mol P.E, and Henry Hattem, P.E. and Report No. 0219.01 -09, dated February 25, 2001), signed and se . aled by Edmundo Largaespaddi P.E. and Henry Hattern, P.E, Large, missile impact and ryclic loadings per Protocols TAS il & 203 as per section 1609.1.2 of the Florida Buildling Code, Test Report prepared �y Amehoon Testing Lab of South Florida,, Report No. I 1 2101 -10, dated l4oveinber 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1W by QC Metallurgical- Inc., dated March 13, 2009, a I Vned and sealed by Frank Grate, P,E, as per ASTM ]=--B and Tensile Test as per QG Molaffurgill Report No. I OKMA 318, dated December I, 2010 signed and saarled! by Jecry Jaclotano. P.E. as perASTM E-8, U-STRU-CIVEAL MWEEIRIM-CA1.4.U.IHATIONS, On 24 Gage Galvanized Steel Sterm, Panel for maximuirn panel length vs. design wind load, as well as maximurn anchor spacing vs. design wind load and panel length based on rational and comparative arelyl and in accordance with soction 1604 of the Florida Building Code. Calculations prepared by THIsco, Inc., dated 12/16110 and 08127113 (farthis revision)i, eligned and sealed by Walter � A, T16111, Jr., P.E. 3JAMILEM-PAC11"S TANCE: Large rinissife, Impact uridersection 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4,W-ND LIM-1-REMIANAM 24 Gage G� �vanlzed Steel Storm Panel has been verified to sustainivind preaf;ul Maximum panel length shall W-as indicated on shei 9, 10, 11, . 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No, 20-175, Maximum Anchor Spacing shal be as indicated on sheets 5, 0, 10, I 1� 13 thru 16 and 18 of 18, of Product Evaluation Cocument (P.E.D.), drawing No, 20-175. 24 Gage Galvanized Stew Storm Panel has been verified for code compliarred to work as a non-pDrodus storm stilutter assembly, as par SSTD 12-99 Standard. �%,.%,Aolilitut�ft, ll, �&" � A � � � il,q , I .,11. E "" ,_ 1, � - - 't"', i, , Nse"-, �� _ - * - il 7- - I _5�_- . r-:--*Z-'- :Z� ,,--,A- -1 ' I% __ _,;� :__ - 1; 67 '*. S = -:,��- z 7�6� _*_ 1. * = I - - I � S -0% % STATE 0-F .1- � I '. 1, l, I , I .,._ ...... - Ill, - l' $11 1101W I I p�Z(gl�l#ckiawj"Rimxl%4i(IL,v,&X;L$):i a S , 5-WWALL A_TJ9 hk Installation shall be parformed striti in accordance with details Ind icated on sheets 3 lbru 8, 12 thru I 8 of 18,,of Product Evaluation Document (P.E.D.), crawing No. 20-115. Minimum separation to glass Shall be as indicated on sheets 3, 6, 13� 14, 15, i 6 and 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. C M ATIER IAL C -HARACTEM-S-TKS-MP..SP-E,CjF-MATWHS; , Shall be strictly in accordance with Gained Noleit Ell Components indicated on sheet I and 2 of 18, of Product Evaluation Document (PlE.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E,D.), drawling No. 20-ITS- 7, LIMJTA N;S-ANI) _Gj&DjTWNj_Qf - -'- -USE, 71 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No, 20-175 prepared by Tiftecod. Inc. and signed and sealed by Walter A. Tillill, Jy_ RE, 7.2. Producl shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1i of the Florida Building Cole - 7.3. Product shall only be installed into poured concrete, concrete blocK and wood frame structures. Product Evaluation Report prepared by Watiter A- Tllllt� Jr., P.E. (Florida License No. 4,l President afTitt000. Inc. (Florida CA-0006719). ,,,�­.dl - f;44/ ON , _ ,,7. _ik, ,.­­..� 4/1 ­-, ,S� 4.i.` 0116 " ,� . 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OESIGN PRESWIRE RATOAT SCALE- 1/4' - 1' == - -,�-- r I ne. ! —F I , -.-,-� - � ! -- 0� 1 �r--- . k, -- I NNNINO I , i I I L -ViN- / ,l-.--V.L, t-- � - �-- ---- " �f- . � - ,- - -- 1� =---'— jimfi-MUMML Jh31&UA1B&-=-U2U2"W SCALL, 1/4' - I' CODE fft�i volocilv Hurr-lAnoe I I - -, —, - � - ----------...--- -.. . --- -- ;-.,--,. - I CONI Aik,NI LOMMM Aw"I -------K. COVII W.C.01IIII SEC SCIREPLAI Lot Wr I.: - (SEE SLNO)KILL COI ISW"`-E"Um"-N\u, Ll� Not 0000 "I M-I SECTION ON S, -- I - � 4 s"Er, ,,� �.N­ � F*1/4. 7/1. W4, 3/4 . 41. - & w/I 1 2 & IW/15 R07 44� �, � ,, '. L ,,r Q- "� - - , I - , '" AW, N� 31 qe� _ 4 � " .--I POINTED Oveam I -J . '. V, i , _ ,� � lEoviKII), I L [t � - I � � --A------- - - � -;,- . = L -- - j,zmy I - NOO � 250' . . � -- - 1 , - � - .NT` . - i - - - i ---4 , .1 - -- - - - I I ,�� +-' - �� , - I I I ji. IP I `E0QVeF0 , , 1, 4� T - - ! . - , I - . FuLFI C1.12*171E I ----- - - - \1 - E - i - L 2 1 , � 11 �1 I I - I - I 9� ; 11 � L i ' , I I � , � � . 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K LESS ,I- .oNAw- _�_AC KBrA_ I , Il . 5 , , I _Ii� 11LIECOEI �C; _'Flow 10 F�Ac- oo.��,� �_ M F_� R�TABKI - i . , L� �_ S. li� __ - I , )RI'l , F� '. � ,�, � 9 '. _ _91 I( I lffivc a il"M­_ � Kit. `t !",, � 11 '%11, �� "I,,, , i on"m I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SA-Ej�YST RM PA SYSTEM , - - , REL- IN-19-E& ING WOOD STRUCWHREa . - i I � I � I ­ ­­-_ I i I _-_____4 . I ,7 ., � I I , I l �.: 'il .... ..... . � z , I/VO VN� 4 01, o'l- �� , �, I� ,�V r Lq Iq I HA ITI �!Tea 4 04. OBI ... V AVIN", : � 1, I`Ifihr,V� : I r i I � � I I -uu:51,41I .'- ,--- - I� ! .. 1, �2- 1 L I - - I t � � 2q=-�j - RZ - -_ -_ I � � . � r R,CC­_ - - I 11 �- A,ft,B �&,I I � - - I l,,.-,, � --K �- I— ­­ I �,, , T, A L F-, - __ _.., � , � � , i . I 1 L � � �� : I - 1- � r - - - m - I t z 1 . i � i iRn I.CP"I­ � -, lo., 0 I i ' L041ill �_ lifl�51�r .0 - L FINS, EARI '! 0ii 91411P 11I I LACK `KLIt I CITI1101h� VIPs, , �. - f2l -----I __� � LF7 -A ! , i — - - _­ ___ . 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[fr1r:I4 1L,l7­20,L* 1� ; - 11BBF %FTE I RDL,Wlj AS US s ir 7/lj,. I _04 - _­ -1 1', ,,T1 1 - I I � IYAN11 NO l� . : � � � - I s� - l - I i - � , . � w !'J'� -, , 1 - � � J; l� I 1, � I � I f F . � __:- __2 i -A! - I I I � 7___ - __ - - ­_ F7 = _ I B­ ER. - . ; I - - I - _�_Vmft U; *_ � E I 0 i L__ I,- - - 1 k _. - . I ---i — - - I I i , - 7 .I- --)NU P�11 j ,,,--A , V321, �&44 NUI �. . � ABIALARED � KBICKA, a f"BKRoAj i I of ­2 BAIiALAI Kl I I I "I ., . I 0 11 I,"' C C AF-'I 1,TIa' 11 - 'A. -4,N:AI,,',_,A OBBE-BATFNI, � - F 'T"r, i � vaIin"l-E ri F., � I I Il I 11 IMAL UNI - O N - . AUERHAIM-ML - "I .L � SI _,/B"�, I " I A_ FLORIDA BUILUNG CC I 1N5TALLAM,N,._QCjAtLj__r_QR OPTQN__*2--_f1QR.1 E SAF.E.T_Y._STM"P tjF.t,_.5XS.TE.m wIQ_EXj;5j*,.jI4 ' URED CQNCREIE--O-R,.,.,MC�Tf-,.,��,Ml�LCJAJ.R,E.5 I j4K TAPI Aft'11INNE I W TAINADT, AN-1salim 4-91 Odc, 0 01 ox . I � 11 ... L . E� __ - ,� ��� i ,/4' , Y­ ; 'L 1, ,J) i- � - - I I - (I - _� . I J; I - � . . ;: ; ,�, � i ,�� " ! -1 . 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I , I � , - � � i, �_i, I � I- � I a _ . � - , I , I v I � - - , cv ImPon = I � Is ttAI . ­K i � � Ow.) I � - . a 1w = If ! 111111�ml I 11 . I .."t a � - _� �'- 17 . E .--.,---. il 3 I rCx � . I � ft-, p -- - I , 4 �� ­� � � � ., � T , � � �*"­ ,-,., � � I 6, ,,R I , i . I - I 0 . � 4 1 - I : , ! I - : -, I . � � I _� I 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . Q'Lo 0 V &I AN THE INSIDE OF STRUCTURE S ill ALIJILINUM ti(ITURII TO BE III ALJ,OY �N�l ROVER B)NILIT5S 07TAFRATSE NOTEt) A Tv � k _IMrATTB S,FE7, MISTAL USTI Al CLOSURES S11.q,1, HAVE "iA, t, � 4 ALUTII , , I L�A B',fVIL METAL PANELS 1�;,Wl �IAVT 51141,1CIT'SUAL OI,F,llil �FCEL_ ASTV I 953 CRA,D�� Ull ,P., CAILVNOI-�'ft, ' ILCL L� 1, ­ �Nlkl;& W/F�I­ 58 5 N11 l OONI S 11D, &C --s 10 at STAl"Irss STER X4 OF 116 A", SEAKA BH WRNI lIE"FiSIANT COA= CARIM 5TSEL n REN ::FN 503-g W/ 50 kIi� T,.--LD 51TRENGIN 0440 IS) ict� IENSAE STAfhI 3,' %HAAL COMPTY Wl tLOPIOX alllLOO16 COTTE BEAT*= C4t $ _1�1 4 9, 5QLT',i Ill BE ASTIV A­307 CMvAAl STEEL' CA AS' W4 K��Rta STANILM STOLL WTH Zl& kil� Umloltilll HOLD STRERM,H �S ALIC-ORK TO WAL-1 S�IALL K AS IDLILOWS Al RANRA� ,Clicsrm - 24'lt 1 - lAJO­fON ANCHOI AS MANIXACT-10-Il 9A � T � BII II twon F-3192 :,­) - /4- . � 7/a' CALK � N' ANChORS, AS LVWUBhCA 0 R� SOWAIr INC. Ilom it.30W p.., .1 - A'- '� RINILLMAI FEMALE C & NRF�RK71[ AU­Z AACKARS Ar. MANUFACTURED BIT FLCO &)OrTRU­r%RK FROnum ff'�-3_X$O p A i ) � i� Vb^,.J-M EMBEDMENT Of TAPONN AN41-1,016 IP410 POIAED - NCRETI SI BE 1 1/4' AND 2' 1`09. �AINII _ .0 KEMAIE ft & PAITEUI PLUS A2 " ill w fWaIDUENlr ow I /4" 1 T/I CAL.- IN ACCFiCQ�r SHII BE IS J,ts, jOVO CatI L al No ITUBEDMEW INFO ANY PNISH IWITERIN. SHALL RE PCNwar_-,r Tit' 0-25 Eli SPOERALK 80:1"Tr DIED Srottt bt LDING ROCV�qSNOI ANY FINIS4I MATERVI TU051 TO FIAAANF -1/4* ARO APIENCIRS, A,3) IN CA -IC 1hillf lI14l1','AS,T siri�IITIIL PITLCAV Cow-RETAL TAI ON PAVEPS Pll:� Pi I'M 1,TS EXISNINO WAIL CAT TJI ATICIIIIIIIS IlIkkk UK li�AM CNVUI Hi ALACH T11,17 ATI SMUCIIJIFIT, ITEHINO SUCH PANII AF4c.4OQADT` TUAILTL B.- ,:A MISIRIIIEll fliT AA) jDa IN 0I kal; 30 ZSrj_�&_�01&111:1 1LOI.2_1161�. I F4' 1 TARCON ANCHOMS IS WANUFACTLI 40, V 1 1' W BURDEN, INC �_ � ' F I A- . A I/O' CALK�01 MrHI AS &RAmArACROARK D' DEWALT Ott (Il'-1500 p, � � - ol PAIRILMAT-1 Tt"-E 10, 004D NANrLoR­­ ACiA BACIR)IIii-S AS MANUIVACTLREII Sir ELC.0 BOkDTRLoITqWj A;t_-U__T5 W.-RIlt 0­1 ) F poolL k ."", I, , -�V� I . N4,1A,,A ,40q.A, , , , � , , . � , , �l` �M, * . � �, , � . / .,." ,Ocllqs� _.�� ___ � % 6 � NO. 44167 ,I c z E Ar., � - * . z - - = rLORIDA DUILDINIM COO! S!!V[h Velatilty Hur come 2:000 .,-- ­__ __ : Z .-- - � I � __ IS � COm. TUI All: 20 Il GAILYAReED STEEL 9 ­1 "'s 'X. ,1z � ...- �, ORM PANEL � 11 - . Wool, LIT - �� 4_ - .— - IN ay/wallm, ___.... .. I , � \ GLOBAL PROTECWN PRODUM, LLC.j wc 11 I I i 11LIEC Om. KI t* - - - , 62o&IUIoNo W EIRYWIPAING COWARY ALI "L AR`� I / _1 ol_ IIIA m �Fohlooft A U. AII -RAA I - 20-176 -I NoAlloloo, HNA&HF_VW _w _.�­_ P. .th"SItool,"IfAm, v - - AmLm . � - "L i 1 .,:��IA - I'low. - 9 ..". I - � . I - _ZI 21 W 2S t 4 z z w mi : I ' 14AY 3 0 ?P3 w � Virtu % :. al Rew . 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[fr1r:I4 1L,l7­20,L* 1� ; - 11BBF %FTE I RDL,Wlj AS US s ir 7/lj,. I _04 - _­ -1 1', ,,T1 1 - I I � IYAN11 NO l� . : � � � - I s� - l - I i - � , . � w !'J'� -, , 1 - � � J; l� I 1, � I � I f F . � __:- __2 i -A! - I I I � 7___ - __ - - ­_ F7 = _ I B­ ER. - . ; I - - I - _�_Vmft U; *_ � E I 0 i L__ I,- - - 1 k _. - . I ---i — - - I I i , - 7 .I- --)NU P�11 j ,,,--A , V321, �&44 NUI �. . � ABIALARED � KBICKA, a f"BKRoAj i I of ­2 BAIiALAI Kl I I I "I ., . I 0 11 I,"' C C AF-'I 1,TIa' 11 - 'A. -4,N:AI,,',_,A OBBE-BATFNI, � - F 'T"r, i � vaIin"l-E ri F., � I I Il I 11 IMAL UNI - O N - . AUERHAIM-ML - "I .L � SI _,/B"�, I " I A_ FLORIDA BUILUNG CC I 1N5TALLAM,N,._QCjAtLj__r_QR OPTQN__*2--_f1QR.1 E SAF.E.T_Y._STM"P tjF.t,_.5XS.TE.m wIQ_EXj;5j*,.jI4 ' URED CQNCREIE--O-R,.,.,MC�Tf-,.,��,Ml�LCJAJ.R,E.5 I j4K TAPI Aft'11INNE I W TAINADT, AN-1salim 4-91 Odc, 0 01 ox . I � 11 ... L . E� __ - ,� ��� i ,/4' , Y­ ; 'L 1, ,J) i- � - - I I - (I - _� . I J; I - � . . ;: ; ,�, � i ,�� " ! -1 . I ­ I _1 I " _� � r , - , . " (14-10`0 PANrUMAT1 PIUS AT/ it*** , 5I Vow NUT Wi-SHER I 0 a F/4" 0 C, lioFlji�Dl, �1;wg,wm 1I TITS FOR 00I ft"DiTIT'll � I "I'll _ 101- RMIAR EMEL SCALE 3/el i I Ile. I ,/.,A SIVE SHM 10 a 20 mp RAO-ONS F". a I AN" Im FAIdioAft I i III -I 0 . _L . $1"ACNIC FOR NISIT&JA1000, AM WW, ---. - ___L_=n, 1� — I AC RoCom voI (NO , %w4ww AI SPK.Om loon, vollax, . - _2_ — EDI 01KTANCE ARE .WATEI ON IlKS I litmommotimoom �— 01) 11 5viER." III ", Lm �m AOARw AK I A- ARI jz;�-&;I Ii - sc,omw ROME AWI S"Ama r` . � I 3 In looULTIPLVIII4 !PiA"4 %I�X000 lt� gc,gvAf I Amn EA B= MI 1911" ey THE muloomoa 1,107TORL NOR r4t, F ! 7 J" -1 - 0 tRAI 10 BE -:61ALENZOOM - �- � S A. wocil"O mmktn lam #11 04 PALLLA, I 1, B,-1 . - af Um TWO VIA" VI`c *045.II 1 - ___ __ - l, THIS FOO 0I 0OAck I'VE Q � ,c.EPI IF T r I M I W - I I I-.--- I I - I - .Pl i __ - � =­ . __ - - ____ B6 # � : 0 � I . - . I , I � , - � � i, �_i, I � I- � I a _ . � - , I , I v I � - - , cv ImPon = I � Is ttAI . ­K i � � Ow.) I � - . a 1w = If ! 111111�ml I 11 . I .."t a � - _� �'- 17 . E .--.,---. il 3 I rCx � . I � ft-, p -- - I , 4 �� ­� � � � ., � T , � � �*"­ ,-,., � � I 6, ,,R I , i . I - I 0 . � 4 1 - I : , ! I - : -, I . � � I _� I 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. 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OF rlSi M� RE '�T ____ � TAO _', t KBI BAR � W-AU hfQUNIING I - I 0 A fiffrBCA � - LOU �,I ARE AND CON rTED I<) eOTI �AABY �­ l - I E ScAlf 3/4-t*- FLOI TO jbn BUILD -OUT mmalmr, - 111 F � E 1,114! Q) - � I QEwfi kow, lly- III 114ST " , - i t r-rAlSp %A1 FLAW,LCOF NO PATIEt (V S;AI A----- pp-c,,,�--�m AT lins, N, SuciI PAN,LS W.cm 1 � i : m I, � SCALE 318- I, I - =0 a: SECTION 4' - i k� ioJi H CAS TIOT EI FAJ�Ll�S ARE NOT COHNECIn 10 ,1lfMsAA �,N�Lr 4�;.� A VI BlIR I-) 10- IN51A_01I III E'r, PIRELS AND SOME INIERIOR PivKELS �_ RRRT�y E ; � 1 IL_� 11OU-4.1 SCALL 3/8.,- 'SlLE 11-- � j E . I I I 'S 01I I LISED AT TOP) -- � - fn H � . LIS 1, i1AS1 IT.", P.ELI'SHALL BE 1111KEICT TV CIE IIII , I FX's-'A'L STU ONAFF Br__ — M, i% ; i i � - r - . , N SUC9 CASE, UB, ,,- -,, ,. -!.I- 3Y_Rl 0,- PANELVAI rmE _-_AAAz . %I1 spm.rc LI " . . . I- Ei , I 11 w-LINA, W, S!I WINWEC Ck NOTt (1) ASNIF C&I 01 VINEBS MAV 5l: TSSD 40TITLY !�jj" TACT-C 9KKTOA TRACK TO WALL K I 11 I/ . 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I = , F , � _� , WE OF �-`Os f 20 GAGE GktVANIZED STEEL STORM PANEL 1 al ` "' i A : IMJL 4 167 �� , I � OR QIIAE RALVANAPED 5TER, SITTAW! PAW , i A _\ .2. RL ­ 1- - = , i � ltim rI � . I DRAB III . 4EIL __.- , ,�,�..�.�,�..-----,.,.-����----- . t A: � I -- ­­ - ___ - __ _.__._____ ''. I L L­ 7777 '77-7 I , "l� �..�"..�'ll'..��.",�l-.��.�ll.,���l.,.,�.,.�, -1��..—..I..L�-I...'�-���,-,,.��� __._..__ .- 3 . .. OQPI:.-. ,.- I - - i ; �. __ ­ . ..... . __ ,, -, ,, . I, GLOBAL � � 4v I I - W E c 0 T, .. T, _RCE-1 � 0 R mIl t._A.��' __.- __­­6wt�'\ - - � , _:KJA �-- - AIB BT- I e�E%Nlwl�,,;14 � � ) ""A'A'A" c T--.-,�;;�;- __ "­� - L11ANK. JQETAJL 1 IIN 9��4­ II - ` , - —,- PROTECTION PRODUCTS. LLC. ,I,, �, '� / i , 4 GLOBAL. 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I ,/.,A SIVE SHM 10 a 20 mp RAO-ONS F". a I AN" Im FAIdioAft I i III -I 0 . _L . $1"ACNIC FOR NISIT&JA1000, AM WW, ---. - ___L_=n, 1� — I AC RoCom voI (NO , %w4ww AI SPK.Om loon, vollax, . - _2_ — EDI 01KTANCE ARE .WATEI ON IlKS I litmommotimoom �— 01) 11 5viER." III ", Lm �m AOARw AK I A- ARI jz;�-&;I Ii - sc,omw ROME AWI S"Ama r` . � I 3 In looULTIPLVIII4 !PiA"4 %I�X000 lt� gc,gvAf I Amn EA B= MI 1911" ey THE muloomoa 1,107TORL NOR r4t, F ! 7 J" -1 - 0 tRAI 10 BE -:61ALENZOOM - �- � S A. wocil"O mmktn lam #11 04 PALLLA, I 1, B,-1 . - af Um TWO VIA" VI`c *045.II 1 - ___ __ - l, THIS FOO 0I 0OAck I'VE Q � ,c.EPI IF T r I M I W - I I I-.--- I I - I - .Pl i __ - � =­ . __ - - ____ B6 # � : 0 � I . - . I , I � , - � � i, �_i, I � I- � I a _ . � - , I , I v I � - - , cv ImPon = I � Is ttAI . ­K i � � Ow.) I � - . a 1w = If ! 111111�ml I 11 . I .."t a � - _� �'- 17 . E .--.,---. il 3 I rCx � . I � ft-, p -- - I , 4 �� ­� � � � ., � T , � � �*"­ ,-,., � � I 6, ,,R I , i . I - I 0 . � 4 1 - I : , ! I - : -, I . � � I _� I 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . Q'Lo 0 V &I AN THE INSIDE OF STRUCTURE S ill ALIJILINUM ti(ITURII TO BE III ALJ,OY �N�l ROVER B)NILIT5S 07TAFRATSE NOTEt) A Tv � k _IMrATTB S,FE7, MISTAL USTI Al CLOSURES S11.q,1, HAVE "iA, t, � 4 ALUTII , , I L�A B',fVIL METAL PANELS 1�;,Wl �IAVT 51141,1CIT'SUAL OI,F,llil �FCEL_ ASTV I 953 CRA,D�� Ull ,P., CAILVNOI-�'ft, ' ILCL L� 1, ­ �Nlkl;& W/F�I­ 58 5 N11 l OONI S 11D, &C --s 10 at STAl"Irss STER X4 OF 116 A", SEAKA BH WRNI lIE"FiSIANT COA= CARIM 5TSEL n REN ::FN 503-g W/ 50 kIi� T,.--LD 51TRENGIN 0440 IS) ict� IENSAE STAfhI 3,' %HAAL COMPTY Wl tLOPIOX alllLOO16 COTTE BEAT*= C4t $ _1�1 4 9, 5QLT',i Ill BE ASTIV A­307 CMvAAl STEEL' CA AS' W4 K��Rta STANILM STOLL WTH Zl& kil� Umloltilll HOLD STRERM,H �S ALIC-ORK TO WAL-1 S�IALL K AS IDLILOWS Al RANRA� ,Clicsrm - 24'lt 1 - lAJO­fON ANCHOI AS MANIXACT-10-Il 9A � T � BII II twon F-3192 :,­) - /4- . � 7/a' CALK � N' ANChORS, AS LVWUBhCA 0 R� SOWAIr INC. Ilom it.30W p.., .1 - A'- '� RINILLMAI FEMALE C & NRF�RK71[ AU­Z AACKARS Ar. MANUFACTURED BIT FLCO &)OrTRU­r%RK FROnum ff'�-3_X$O p A i ) � i� Vb^,.J-M EMBEDMENT Of TAPONN AN41-1,016 IP410 POIAED - NCRETI SI BE 1 1/4' AND 2' 1`09. �AINII _ .0 KEMAIE ft & PAITEUI PLUS A2 " ill w fWaIDUENlr ow I /4" 1 T/I CAL.- IN ACCFiCQ�r SHII BE IS J,ts, jOVO CatI L al No ITUBEDMEW INFO ANY PNISH IWITERIN. SHALL RE PCNwar_-,r Tit' 0-25 Eli SPOERALK 80:1"Tr DIED Srottt bt LDING ROCV�qSNOI ANY FINIS4I MATERVI TU051 TO FIAAANF -1/4* ARO APIENCIRS, A,3) IN CA -IC 1hillf lI14l1','AS,T siri�IITIIL PITLCAV Cow-RETAL TAI ON PAVEPS Pll:� Pi I'M 1,TS EXISNINO WAIL CAT TJI ATICIIIIIIIS IlIkkk UK li�AM CNVUI Hi ALACH T11,17 ATI SMUCIIJIFIT, ITEHINO SUCH PANII AF4c.4OQADT` TUAILTL B.- ,:A MISIRIIIEll fliT AA) jDa IN 0I kal; 30 ZSrj_�&_�01&111:1 1LOI.2_1161�. I F4' 1 TARCON ANCHOMS IS WANUFACTLI 40, V 1 1' W BURDEN, INC �_ � ' F I A- . A I/O' CALK�01 MrHI AS &RAmArACROARK D' DEWALT Ott (Il'-1500 p, � � - ol PAIRILMAT-1 Tt"-E 10, 004D NANrLoR­­ ACiA BACIR)IIii-S AS MANUIVACTLREII Sir ELC.0 BOkDTRLoITqWj A;t_-U__T5 W.-RIlt 0­1 ) F poolL k ."", I, , -�V� I . N4,1A,,A ,40q.A, , , , � , , . � , , �l` �M, * . � �, , � . / .,." ,Ocllqs� _.�� ___ � % 6 � NO. 44167 ,I c z E Ar., � - * . z - - = rLORIDA DUILDINIM COO! S!!V[h Velatilty Hur come 2:000 .,-- ­__ __ : Z .-- - � I � __ IS � COm. TUI All: 20 Il GAILYAReED STEEL 9 ­1 "'s 'X. ,1z � ...- �, ORM PANEL � 11 - . Wool, LIT - �� 4_ - .— - IN ay/wallm, ___.... .. I , � \ GLOBAL PROTECWN PRODUM, LLC.j wc 11 I I i 11LIEC Om. KI t* - - - , 62o&IUIoNo W EIRYWIPAING COWARY ALI "L AR`� I / _1 ol_ IIIA m �Fohlooft A U. AII -RAA I - 20-176 -I NoAlloloo, HNA&HF_VW _w _.�­_ P. .th"SItool,"IfAm, v - - AmLm . � - "L i 1 .,:��IA - I'low. - 9 ..". I - � . I - _ZI 21 W 2S t 4 z z w mi : I ' 14AY 3 0 ?P3 w � Virtu % :. al Rew . 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" (14-10`0 PANrUMAT1 PIUS AT/ it*** , 5I Vow NUT Wi-SHER I 0 a F/4" 0 C, lioFlji�Dl, �1;wg,wm 1I TITS FOR 00I ft"DiTIT'll � I "I'll _ 101- RMIAR EMEL SCALE 3/el i I Ile. I ,/.,A SIVE SHM 10 a 20 mp RAO-ONS F". a I AN" Im FAIdioAft I i III -I 0 . _L . $1"ACNIC FOR NISIT&JA1000, AM WW, ---. - ___L_=n, 1� — I AC RoCom voI (NO , %w4ww AI SPK.Om loon, vollax, . - _2_ — EDI 01KTANCE ARE .WATEI ON IlKS I litmommotimoom �— 01) 11 5viER." III ", Lm �m AOARw AK I A- ARI jz;�-&;I Ii - sc,omw ROME AWI S"Ama r` . � I 3 In looULTIPLVIII4 !PiA"4 %I�X000 lt� gc,gvAf I Amn EA B= MI 1911" ey THE muloomoa 1,107TORL NOR r4t, F ! 7 J" -1 - 0 tRAI 10 BE -:61ALENZOOM - �- � S A. wocil"O mmktn lam #11 04 PALLLA, I 1, B,-1 . - af Um TWO VIA" VI`c *045.II 1 - ___ __ - l, THIS FOO 0I 0OAck I'VE Q � ,c.EPI IF T r I M I W - I I I-.--- I I - I - .Pl i __ - � =­ . __ - - ____ B6 # � : 0 � I . - . I , I � , - � � i, �_i, I � I- � I a _ . � - , I , I v I � - - , cv ImPon = I � Is ttAI . ­K i � � Ow.) I � - . a 1w = If ! 111111�ml I 11 . I .."t a � - _� �'- 17 . E .--.,---. il 3 I rCx � . I � ft-, p -- - I , 4 �� ­� � � � ., � T , � � �*"­ ,-,., � � I 6, ,,R I , i . I - I 0 . � 4 1 - I : , ! I - : -, I . � � I _� I 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . Q'Lo 0 V &I AN THE INSIDE OF STRUCTURE S ill ALIJILINUM ti(ITURII TO BE III ALJ,OY �N�l ROVER B)NILIT5S 07TAFRATSE NOTEt) A Tv � k _IMrATTB S,FE7, MISTAL USTI Al CLOSURES S11.q,1, HAVE "iA, t, � 4 ALUTII , , I L�A B',fVIL METAL PANELS 1�;,Wl �IAVT 51141,1CIT'SUAL OI,F,llil �FCEL_ ASTV I 953 CRA,D�� Ull ,P., CAILVNOI-�'ft, ' ILCL L� 1, ­ �Nlkl;& W/F�I­ 58 5 N11 l OONI S 11D, &C --s 10 at STAl"Irss STER X4 OF 116 A", SEAKA BH WRNI lIE"FiSIANT COA= CARIM 5TSEL n REN ::FN 503-g W/ 50 kIi� T,.--LD 51TRENGIN 0440 IS) ict� IENSAE STAfhI 3,' %HAAL COMPTY Wl tLOPIOX alllLOO16 COTTE BEAT*= C4t $ _1�1 4 9, 5QLT',i Ill BE ASTIV A­307 CMvAAl STEEL' CA AS' W4 K��Rta STANILM STOLL WTH Zl& kil� Umloltilll HOLD STRERM,H �S ALIC-ORK TO WAL-1 S�IALL K AS IDLILOWS Al RANRA� ,Clicsrm - 24'lt 1 - lAJO­fON ANCHOI AS MANIXACT-10-Il 9A � T � BII II twon F-3192 :,­) - /4- . � 7/a' CALK � N' ANChORS, AS LVWUBhCA 0 R� SOWAIr INC. Ilom it.30W p.., .1 - A'- '� RINILLMAI FEMALE C & NRF�RK71[ AU­Z AACKARS Ar. MANUFACTURED BIT FLCO &)OrTRU­r%RK FROnum ff'�-3_X$O p A i ) � i� Vb^,.J-M EMBEDMENT Of TAPONN AN41-1,016 IP410 POIAED - NCRETI SI BE 1 1/4' AND 2' 1`09. �AINII _ .0 KEMAIE ft & PAITEUI PLUS A2 " ill w fWaIDUENlr ow I /4" 1 T/I CAL.- IN ACCFiCQ�r SHII BE IS J,ts, jOVO CatI L al No ITUBEDMEW INFO ANY PNISH IWITERIN. SHALL RE PCNwar_-,r Tit' 0-25 Eli SPOERALK 80:1"Tr DIED Srottt bt LDING ROCV�qSNOI ANY FINIS4I MATERVI TU051 TO FIAAANF -1/4* ARO APIENCIRS, A,3) IN CA -IC 1hillf lI14l1','AS,T siri�IITIIL PITLCAV Cow-RETAL TAI ON PAVEPS Pll:� Pi I'M 1,TS EXISNINO WAIL CAT TJI ATICIIIIIIIS IlIkkk UK li�AM CNVUI Hi ALACH T11,17 ATI SMUCIIJIFIT, ITEHINO SUCH PANII AF4c.4OQADT` TUAILTL B.- ,:A MISIRIIIEll fliT AA) jDa IN 0I kal; 30 ZSrj_�&_�01&111:1 1LOI.2_1161�. I F4' 1 TARCON ANCHOMS IS WANUFACTLI 40, V 1 1' W BURDEN, INC �_ � ' F I A- . A I/O' CALK�01 MrHI AS &RAmArACROARK D' DEWALT Ott (Il'-1500 p, � � - ol PAIRILMAT-1 Tt"-E 10, 004D NANrLoR­­ ACiA BACIR)IIii-S AS MANUIVACTLREII Sir ELC.0 BOkDTRLoITqWj A;t_-U__T5 W.-RIlt 0­1 ) F poolL k ."", I, , -�V� I . N4,1A,,A ,40q.A, , , , � , , . � , , �l` �M, * . � �, , � . / .,." ,Ocllqs� _.�� ___ � % 6 � NO. 44167 ,I c z E Ar., � - * . z - - = rLORIDA DUILDINIM COO! S!!V[h Velatilty Hur come 2:000 .,-- ­__ __ : Z .-- - � I � __ IS � COm. TUI All: 20 Il GAILYAReED STEEL 9 ­1 "'s 'X. ,1z � ...- �, ORM PANEL � 11 - . Wool, LIT - �� 4_ - .— - IN ay/wallm, ___.... .. I , � \ GLOBAL PROTECWN PRODUM, LLC.j wc 11 I I i 11LIEC Om. KI t* - - - , 62o&IUIoNo W EIRYWIPAING COWARY ALI "L AR`� I / _1 ol_ IIIA m �Fohlooft A U. AII -RAA I - 20-176 -I NoAlloloo, HNA&HF_VW _w _.�­_ P. .th"SItool,"IfAm, v - - AmLm . � - "L i 1 .,:��IA - I'low. - 9 ..". I - � . I - _ZI 21 W 2S t 4 z z w mi : I ' 14AY 3 0 ?P3 w � Virtu % :. al Rew . 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I = , F , � _� , WE OF �-`Os f 20 GAGE GktVANIZED STEEL STORM PANEL 1 al ` "' i A : IMJL 4 167 �� , I � OR QIIAE RALVANAPED 5TER, SITTAW! PAW , i A _\ .2. RL ­ 1- - = , i � ltim rI � . I DRAB III . 4EIL __.- , ,�,�..�.�,�..-----,.,.-����----- . t A: � I -- ­­ - ___ - __ _.__._____ ''. I L L­ 7777 '77-7 I , "l� �..�"..�'ll'..��.",�l-.��.�ll.,���l.,.,�.,.�, -1��..—..I..L�-I...'�-���,-,,.��� __._..__ .- 3 . .. OQPI:.-. ,.- I - - i ; �. __ ­ . ..... . __ ,, -, ,, . I, GLOBAL � � 4v I I - W E c 0 T, .. T, _RCE-1 � 0 R mIl t._A.��' __.- __­­6wt�'\ - - � , _:KJA �-- - AIB BT- I e�E%Nlwl�,,;14 � � ) ""A'A'A" c T--.-,�;;�;- __ "­� - L11ANK. JQETAJL 1 IIN 9��4­ II - ` , - —,- PROTECTION PRODUCTS. LLC. ,I,, �, '� / i , 4 GLOBAL. PROTECTION PRODUCTS, LL -Lj RI __. -%L� sirm I -'*- z - T I .­ , IT II GLOBAL PROTECT104 PRODUCTS, Ill i­ ... 1�w 'AM � . - F, "' T-TE —co III c 11, , I ri , IWA I - (2) Yxnwx,A_Awml _mcu (A) mr- MR ��f,_11 IN AL I 0 A. ------- ,- , L 4W t., 1, "Tom _ T, � TILrEcolotc I. -I �. w " K ml � — SCALE- 1/2' . I' YX II-Ll, .11� " .N. ,I m mmUT, = I'. 1­1­1 PI, -L/,Tt­ �e�, L ci�� `��' I'll I iS)T, :�'-�F' - _- IficlyrTrif * Emow,=1I :0.6m, = , F, "" ,,, - I ll LOK I �/ -;�� %, L, � _�.f CK&,�__� Rl I I&I ,NLITY TESMI * C40041400140 CWfl;744 FAAB PL il"t. - . I RI ,L K, I �- 20-s7s voW . . r - v, a timim PAR, Now- - TOI all, 20 !- - A,K Z PA AP - — I, - AFvAA �-RA­ - 05.040�@Frl --- 6083�5 Alam. ALLOY / "I -.. - .. �Z - - - NANtj O!4LNTL.NI " 1$�me- _I76 "', �V,�, �'. ,­�Gl , - 0.�­­ 1. I=. 61 . R II l. - RQRK - ANA _-, I_ iriEb-�-wzIV7 20- 176 < 4 - - III - - ,I��­ - L " f I.— I '. 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I - LK IT . 6, I . -1 ___ m, Z, I - , ti-, , I a 11 - -- 777+� "' I .. ____ — - __ �2logw , I _ -,. - I- 0- I * '_ ' ' - - " i 0 � �YgllqbraA nt'; I Wdiffe I I I SHEET NO. . _____ __ ___ _________ ____ - ___ - ____ - SHI 1 ,2 IIIIIIIIIIIIIIIIIIIII � W. w-twv FT V ILI:: I %, T �fz­ I I-WsAO0 PUNE7PA`UNN ,If WSOT LIARe-1 , WOW-EAm- RrIlg'AD � -1--i (D (D c- U) _cz (D " _0 > C- 0 a) C) 1 =3 L_ L- _0 (1) CL = 0 (L) CIA. 0 L- r_- m 000 0- . -4-I a) a) cm 0 -I..., U) -t— CD -0 0 0 C) m -0 = L_ — (1) 0 5_ q _0 3;: = = �c L.L — M C:) -11I Loll_ m cn M C) > — -0 E 0 20 U) (1) ".. _f__11 .— 0A. c— 0) . 0 _*__11 m -+_ CID ca. lo-- -0 .= c/) < I 1N5TALLAM,N,._QCjAtLj__r_QR OPTQN__*2--_f1QR.1 E SAF.E.T_Y._STM"P tjF.t,_.5XS.TE.m wIQ_EXj;5j*,.jI4 ' URED CQNCREIE--O-R,.,.,MC�Tf-,.,��,Ml�LCJAJ.R,E.5 I j4K TAPI Aft'11INNE I W TAINADT, AN-1salim 4-91 Odc, 0 01 ox . I � 11 ... L . E� __ - ,� ��� i ,/4' , Y­ ; 'L 1, ,J) i- � - - I I - (I - _� . I J; I - � . . ;: ; ,�, � i ,�� " ! -1 . I ­ I _1 I " _� � r , - , . " (14-10`0 PANrUMAT1 PIUS AT/ it*** , 5I Vow NUT Wi-SHER I 0 a F/4" 0 C, lioFlji�Dl, �1;wg,wm 1I TITS FOR 00I ft"DiTIT'll � I "I'll _ 101- RMIAR EMEL SCALE 3/el i I Ile. I ,/.,A SIVE SHM 10 a 20 mp RAO-ONS F". a I AN" Im FAIdioAft I i III -I 0 . _L . $1"ACNIC FOR NISIT&JA1000, AM WW, ---. - ___L_=n, 1� — I AC RoCom voI (NO , %w4ww AI SPK.Om loon, vollax, . - _2_ — EDI 01KTANCE ARE .WATEI ON IlKS I litmommotimoom �— 01) 11 5viER." III ", Lm �m AOARw AK I A- ARI jz;�-&;I Ii - sc,omw ROME AWI S"Ama r` . � I 3 In looULTIPLVIII4 !PiA"4 %I�X000 lt� gc,gvAf I Amn EA B= MI 1911" ey THE muloomoa 1,107TORL NOR r4t, F ! 7 J" -1 - 0 tRAI 10 BE -:61ALENZOOM - �- � S A. wocil"O mmktn lam #11 04 PALLLA, I 1, B,-1 . - af Um TWO VIA" VI`c *045.II 1 - ___ __ - l, THIS FOO 0I 0OAck I'VE Q � ,c.EPI IF T r I M I W - I I I-.--- I I - I - .Pl i __ - � =­ . __ - - ____ B6 # � : 0 � I . - . I , I � , - � � i, �_i, I � I- � I a _ . � - , I , I v I � - - , cv ImPon = I � Is ttAI . ­K i � � Ow.) I � - . a 1w = If ! 111111�ml I 11 . I .."t a � - _� �'- 17 . E .--.,---. il 3 I rCx � . I � ft-, p -- - I , 4 �� ­� � � � ., � T , � � �*"­ ,-,., � � I 6, ,,R I , i . I - I 0 . � 4 1 - I : , ! I - : -, I . � � I _� I 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . Q'Lo 0 V &I AN THE INSIDE OF STRUCTURE S ill ALIJILINUM ti(ITURII TO BE III ALJ,OY �N�l ROVER B)NILIT5S 07TAFRATSE NOTEt) A Tv � k _IMrATTB S,FE7, MISTAL USTI Al CLOSURES S11.q,1, HAVE "iA, t, � 4 ALUTII , , I L�A B',fVIL METAL PANELS 1�;,Wl �IAVT 51141,1CIT'SUAL OI,F,llil �FCEL_ ASTV I 953 CRA,D�� Ull ,P., CAILVNOI-�'ft, ' ILCL L� 1, ­ �Nlkl;& W/F�I­ 58 5 N11 l OONI S 11D, &C --s 10 at STAl"Irss STER X4 OF 116 A", SEAKA BH WRNI lIE"FiSIANT COA= CARIM 5TSEL n REN ::FN 503-g W/ 50 kIi� T,.--LD 51TRENGIN 0440 IS) ict� IENSAE STAfhI 3,' %HAAL COMPTY Wl tLOPIOX alllLOO16 COTTE BEAT*= C4t $ _1�1 4 9, 5QLT',i Ill BE ASTIV A­307 CMvAAl STEEL' CA AS' W4 K��Rta STANILM STOLL WTH Zl& kil� Umloltilll HOLD STRERM,H �S ALIC-ORK TO WAL-1 S�IALL K AS IDLILOWS Al RANRA� ,Clicsrm - 24'lt 1 - lAJO­fON ANCHOI AS MANIXACT-10-Il 9A � T � BII II twon F-3192 :,­) - /4- . � 7/a' CALK � N' ANChORS, AS LVWUBhCA 0 R� SOWAIr INC. Ilom it.30W p.., .1 - A'- '� RINILLMAI FEMALE C & NRF�RK71[ AU­Z AACKARS Ar. MANUFACTURED BIT FLCO &)OrTRU­r%RK FROnum ff'�-3_X$O p A i ) � i� Vb^,.J-M EMBEDMENT Of TAPONN AN41-1,016 IP410 POIAED - NCRETI SI BE 1 1/4' AND 2' 1`09. �AINII _ .0 KEMAIE ft & PAITEUI PLUS A2 " ill w fWaIDUENlr ow I /4" 1 T/I CAL.- IN ACCFiCQ�r SHII BE IS J,ts, jOVO CatI L al No ITUBEDMEW INFO ANY PNISH IWITERIN. SHALL RE PCNwar_-,r Tit' 0-25 Eli SPOERALK 80:1"Tr DIED Srottt bt LDING ROCV�qSNOI ANY FINIS4I MATERVI TU051 TO FIAAANF -1/4* ARO APIENCIRS, A,3) IN CA -IC 1hillf lI14l1','AS,T siri�IITIIL PITLCAV Cow-RETAL TAI ON PAVEPS Pll:� Pi I'M 1,TS EXISNINO WAIL CAT TJI ATICIIIIIIIS IlIkkk UK li�AM CNVUI Hi ALACH T11,17 ATI SMUCIIJIFIT, ITEHINO SUCH PANII AF4c.4OQADT` TUAILTL B.- ,:A MISIRIIIEll fliT AA) jDa IN 0I kal; 30 ZSrj_�&_�01&111:1 1LOI.2_1161�. I F4' 1 TARCON ANCHOMS IS WANUFACTLI 40, V 1 1' W BURDEN, INC �_ � ' F I A- . 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I - LK IT . 6, I . -1 ___ m, Z, I - , ti-, , I a 11 - -- 777+� "' I .. ____ — - __ �2logw , I _ -,. - I- 0- I * '_ ' ' - - " i 0 � �YgllqbraA nt'; I Wdiffe I I I SHEET NO. . _____ __ ___ _________ ____ - ___ - ____ - SHI 1 ,2 IIIIIIIIIIIIIIIIIIIII � W. w-twv FT V ILI:: I %, T �fz­ I I-WsAO0 PUNE7PA`UNN ,If WSOT LIARe-1 , WOW-EAm- RrIlg'AD � -1--i (D (D c- U) _cz (D " _0 > C- 0 a) C) 1 =3 L_ L- _0 (1) CL = 0 (L) CIA. 0 L- r_- m 000 0- . -4-I a) a) cm 0 -I..., U) -t— CD -0 0 0 C) m -0 = L_ — (1) 0 5_ q _0 3;: = = �c L.L — M C:) -11I Loll_ m cn M C) > — -0 E 0 20 U) (1) ".. _f__11 .— 0A. c— 0) . 0 _*__11 m -+_ CID ca. lo-- -0 .= c/) < 4 I � WNMVM EMBEDLIOVIT Or TAPCON Aill ARE PANEWATE FEMALE 0 IN PAWCJI Ill INTO CONCRETE BLOM SHALL BE ; I it, 8 2� ANOTALM EMOMNEW OF 1/4=7 A 7/t' CAI ANCHORS 5440UL RE F, --I-- pat C.AftDRETS, NO EMBEDIII INTO AM Fill NAFERWJ. SHALL ME POWURN, I 0-20 SS "-- ABC II U5,DD SHALL OF LORD CHOU01,KSHOLI ANY Shf,r,l, WiT.RiT. Rll�q TO FITTINkRE �/4' IIIII ANSPIORS, $�3) III I THAT RRETRAR SNChC BIF PRE1,041 OTIAORETE RAVELS RE FOUND CIA rl� "El Mosk, MICRO" WALL BE WOOD STAKAT� TO ATEACH III MAIN STRITC'TUREE SIORD Rlo�ii A'Al ANTL4DI SHALL BE AS WASADHoW 01 Ill AND IN %2), (C) ANI SHALL SO 045'AUM I'VOLk-ONII A4,L OF THE RJECOWMENSAX100,S AM SFE�41FWARXAOS OF -I ANCHOR'S MANUFACTURER IT IT 9,A" BE IRE gespoksmU�TT Or TEE "WIXIII TO Vil TIIIE SDUNCIVESS OR �AAI! STROCnWRE ARM SHUTTER IS TO BE AXIACHED TO INSUR-F PROPER ANCHORAGE THIS SHUTMER SHALL OW K ATIACkED 'TO CONCREITI 13LOCX DR 111I r"w BUlUOv`1CS 12. THit INSTALLATION CONITAI -= Ca - FEkjA;:AAI ALL SHUTTER c"Waloom, M= WI RE� IN CON7INI COMACT WK TRIO 01MAOIND IBI PREVENT VW,~ Pil"RIUSION Ck". Akj� SAML - KOCAL LARI AI AROUND FULL LENGTH 13 STORM PANEL A45TALLAITON ShAli OWPLT 111IR SPECS INDICATES R THIS TRATIONG- TkRA ANY SLAOINK, AND JONI REGULAThaNS PAIANDICK BY TINA _-ABSONATION WHIEW PFRWT jS APPLIED To- �4 ATRUM WIDIDWS AND DCOMB *PC IS � Z OANG STORm PMlfL SYSIOW- IA PKTDff PE-"V I. (9) TIIS PATUMA21 EVALDIVIL DOCUMENT (PX-V,) PREPARED IN' THIS EJOTWIrk IS ATLABRIC ANK DOES NOT PRI INFORMATION r0Q A CRE VICONC PROJECT; ;... WRFAE 11111E OTT CIIANTICII VE-ViUll FROM ?HE P.D.a (P � CONTWYOR Til ft BBICOCNBRAj _ : CRA HIAL El _LMTHON, PURCHASt JINIT INSTAILIJklm 114,11LININID �W� WEIV OF 11HIS INNIXTITTI, TWIDE.1,11 `TFl _�;ifs K - � A PROVIDED K/S#N Uq�N!,i TATIL LFiAr I,- L-ROR � - Ea . � . C DRANS TRIM 0 - - 3 LCL tR ix ON "I 004TAI CoWSPIFUCLTIVIN SWFFtT AT STIF IS 7111 OFINVITACTOP'S FFIRACoACKRY jcj TWS PIMMUCT EVALLAI BOTAULUFNIT' WILL BE CQNSIDERED ROVIRC, iW' UM)AI,7E0_ 1,d) S$T1 SPSCVW, PROJECTS SHAD BE PREPARED ITY A PLORATL qWS1rAOOI C,9GWWER Olt ARCMAW II AILL OLCO"I THE ENCIMEER OF RECORD (ED-R ) FOR THE PAIDIECT AM' W140 RXL BE RF.POwjBLE ;OR Tsif PROPER Qsr OF To< "1 D, ,"304I OF FIECORO. AG11W AS A ULSOATIED ENSANM __ AFE P-­B FlAVEER, SNI SUBMIT TO TRIO IWAMM THE SITE SPECIFIC DRAWINGS POR Rcnv - - - - (4) THE V F-04 SKAL� '3NAR RIE EA7,L AI OfogiftAL LEAL ANO SP,XIOiHW� C� TATE _�BFRSI V'RIN11]. Oc RECORD THAT PRO�� T '6 STORM PANIR MANft`fACTtREN_5 LA16I SP-ALL Of LOCATED ON A RIAI VRAIRE LOCKM K-1 !-:Taft PAI IN ACCORDANCE WTTH SECTION I `TV9 9 3 01` FLORI VVILDINC. CODE ONE LASM S�KL W_ RL;AA& FOR CVERI' OPENING LABEUVID TO COWRL� III fg�C�;6IVf7w;., o( Tmc Fiorml, sail-coota com - CT. r., I � &�__.__j - , I :: , I 114-To'. PANCLILATE. PI I 1,4*4 - 4"N"" *09 NVII looks"m ifie"Twoll . FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . Q'Lo 0 V &I AN THE INSIDE OF STRUCTURE S ill ALIJILINUM ti(ITURII TO BE III ALJ,OY �N�l ROVER B)NILIT5S 07TAFRATSE NOTEt) A Tv � k _IMrATTB S,FE7, MISTAL USTI Al CLOSURES S11.q,1, HAVE "iA, t, � 4 ALUTII , , I L�A B',fVIL METAL PANELS 1�;,Wl �IAVT 51141,1CIT'SUAL OI,F,llil �FCEL_ ASTV I 953 CRA,D�� Ull ,P., CAILVNOI-�'ft, ' ILCL L� 1, ­ �Nlkl;& W/F�I­ 58 5 N11 l OONI S 11D, &C --s 10 at STAl"Irss STER X4 OF 116 A", SEAKA BH WRNI lIE"FiSIANT COA= CARIM 5TSEL n REN ::FN 503-g W/ 50 kIi� T,.--LD 51TRENGIN 0440 IS) ict� IENSAE STAfhI 3,' %HAAL COMPTY Wl tLOPIOX alllLOO16 COTTE BEAT*= C4t $ _1�1 4 9, 5QLT',i Ill BE ASTIV A­307 CMvAAl STEEL' CA AS' W4 K��Rta STANILM STOLL WTH Zl& kil� Umloltilll HOLD STRERM,H �S ALIC-ORK TO WAL-1 S�IALL K AS IDLILOWS Al RANRA� ,Clicsrm - 24'lt 1 - lAJO­fON ANCHOI AS MANIXACT-10-Il 9A � T � BII II twon F-3192 :,­) - /4- . � 7/a' CALK � N' ANChORS, AS LVWUBhCA 0 R� SOWAIr INC. Ilom it.30W p.., .1 - A'- '� RINILLMAI FEMALE C & NRF�RK71[ AU­Z AACKARS Ar. MANUFACTURED BIT FLCO &)OrTRU­r%RK FROnum ff'�-3_X$O p A i ) � i� Vb^,.J-M EMBEDMENT Of TAPONN AN41-1,016 IP410 POIAED - NCRETI SI BE 1 1/4' AND 2' 1`09. �AINII _ .0 KEMAIE ft & PAITEUI PLUS A2 " ill w fWaIDUENlr ow I /4" 1 T/I CAL.- IN ACCFiCQ�r SHII BE IS J,ts, jOVO CatI L al No ITUBEDMEW INFO ANY PNISH IWITERIN. SHALL RE PCNwar_-,r Tit' 0-25 Eli SPOERALK 80:1"Tr DIED Srottt bt LDING ROCV�qSNOI ANY FINIS4I MATERVI TU051 TO FIAAANF -1/4* ARO APIENCIRS, A,3) IN CA -IC 1hillf lI14l1','AS,T siri�IITIIL PITLCAV Cow-RETAL TAI ON PAVEPS Pll:� Pi I'M 1,TS EXISNINO WAIL CAT TJI ATICIIIIIIIS IlIkkk UK li�AM CNVUI Hi ALACH T11,17 ATI SMUCIIJIFIT, ITEHINO SUCH PANII AF4c.4OQADT` TUAILTL B.- ,:A MISIRIIIEll fliT AA) jDa IN 0I kal; 30 ZSrj_�&_�01&111:1 1LOI.2_1161�. I F4' 1 TARCON ANCHOMS IS WANUFACTLI 40, V 1 1' W BURDEN, INC �_ � ' F I A- . 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FINPLIT IXIIATRED7 04 CONTjoill 0,00K REQUIRES NALL., WRIfIG [UPLI A �j SCALE :T,W-lF Hurricone 2pQW-I Y" E__Z HIM& mm PAII I �-Z -KIC IATTIRM PARTIL SHOWN CIS THIS PPODUCT E104AARON 00CURENT (P,F DI HAS 8EEh YERITTED FM Co -I H ACCORDANCE 1I TAE WOO (IIIIII COTICIN) OF TK FLORIDA P.UfiLaoHO CODI DESIGN "WD LOADS MICA Ot DErrITIMNED AS PER SECTION LITZOOF THIL Aerjw� MENTIONED OWE, POP A ADD, EREED AS RLIQUiRCO M' VK JURISDICTION WHEI THIM IsHUlt-TORS WEI Of lWSORac AND Nk A LVEK71ONAI FACTOR K.T-0,95 USAID ME 7-111O AND qHW NOT EXCEED Aw lMMTvQ,v (A,S,D,) III OFFS'Supf RADNOS INIPIXTE01 011 �HEEFS 2S A 261 1% ONIAF TO VERI" ,"a A1000C VDIMPTION, VILAWATEL RADON RONO LOADS OLERTIFACT PI'll AI 7-16 SHALL OF �OK_y PILDLMENOI DO A41 0 DVDAMI AIND LOADS SO NOULT�Il9INC UI OF CA IN ORDITA. TO ­ ICAAV�W THESE fA` NO, 4ASIl OILTONIM PRESSURE RLTI IRDWIS) IN M4$15 21.i A 26. N' ORDER IG VERFili 19AT CUILO'CRIWW'S AND ANCINII ON TIMIS P.LM A'S TESTED WERE NI OVER SrkzSF-. ­ � RCARLAI IN Aiti'WARLE Sl$sSS FOR I LOADS WAS W_ UISID _w -­CRf Ahwoe!RS FASIEWITAS RPACI%v TIC WORD HAS _-I DETIONANI IN A'ICORMANCE WI NO 5 2W5 STORM PARE:�S ADEOLIAll'y FOR WACT AW rA­­I P,-SlSZNoI HAS WCH YERIFTED IN K40ADANCE WT.'" SECTION 1-625 Or - MAROVE AIEN-TONSO CODE AS' POP fENM_rUMW _R,TDTI UADOW0I AID REPI III 202, As -IROTOODI Tx_:K;L -2w AND IAS�2133 RAIS SY-1-foll 'AS OUR OCSIOINED TO SE INSTALLED ON tHE OLISDIE Of Tit WN04C AI -HE O"ka; PROM THE !CAI ROD TAR LSE OF A LANER OR UFT THIS A1WIktC4UioON IS BRAD WHrN IRSTALLAPON IS WELIOM To BE POIL-ARRIED, �� THT A-151DE OlF STRuCTURIl I ICROS �BDD INSTALLATION 15 APPI)CASILf TO SINDU AWO DOUBLE HOW. '51TYLE WINDOWS WEN NS75RIATION IS LOGURVID ITT BE LAAFOATMI FRUIA THE P4%!ITL OF STRUETfURf 4 SOCITS BACK Ifift,fikTANON 15 A"LIOADLE 10 S.-AGILL AN-0 DOUBLE HUNG AND 1101PIZONIA1 SLDFRI SSTYt�L ININDOAS, WIC-14 - ­ , . . r- . 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A I/O' CALK�01 MrHI AS &RAmArACROARK D' DEWALT Ott (Il'-1500 p, � � - ol PAIRILMAT-1 Tt"-E 10, 004D NANrLoR­­ ACiA BACIR)IIii-S AS MANUIVACTLREII Sir ELC.0 BOkDTRLoITqWj A;t_-U__T5 W.-RIlt 0­1 ) F poolL k ."", I, , -�V� I . N4,1A,,A ,40q.A, , , , � , , . � , , �l` �M, * . � �, , � . / .,." ,Ocllqs� _.�� ___ � % 6 � NO. 44167 ,I c z E Ar., � - * . z - - = rLORIDA DUILDINIM COO! S!!V[h Velatilty Hur come 2:000 .,-- ­__ __ : Z .-- - � I � __ IS � COm. TUI All: 20 Il GAILYAReED STEEL 9 ­1 "'s 'X. ,1z � ...- �, ORM PANEL � 11 - . Wool, LIT - �� 4_ - .— - IN ay/wallm, ___.... .. I , � \ GLOBAL PROTECWN PRODUM, LLC.j wc 11 I I i 11LIEC Om. KI t* - - - , 62o&IUIoNo W EIRYWIPAING COWARY ALI "L AR`� I / _1 ol_ IIIA m �Fohlooft A U. AII -RAA I - 20-176 -I NoAlloloo, HNA&HF_VW _w _.�­_ P. .th"SItool,"IfAm, v - - AmLm . � - "L i 1 .,:��IA - I'low. - 9 ..". I - � . I - _ZI 21 W 2S t 4 z z w mi : I ' 14AY 3 0 ?P3 w � Virtu % :. al Rew . 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L i � , , - 1 i I I I � i . . : � ; T 7 1 � I , I i I � .- 7 I'Vq ! ; . . _I , ; 1 i � I t . � -11, - - I I I � ba -- - -: A L -� I I I . . i a I i _ � - - I r 11 ­1 . - 1; -�.Arti; ..--- - - - I 2� , - , lr,,,.-;N�� � -, � I - -, "'; - 0 : - j E !��,4, -0 FAT,ft 1 1 - ,� fl- � --) �L,1�17R R OuN. PANEI Sr ! VA,." 11 . , -- ' � L � IT, A, Tj i � �� I I ; ­ I I I i Lbrl- ? , -�L: , ! I ! I I 1 - I 1 1 --,--- NCTILC ., I, k i -F� I I i I I I i I - 1 : � i I ; I � . II : I i I I ! � " . I i I � � I I � I - I'Aw.l - 11I I rK,,�, : i I I ! I I L I I I I I - L . I � I -1 i i I Ell ` AE 1 1 I . - - I 1 1 * , I, tj V� r r� . I I - � � � �'i 11 * i � - i I I : 1 - . , ! , I 4 �, � ! : tv I I - I . : � I I i . , I . � 1� : - 1 � I , � �, f i I I - I j "-� * 1 1 I l ��4 III t A � v.,,, LL­-"OA - � I � ; 1 1 i - : I � 1 1 t�L� �LT . ! � I I I i ! � , : � S V, ra-A"W I I I � I R � I ! : 1 : i : : L � :1 I � I � I I , I [ � � I I I , 1, , - - � i I 1 I . �­ ST I � I I I . I � � j I I j i ­ jr I I , r � I � I - . Wt I � � � � � I I 1 1 I i I i � I I I' 1 I I I � , , � � I : i ' L I _ � I I A _ .--; I f_ - jT TLL - - T t;-, -T - 1 -11 - I ­ ( � t-� - � : - I " J -t - 1= ­� -1 - I- L' -J -1 -1 L 1 -I J - 1.71 -1 -J .1 IL L ­1 -� - � 1- -1 .-i -L ,L L L-2 _J­ L L J J-1 LL J_L -1 -1 - -� 1- -A - ­1�4' - ' I - 1 . -- ­­. .. ---------- - - . . � . . � ­­­­ L -1 L--l- --- ­­ . I I . 4� �- I --­­­- ----- ­­ ..----. - .-­------­.­..--- - - .- �Ofr � i 1 rw"00 - - - - - - -- 14�­ AkL'� ElAHA Ell* ,'IN i�EV 18) - i 8, (SEE �yz­­ F71 & - lite EZIW/18 ]`M.C-&-LLEYA-T i­ QLRR URM - 2000ST -E7Z H NQ R PAID L�� SYSIN , L A 0 N4 - SC44F,: 3/32",-I" :- 5LQ1IQN A -A , - , C;OC 3/-12-.7" W * Etsiiialil%IEERING EXPRESS PRODUCT EVALLIIATIDIP-4 REPORT upromber 15, 2020 AlKlircalion, Nuriax-v 17-Mx I - 42 EX PNeAALD Number, 20-31�Aa Pfillducl 1114amulacilutisq,: AtiAshoricain Stattialls and Gass IIIIIPTONA,claLur Address 1540 Donna Road stener PRINT ftrich. FL 33409 Product Name & Dissliopon. 24ga GaNANIZed Steel $Win Panels Large Wasile impact Resistant Scope of Evaluation: Thus Pfadoor E,nalustun Repoli is thing issued in accordance wall We "frementy of the FITAida Department Ell Bustrisaiii and Proleswonal Regulabon (Fiarrida Buflaurg Commission) Rule Chapter 6IG20. 005 FAC . fatstrusEANdo acceplante got Method I(d) The pturimonoted atovehas been Issfildend'of evaluated as sum razed herian to show compliance wDif the Flarrida Builiffing Code Seventh EdYINin (2110) and is', for, the. proposes intended, at fousi "utliaNind to firrat ractwed by tht Code Re-evaluabclf o(this prelIXI thall be LED ulted fimlleMne poNfluWaril FWW Belittling Code modifications or felAsians. Substantiating Data: A eRgl2ga Q�A_ILILNA,712V DOCUMENTS EA drawing 420-31543 afled'24ga GaNanized Steel Storm Panels lHVHZ & Non-HIVNZ) selean.1-5 preptated by Engineering Express, signed & seated Dy Frank Benharda, RE Is an nalegnH part Pit his Evatuaton Report . TEST IORTA t _ _&_ ff _ _ Uniform -AINF SAhrotinal P&Ifaffirefitie has been tested in accordance with TAS 202 test standards per test Cements) ALET-ASG-17-001 by Effackoratert Testing, Inc. La rp trawshe arripact resi-wance end cycle loading Perfammous has been twed in accordance with TAS 201 and TA S 20-3 end standards Per test rrsplin%� #BT-A80-1 7M1 )EN, EllarcoKmer TWMQ IML . IRTIRKTOALINMRING QAJ&ULAnQNS Slirucluml angmeaflag Calculations have been Prepared which avatuatal t1w, product based On comparserve, arldr(or national Analysis to quakil the lohmiling dosatpf criteros; $. NlratIoutin Alberaline S,selilts 2, MOVornifIrr Altravagav St, arts 3 Morurnorit G€assSepatagOn A Archm Spacing 160 SW i2"' AVENUE SUITE 106, DEERFIELD BEACH, FIGRZOA 13442 (954) 354-0660 1 (866) 396-9099 TEAM @ E nG ,N*11k A HGEXPRESS-Lo " E#,rINEfA% ., EWPUESS.'OH � L13;op.11r' ­­,,h rla I . . r� FD G.L• iXM'9f,ad Yg#I :;I :M:f9,N Hr,., --N, .-F" cu - ­s, IF- -9i- t!,N9z -LZ. ­ ­ '­. It- 'dal 4 -MuIM-1- I- �.1 - LQ­1 I I 11� I, s) I , 0�� Ij- , - I AL mj�� �[ 4,�� ­�i7, " .. . N .' I - -�O� I - I . . - - for 1� a L_ L, C"t --- - AS - 11911E " -,L - f - -- - I 'Izllzq�� , Nl�­ 1p, 1011 I " � -1AA "I . ..... L , r , ,,i�c !N - , � E *` " - - - 4 - 11�14- � �� F-o ., , —, -, , ----- - . . - A -- � _,�_ - � !:�L I ,,, , -.'. I - , ,, .�_ A_2%f� -7 " C, lr,,�AL, -iL-l:,E4C,I u4NLN,r ;IN,I,`LDr1) Wi P­ -A-14C,,-F TO Af: PAI N-zlftiAT5� - �7�0i:ll � 't � ­ -- � ki Lk'S'D"'. 017 :Tot 1'uFE - -;iY) -- - �j - - - - T - � � I --,ta Pkiil- --i'Ati, ,',I,&,��,.-, H, "nt"Af-­t�', --, ar�2 ��,q jkpa, E AjzsrSf L, , _ Lp j'T ,0 -.�, , " L 61, � '�­ � - .- -� - '-::_i _�1 - - - - - - � -� I - � . , � C�L, - - - - �1,11',Lp L�,Jlq­ �,f t , L "' - -3 � ,� , V �'J),L)/ 0 ,+ W, 7, ­_ �= "L �,� ; � ir-;L', ­Po;F-L.! �T-11, r ,C,J,,,LE1�E[! 7Q JiItr-��Av N1,1 , t /II_�� � , - - �, � th" t�-t,,,I!,-`�OqEw tNT': !��rt­r_, 'bCT;��v - - ,ILI I�� F�­�­K ,-� I , 1W °� - - - MAY 14 47 EiMtP D I- I , r,j I :,�L�,�, � ,.. -�AN : �:� ,11T END � 11. 'L!I'! '11� "N"'I PANEL ii � I L � IN cI,st I �,;Tl, V%D POINI'l[s IlLIE Iw)r -IoN=t-f- 'r, eel EAI�L, � AL- r STIT' r,IAY: IS �VLI !,f,r, A,:: til"PI AT I-EkIF Tmi , . 'Lt 'ArW Y I --- �4ILIL I fItrfl :O' �X):::411 '41 501TOV 111J"ALC, �F­,'$ lj-�LCA-­�', 6N 116TE 13i I,BOYC I" SOC- ',L'Y�L � JNLr,i7r-­"`AN ,,�-I;r -f ­�S 'C2Ij1'lOh6 Fk.0 Y VVI L.,�LC ' J� �T A,�L _�ALIIFL ,_e,_-TPCL4 � - t ­�­i-,­elra­.lt, )1`41,; VAII,, ,",R Alf-T, I ­ 7C C. � " IPTE) OF I,- i I I I - I - -y FLORIDA RViLDING CODE (Non High ViilocitHmccoe Zone 1 24 GAG( GALVANIZED STEEL STDRUY PFANEL 1 l-,, 1 - it, . . - - I � GL , \ OB `�'Y';w AL PROTECTION PRODUM, LLI- "' �,n LIEC 01 VC - - - - A c. I , 0 Cv.-A- _14r S. ,I 11�­ - M .,.oar, , I. . LA U �, " ." -, - -, , AM Y I "I Lv":,All 212� 17 5 , -�,,, jj�L'Lr -N -Vn7 ­ ­.. -- , E r�j 1 0 1'--4 F a R I N - - . -- i � par- 2 Of 2 - All Arriencan Shuttvu, and GICTs& - 24-,, a Galwartized Steel Storm Panels No 33% Increase In allowable stress has ben used in the design of this Product Separation Yom geazIng is not required for Ynsouatforri; outside of wind zone 4 and essential hiciteres Im pact Resistance: La%M Impact Resistance lies been YeLtonsoared Iii "LITL1 oftmild In L111011,1111illigly listed text Teport(s), and Ify LIOL!CHHOW (OF In the 9rn9kneefIng del,Y11111 Of this JAIDIIIHA Wind Load Resistance respective Product Evaluation Dricumairril (i a. er4peorl drawing) This IaYl0ud has beert designed to (Cisrst wild loads as uAlcatod Ili the Spen uhadrasts) on Itar Installation This product shall be installed in strict compliance WALL Rr rogpoclnta Product Evaluation Doe-WW'D it - nineveng drawing). along with all compmenis mohid there attin Product componentsshall beofth..?nvterialspw5edin[balptodur,i*s respective Product Evaluation Cocurniont (I.* engineering drawing) Limitations & Conditions of Use. Lee of this pro -duct shalt be In stird acewdanc�A with this lexpeceal Ptoduct Evolialkim Oocurrreort ft at angONSTELLing drawirfq� as Acted ho,ein Ali %upporeng he%[ rLiruclures shrul be designed to DrIaOt AT a"PeFirriportedbrindis and %hWT be At a conferral tested ir'�h& Product'llt reliNcoctiver anchor schadule. Hosts1ructure Conti %hIcti are nor accounted low In this pfcducl'u iespecireaf anchw scheduk, 0TRAlt be thesignoNd for on a sirfe specific basis by a registered All osinpineraswNch are leattirrovently instalsed BIHAR be picAlicoad against Corrosion. -oinlamk)mion Ahd prokeslonst englireen rAh@v such damage at all Vanes This "duct has taaern dowgriad for use vorthin and otitside the High Veforq HIITTICEHN& Zone (HVHZI Respcc.tfulk, . 4 "". , :.A.! , L ­� .... ... 4YY � ­,b , 'I �- , ` �"I g,n:!: ----.-- - Frank Befunarcl PE ENGINEERiN73 ExPREss" 9PF,0046,40 I Cen Audi r788- I / �� -� � "�� �, -�,Lt ,� N� . , - �z,i,t r, 6`50). , - - L , - . " . 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I I " ,,W , ,5� , 7;�� Wi �-�:,-�, - CAQ1,4LLLH­ Ulf Ll ."ll, f � �­ , ­,� "i 1� -', M 2, �orf tNEYI WI0,0D FRULF Pia 11 "�';L� .1 ��lilt­�­ A ,­.. � 1 - - - 4 "M--- " ­i -, "NIft"I'AI 1. AIL�009-,�, ­ VEMBERS TO 81 SCAT INL �-- �,� W $r'l- �� � - , , EV, �1, - �', '. � � - - - Y, - - - = �� , 11 - , , I FT Z F I,, �,, � � - I XIFIC ", L, f - .,,,, ­X., i DENSITY Dir n ,,,L OR COUAL. "I ... 1T..4 .- �oo - I-- .1 - , --. - f%NMITI10o , I � - - 1, - --- - - - -- - ,�,-- P-�-Tc .. C101111 L , ,� ­ ­ �1�0 I II-1 L,I Ll, , . : ,,,,, I - ��. -- ­ . ­ , _.___---_ ­- -- ­ I - - ­ ­ I ­­ ­ " - "' , I - I ­ - ­ � ­- I ­­ --­----­­- -- 11-.I ­ ­ -,.- -,. 11 Ir,PA -, I -­T­ - -: -- 11 1 ALL AMERICAN SHUT-FERS AND GLASS : 1 - 1� 4ga GALVANIZED STEEL STORM PANELS 11j­JVHZ & NON-HVHZ) I VINCTIM UNUMILT-ul I --(PEPLP. TQP/ANq SC -API I I TUY: LILL)IIN F (COINN-, Ip. 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I UTTOM I I - . � . .--- �t,4TTYR% F1.1--" , - I .1 AS RE97Dt 6' i L ti E � rJq.. ­ - j al- - - .�49-lrrurr,"I�h - ,LICATION MXV VAR, I I� - g �� , V� � 2E;` I� � ---- llffil- -L I - � cc-lim r"IUNT DOLIN-.-I" C-4�Afl BEL VIY I TIFe AS rrf,Q,Dq� ORGTPLJ,�.-TJI>Nt � iIDTT�S-M'%'7-57-- WELIL51RlW;lAjIREC1. ALI:; -�O 1.'n TCM 1 PiDl,jr III r L I - ;�"TH FILNPHADAED ,f �,c, ILL "O�l�AF�Criofe $ AWID � T5 i'JE - . AM�ACV.ii AR4 LK,�,ic NHY `i"'�� FASI[EENIED 0 � DN L:H �'YTTSFY 4 1 O'�EIILAN 0 N1111SPLAN 0115E . SPANY, A . rE 9 6ELC%tJ DBOTRIICIJON I . .. .. ­....--­­ APWCPRL`iEP SPAN T14CSdf T VERTICAL MOUNT ELEVATION -'\ (r2 NOTCHED PANELS) T.S. EVATION N. -- - -- , - - � I T I I I I i ). k, J� -T,-,-,,, I .� - � I I-- - i § ri� ALLOWABLE PANEL SPAN & GLASS -IIEDULE" SEPARATION S'- ;, GAIAiE -ITIL11. -------- -- L I I L . NLjrj ­Vi - i��M �N­ Sk,LAR.1 �4 i,r I 1,,� �,,l �,�i L,!,I . - I - �r4UE N i� -Pi ,I 4 f �,q!N PlAll I AIL 00 VII 'AAKIL,11,110 I 1110.`Ilthil� 11 rl� [At A i- I",, L � -N�Ifil I AII L,41 �jfll A I I l "" I ; rIL1110 11�! �Pwl� 17,-'RcLl[ El'Ah;H1 l0kV l'PIP'Ll ,,�'­" 1110 � - I 11 -0 0 4" � --- I -- - - l� � ) -- -- - - .� 11 . f �0 ,,� . � Aj)j�IL r , II-1 - .j.", 1:0 " - � I , �', "I - - --- - - , . Ill I -� -�l L,j - I, LA 7 1, " 16,", ./ S, - -- L .� L, I Ii,� I. �, - - 10-1 � � ,_1 ,,, , �f 61 - - �,, 1 1 . F - 72.!. - - - - .! 10 1 1 - . " � , 1 - -.-- - — -----A �­ - -- - ---- - � 4­. - � — ----- -- - - :[�';i Il 1�:141)5 PAhv,L, FLIIL�Er. .EN sft&�jw� To F, �Ejjj T� EA 10 Al vl� Ai.� --,,11;,F f E �- - -1 PAi,lt1 41. 5koler,�l:lec-,,%Cc.l�iT����---f:,��L���,rIF'- j7TIVI, tCqA"15 11 T55 TI','Ir c3iI YI. t,.Ar7 7:' �ATIVIE O ES!lipr t0AD`TL ,V41,07, FANINFFSIP�'Ar',�.L"' 1,.Ih ,Llirl In � 1',N� -, OLO 4,104CITICTO LI04 H At � - - - �*Tl � r �, �,,P' 4 - 41CP.STTJDITIE�0­a-�r� ­ ��­ r PANEL I'A"91"'s 5p�,Ai;jj,;-, =i ];4­-i z ,,L2 - r` EA ,. �111 AILD'O' H�D-�Til,-LUDT'ic,J-IRI',��IL ,DkT1c,L4S) GLASS SEPARATION NOTES: ­!. ­nTreP 'S.0 E :.t :,11 1��'-,' 1�1,71 �, -�!T�1.1 - ". I ­!�'­ �_ ­' 7� . ­ ��!'. I&IT -- �kx 9 a I MAXIMUM ALLO'NA3Lr " ,lg- -�r1V.AlII �DESIGN PPESSJRES--­- -- ,- I,�. 1,..l i $"rlpt ✓,-- F-,,,-, -,C,,,,, ,,- ; E � SCH--�"Ltif "'I i I E, DESIGN NOTES: I .: ALL BF CtITRININEV f',Pr , PC�,![TfLif AND N5GATVYF De5le-N, FRI, S$Lwti� ---AL�IJUTED &A 5 F�-3�! JEE WITh THIS SISTI'M SHIA C Is I Nt " Jig $1MF1AP1k'rE ��lIGgILERJrIS INA4Ct'rIQZ-"�W--F'KIT'I,--'Ilf'.' " f - - 'E ININ "'VORA' S=tl`HVOYACOOQNPC1 F"D ASCE � AND CHAI'T ER I �L L­ff -H I I -9 Lslt�Y Ts� LIHE FI,ORJDA LifeLDINI, COVE 3 V1 DEU1101THALI P�.," n )LIE: AIL�rorllppOG171�,CM�4t',Ij,kT"��-�C'r-l-i�N I , � I � ­ P - I - _5 LJTVA�D KF&tilY FC 10 AA��� 'H � ft LL I I I Ej�p� iAP'jC!f, k'AI�JF A"ME 1111, �� I -E .. 11 I is SHOWN V�j AL L La '! � Will, L GENERAL NOTES: I i E ; Vd-rli THE rf��VIRVIE475 CFI ThE 14-Ell 0014�>LNC� 00oa - MON �20N) 1 YOP LnE r-SWE �­ Ml�SIDE tF T" 6 PK)-,Z� �SR 'D SEVChTH ED � Aaw I TKE, 5PEC nlf,kTION HAO -Eft DtEIC AWL' SIV, L &T FINE PLEATED IN , . 11c;0BOAN; . 71,5,201. 20Z AND ZD3 TEsT PR,Y-1�0�� � -E . "..kLL ENVESTKATF 1, a I 11 r - AMENOMETITS -WHICH AA1 APPLY. OtST4�ff CATTI!RLA OtY04015 a1ur,air 0 ALTO CON&PENN TO ALL UDCAL DUI ANIP 01' '"PAVU ADOML1,14ALI,ITESPEC[nCEALEVErIC�IF tit"' No I r - 7 ;CUCH O F T11 IS SYSTEM STRES& HAS SEE" USED IN ME I NO 33-t 1214 INCRE&SE WALLONARU . � I THE I,K'HfTECTiEN1-t%EEP � OF RECOPEI POR �PE PAI- �, SUP"PSIUCTURE WITH �VHICH 1NIM Dr-­P�'!S IJUDSt-1 SE k"n-PONSAILE (23 - "A THE I.TatomIrybf AU NVVT;;TtLT;M E�VAME:5­ -ML O%LGN WILICH 5" - It 111. BE C ClOkO14ATED 8T THE PMMITU�- CONTRAC TCR, ca 4 S 7D.a AST� 5 P.er,7, EALE0 E-iakf!ERINGSH�' BE RE HIKED VI a or it 1112-lucrofis, ORAP04SCONTAU Cc, � ,� FA � .0 r !� S HEPETILCONTACTTHVSCNGIP,EfRPCATE -A.TE #ICALCULAr,OhSAS K l La A `I,!=-cCTAjLr ' 5"` �EW El IS 1�­�� a� D �� WzL PROVIDE 92- 'ts v tWOR krON FOS ASPtCH`M5YiYL ItPii il" ­W.�L ITR� DTH'aftV1111SON - rHEI:�.l�IL)M�VIJSC>LlllaLiv�iti�,Eln,A,tiv-E.-S�L.�-fmutoFtp��25ttiteo Y, -L-IAENTS fog )GE It, � - I � I i %� H � 0 L l! r'l LI ALL PP. 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' '- 6:J­L 34, 4 F LAW4 I. . . 24� 5t'J;- 42V —`- l 3x v45 IAW' ro'LsY.�''V -V4�117Mira ai TAPE 'CFAs" 41 49 * 52 12 ri,&, IC01 �) �lQ5 -..L'E - 11716.v10 2" I&O113, 12�5`, a", i2F I..C­ 9.27 A tz5 15.01 -1.41 12�V I&VI S'I 12-V!­,�!Z1, ttS7 M 140, ME' t"72 iVA 12.9 WO, I&GI 91� ; L. 227 171w,I"E.,5 - sT. -. rgvV23 All ,M,I f�., 41 t5,I *059 I I ­ . - -I-I 2 lip,b )5rJIE itRi 12 5 -YM IA �1 I1 � II-L1�? 1 A,f` E,757 12 T 4I IN_5K: ,* �U , I' .-I" ANCHOR NOTES; I LTN<:HO95CHfDlJLEkPFtIfSi T0AOPRZCAJC7� CERTIFIED HFAHN, SUIT UILY PWMIDES tAAAlMU1NALtQWA5LEAN�HQRSFAQNr� WXJEfl1H ALWORNABLt SPAN$ AND P92$SVINDICATED SPA -C9 TATE 14 SPAN SCINEDULE LL APPLY 2 ENTERMCHOR SCHEMPLE ELMSED014 PANEL FASTENER SPAT ELMILL], THE' ffvE;TvLs;srRLN:TLJRE MA71ERIAL, 6 AINCY SELECT DIMMU! LOAD cREATER THAf�:Cqirir,%ALlr��kN�EG,n7TVEDEFA45N La" 0 ON smirnip aNtO 1,ELE47SPAN 3�RFATEN THAN OR ED LITTIrRSPAN _LLAL 10 SH EtLfff I -L*E RQT)N`nfs,, CEMAWL5 ON 00"NECUOMME OJASED Ohl ATILROPRLITV WANTW CONDITICAl Tf 94EET 2 FOR 11DENTIL LIC4TTON OF CQtJNE"-'TtOa TYPEI. I 'PANEL FASTS IIIAS'ARE STUDS LISED IN CONLUNCTION K"H ALL NOUSTTVIC, SATRUSIONS (,`-TRWACK, STUDDED ACULE. FTC) d5F6J5'tLC PANEL FASTENER SPACING TA812 VAILLLFS RIP ALL WN' " AND 'U'-SEADERS (INCLUEMINTS SO110" ION1"1045) 4 ANCHORS SHALL EIF INST4ALLIM IN ACCORDANCE WITH MANUFACTURERS' MEMPIRENDATICAL., COEWF 'SHALL CAW TO ASM CW OLOCK 5- HOLLOW BLOCK H06T STVILK-71,1RE. 6 Mwmk)WEP4�g-Df4t�ff"LLSEASW=INANCi*3RSMMULE" 1 � ILMNO4 EMDEDeaft ANDtEMUQj,'TAN4:E FA(Clici STUCCO, POON, DRILX, AND an -ter l,lHW,.L FINISHES WALL FlNI5He$ SHALL BE LIKED TV If*' PAY OR SHALL Be VERIFIED of oThEIRS. TO ADE(ZILLILATELY TRANSFERLOADS TO ME GT STRUCTURE a COOCP.FTEAt*--HOP.SNOTED HEREIN SK41LLkE EMBEDDED Ti LIN-CRAWD, CONCRETE ONLY 9, WHERE EXISTING SITRLACTURE ISWOOD Fili UES111ING COWrjIONS MAY V,kqy, FlEtD �EMF)f T�011` FASTENERS ARE InfrOADEQUATE WOOD FRA1,41IG WMl5fPS,NarPLrWl FAS-Iff,wo- 10 Purawl) rs ACCEPTABLE ONLY FOR SIDE CLOGUIRE PIECM to, WKEFUEANC-HOPSFASTEN Te,fTdRRC-'.IFA'Z-EC)FfiTUDfRAWW,FASTENER StIALLBELCM�YEDiN 01,411N.41.2- A 4- (141i ANW,0 SILD CA,,' EXIC DISTANCE 15 ACMIRTAPLE: FJR Wool - CENTER OF N FRAJMIIINGJ. WOOD SIDE) SSAALL BE -5ADUT­-LEWq PINE- -­055 OR GREATER DENSITY. LAC $CIREW 94ALL HAVE MILLIPS PAN HEAD OR HEX HEAD If REMOVAITUFANC14ORSARE DEOALTt'VELP4kT-E,ALL,VOIP4T55MIto-5k7&BRASC.BU5HENG 12 MACHMESCREWS SHALILHAW 1j-2-krWIr,UMENDFGEP4ENT OF THREADS INTO THE BASE ON040RAND MAY HAVE ETTITHER APA4 HEAD, TRUSS HEAD, CIAL'WAFER HEAD (SIMWALX DOLT) D.A,0- NIMNIJ4 ISASIEWLE34T A,FdD HDGE DESTANIC-E EXCI-I)OM St JCCD OROIT YCp WALI-FINISHEs. 11 ' I� � M DESIGNATES 40CHEYA CEHATIttlallaswi-ItCH ARE NOT ACCEPTABLE US E. L1, * C"Rzri MOUNTING CXANJDITIOT�, Up ^LNIEAR LIOLN"ALAIRON 9S, NOT PUMBED LIZA U5E ATPH THE Wts­,blk 3,j.HMIULU. LIZ-FtO Sk THIS SHEET - Vi 'tual Review Assist, '12n, Re ;­ view ,..-, Uy Lulebr *9 ,, HN N9 HWP9N ,y PIS I I wlal� I I mt .P. I - -- IL 4� 7Z-6-- - , 'r� 11I, �{ 11 -a I A5 I - � * At Ni I � & 1;t; ; I I I . ttw I I o .X I ' M - R r I I .9 I � 11al 0 Ll - , i V I g I t ,m A, 9 0 �1 0 I - U) ;� th :5 0 Z < I I 19 4 ,,,, I � 19 6 ;Z 114 = to i a f 1' 91 I I 8 t ;2 Uj I r i ::� < 6 I I I g1l eted and 2020 F6 (1ahr PX, -4--j (1) (D _= U) —Cu (1) -i,-, -0 > c- =3 (L) C:) -4.- LZ L- = -0 (1) 0- 0- 0 0 &- a) = M ­0 0- . (D ai a 0 -Ill- U) .- (D -0 -0 - - = 2 —2 0 0- = — 0 = U- - = M C) M C) > I U) a) I- Cn -F--m 0- - F= U) ,�? Co 0 -I--& - M = -0 . - W �- < - - I � W =I IIIIIIIIIIIIIIIIII t 4 Z Z I IT I . I I i! I : � ` I I .1 A 4, � I" � 'i S ,I y 3 0 2023 ' I I , - I , � I nc. roved ' 7th Edition � B00 11 i I I - I r" 17C proved , i Cn� -4--J " (1) (D = -4m-j W-+--a = M > 0 " U) - CL < (D " 0 I = =) -0 co, 0 L- a- 0 a) n ". 4 U) M rnL. � MMIll� ! � '? 1, � �w < Z: I . i I I a < � __j a_ I SHEET NO. SH 1.5 I � I ll I 11 I . , I I I L[: . I. J. J11-ti,L-IF, .IT .- tIL' 4i .41 11 Al 91 " - �L litfiel &1,140J.111,�,, ., :tli il­­L�l -2 �I L. ...I,ilh .JL . LL'I .­ I ,I .'...1_ Ll IALI--.-I;iL,--Iihx�&kiitii#IMLigi,i)iiiiiiiikmnls-kt�m,j bIAffi&&"iiM&I9&bd1ftI�� - - ��.Ji I - . . ,.'I:. FOLD UP WEATHER RES$STIVE BARRIER & oYE-AT �-sC- R NE131-57 WE WINDOW UNIT MER 13 1 NR FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER SLOPE FESISITIVE 0 3 in: 12.0 in R703.1 General. Exteriorwalls shall provide the buildingwith a weather -resistant exterior wallenvelope. The exterior wall envelope shall BARRIER > WOOD FRAME COFIS1 R. 0 (0-6 cm 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLAIRHINl 3/4'-1 SEA[I OF CONS EXTERIOR SHEATHING 3 BYLAPPING DOWN ADHESIVE TOBEAI"F"�r'l��:::��'�L�Jr���'����E':�':'I SELF -ADHERED FLASHING OVER RIM JOISTAND UP, I HRESHOIJ) OF DOOR AND cc WALL BY 6 IN- �ETURN LIPJAMB 6". tR��E J(')U�Tll R703-1 -1 Water resistance. The exterior wall envelope siall be designed and constructed in a manner that pf-events the accumulation of water EXTERIOR GAIL URANI-) UR LUUAL. lii"ll�A I Hf.- H PI:RK)OF CAULKING CEIVIT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of C-) 4 (1) WEATHER SE LF-ADHERED FIL AS11ft"3 BUILDING PAPER 0 RESISITIVE W BARRIER 0 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 I tj UNDER DECKING 0 0 approved water -resistive barner shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, C: (SEE DETAIL WPO7 0 SELF -ADHERED FLASHING 5" with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other CU Co A -resist' a barrier manufacturer's installation instructions. The No., 15 asphalt b > approved materials shall be installed in accordance with the water IV W 0 HEAD FLASHING TIE4N INSTRUIXTIONS,: felt or otner approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM K)IS T 0 %_ 1, Cut, fold up & ternporarily secure weather action R703.1, Cf) 01) appendages in a manner to meet the requirements of the exterior wall envelope as described in S resistive barrier above header to allowfor C/) Co THESE DETAILS ARE GENERIC AND C­ 412 4­4 MEANT TO SHOW GENERAL FLASHING flashing inst4liation Z Self -adhered flashIng plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703,2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resLsirve barrier 3. Fold weather resistive barrier back over head A sheathing, shall include a water -resistive vapor-permeabfe barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED,, (2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in I flashing andiseal with tape .1, accordance with Section R703.4) intandedto drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale. NTS SELF -ADHERED FLASHiNG 90% SELF -ADHERED FLASHING FLANGED WINDOW 2 : CEMT. FINISH,SlLL1 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 W P 0" 1 EXTERIOR DOOR WITH DECK - SECTION A WPV WP03 equal to or oreater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBER2ED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS '14"-1" BEAD OF CONSTR. INSTALL ASPHALT ADHESIVE ADHEBWE THROUGH SELF-ADHERELI 3/9"CEMENT ADHESIVETO BE APPi IED UNDER FLASHINio 1,041h15 LIEAJ�11 FLASHING R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied W" THRESHOLD OF DOOR AND IRF"I'UP FLASHING, S��, PLASTER SELF­ADHERED:FLASFflt4G shingle -fashion or in, accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant, Fluid -applied membranes UPJAMB 6' LISE LnUID NAIL 13F)ANr. r"LANGED (SEE DETAIL V , l"01 p I i 12 MIL DRYLOK CMU MASONRY BLOCK OR EO 'ALILKING' used as flashing shall be a' pl ed in accordance with the manufacturer's instructions, All flashing shall be appl ed n a manner to prevent the UAL WEATHER PROOF C REFER TOTECHNICAL SCORED, entry of water into the wall cavity or penetration of waterto the building structural framing components, EXTREME LETTER ON CHEMICAt. 511 RELEASE PAPER Self -adhered membranes used as flashing shall comply With AAMA 711 All exterior fenestration products shall be seated at the juncture with Dl -Y WINDOW FASTENER 4 )HERED FLASHING ELMRrt F'OLDNG. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SELF�AI. I SEALANT AT R RE-UnkSt PAPER TO EXPOSE EXTM) A &W-��,!Ljrvll �,DHEUVE AS SHONN) 4) 5EALANT,JQ$N`r WINDOW DUCK P"d contraction ASTIVIC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as IE EDGE OF OUTSD - - ­�,_ _­ I VERT1CA1.,LYF',CWl MASONRY WINDOW SUCK flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOIJ'�' shag be installed at the following locations: 5) SEALANT FR()PA it INSIDE EDGE Of WINDOW FRAME 7i -1,141DOWBUCK 1;� --"- SE� ION -A (SEE DETAfL Wrg'02L) Al, ACROSS WINDOW Ev K AND EXT END TO 1, 1 Exterior window, and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME ATTACHED MASONRY finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings SF-Lr-ADHERED FLASHING A PER ODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANrT REQUIREMENTS "J" BEAD BRIDGING following: CLADCANG AND WIN 11 The fenestration manufacturer's installation and flashing or for applications not addressed in the fenestration FRAME SELF -ADHERED FLASHING - -TWINDC cow z .31 SEALAN )W FRAAME NAitirIG FLANGE WINDOW BUCK ALL THE WAY 1 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING BILL, not provided, pan flashing shall be installed at the sill of exterior window and doer openings. Pan flashing shall be sealed or 2 SEAL TOP,'; OF JOlST S5 sloped in such a manner as to direct water to the surface of the exteriorwall finish or to the water resistive bar(jer for subsequent DO NOT F� ASH OVIE UNDEJR DECKiN �BOTTOM NAILING 8 (7) ____J 4,SFE DETAIL WP07) 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, FLANGE -1 1.4 1-2. In accordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF-�ADHERED FLASHING 11 1,.3 1 .3, In accordance With other approved methods, HALF ROUND WINDOW EXTERIOR DOOR WiTH DECK U INSIDE CORNER "06 1 A In accordance with FMA/AAMA 100, FMA/ AAMA 200:, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMAAIVDMA 400. FENESTRATION INSTALLATION AND INTERFACE WP04 WP'51 W P 2,2.At the intersection of chimneys or other masoiry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, Ground 3.3,Under and at the ends of masonry, wood or rretal coPings and sills. 4.4,,Confinuously above all projecting wood trim. SPEATHIN(S 5.5,Where exterior porch�es, decks or stairs attach tc a wall or floor assembly of wood -frame constr _fD d > roof intersections. 6.At wall an Water Resistant Barrier 7� 7At built-in gutters. JAMB, SILL AND HEAD DETAIL -ED I HING SELF -ADHERED F LA,,S 1­-04 APPROV SHEA Slieathing APPROVED HIOUSEWRAP A X PATCH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL V STRUCTALATH TWIN Im FLASHING AND WATERPROOFING METHODSTO BE USED. ACK 2_5 T1 PLASTER 314'CEMEU 12MIL 1(nin) EIRYLOK EXTREME - ------ MAY 3 0 19Z3 APPROVE D FLASHING TAPE 7-DOUBL.E SF JOIST -SLANT SOCKET WITH 7/8" Cement Plaster I TOOLE APPROVED SEALANT 11 1�! SIN in accordance with 7,18" Cement Plaster GLE -WOODBEAM JUST BELOW `I -SELF; -ADHERED FLASHINGA Fuwd4huii Wail 4 ASTMC926 in accordance with _DF SFLF-ADHER� L ASTMC926 Virtual Revie Pla w AsSIV, nc. 4< Felt backed metal for co ""'IN C metal for co -,"FlUted and 3Pproved lathe in accordance Felt backed 3" MIN-` all" with the 2 SELF 4 '7th Editi()n FLASHING 1063 PX2 '100 SELF -ADHERED -ADHERED with ASTMC1063 lathe accordance Y Debra Anne Kta-Wr- u FLASHING Building Paper With ASTMC1063 (,,2 ........ Building Paper . . . ........ Cn sheathing 7/16" O�SLI,, -ADHERED FLASHING he SCS 06 �02 WINDOW FIN INTERFACE WITHI SELF -ADHERED FLASHING SELF s athing n DECK JOIST OUTSIDE CORNER EXTRUDED SHOULDER _J U FOUNDATION WEEP SCREED U Lr- i - - ­ ­ :: �11, " __ Flashing WP07 W 8 WP^9 Metal Wee) Screed Installed As Per 2x FRAMEV4ALL---___ Manufact. Specs. SELF -ADHERED FLASHING 'tampede or similar A 1; 1 HIP OFSAII LEGEND N Maintain TILE FINISH-----_ SELF ADHERED VLAS�'H�.NG �SAF' Bottorn of cauk hottorn 5FIR"10"'DUCTS DETAUS"' 5- x, y WRB DIRLAINAC3E PLANE 1� DP)l WEATHER RESISTANT N, joint only -P Weep Screed > 8_A7 IIER GIVRS) SOND BREAK WEAT HER RESISTANT BARRIER 1 1 t211 to 211 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO Weep Screed 112":DJROCK ROW) PREAK �"VPB SEL." FURRINE (SF) LA I, ve PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY lied As Per &HEATHiN(1,,`0G61 PLM1000 DFNSM Sheafing lnsar AMMON"" < LASS _J Manufaci. Specs. 1'4" PER PLAN z cu > Detail Instructions I WRIAP Fl`P OTIS, ONTO 1/2" Cementifious Refer to the III u m be r rn Nr SURF�'�(�ETO T01POF Decorative Finish as in each detail that corresponds to the V-0" PER PLAN 'HE VER'Trf'�O Cement Plaster nurribered items in the list of instructions below, FLANGE ASAN AID in accordance 8,APRIER n CL with ASTMC926 All inside and I WIN CL SLOPE t - 1111 over wood 2nd _A0 FLArI,('E oultside comer will ----------- 7 71\ 7 7 1 Install self -adhered flashing in order as shown by numbers 81, CMU > floor 4 cut and caulked all laps (PER SEAT DEPTH)­­-�___� > A butt joints need to 3. Self -adhered flashing can be substituted for building paper . .. . . . ..... need to be miter 2. Install flashing and weather resistive barrier to form water shedding OR 8"CMU A 1 0 z STRUCTURAL IFFIAMO)v, I z becaulked using 4� Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT CL -TUF? 'A --STRUC All -I -iEATH�NP Stampede or Sim. embedded in the adhesive layer) - for ease of installation and to A CIL THIS GAP IS A RESULT OF caulk for all 0 NIATURAi SHRINKA,(L_irl­ OF'Sil't W minimize scoring cuts I.Li Lu PLASTER STOP — DO 5. Remove all release paper per standard installation instructions and COIll LU 'EACANT DRIP SCREED PLASTC adhere to substrate using a square piece of flashing material (6" x 6" f Lu W Af Minimum) _:CESSORY SLOPED MUD BED - - 1E U) 6. Fold as shown by arrows ... . ............ SF LATH Lu 7 Angle of corner may vary, adjust folding of the flashing accordingly to UJ co 3: A 0 VINYL SHOWER PAN ­'� . — — I( fit tight to comet, V Note: Mechanically fasten as necessary boo— UJ % The building paper and metal lath must I)e I installed over the top of the weep screed. Cement _J 4�, < �PLASTER STOP Plaster er block �CONTI!NUOUS BACKER ROD ov EJ.'LANT 1 St floor -AJS F11 'H GEMENTITIC Nliq < z A ..... CL V SHEET NO. WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER W WP10 SCALE: NOT TO SCALE W WHOM, 10 ITT- , il T�! TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED— CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"----- ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 718" 3-GOAT 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 II amZ-44:1 HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PEP: SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN if= 1 1-011 E STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN 00 SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL z SHINGLE PER SPECS 00 STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN HEAD WALL 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--__ 'I I WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE 00 STANDING SEAM METAL ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"� 'k- 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 C-1 z 00 RAKE WALL WP12 01 RAKE WALL WP14 FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE � TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > e;- U WALL FLASHING O C) +� R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i- FIBER CEMENT SIDING CU 0- O FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O L PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE _� Ca WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO U to WALL SHEATHING PER PLAN— THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CUCn SHINGLE WATER CU U SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O ® N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C Q O 0 OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O lL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CU CZ O CU > STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O C0 JOINTS OCCUR FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to C]u LCL Cn Co CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE co CD FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Q 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 00 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 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" C° ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN CO EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL WINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP 13 BUILDING STRUCTURAL FRAMING COMPONENTS. __ 3If 1 ,-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 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: co STARTER STRIP STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FIELD BEND PANEL UP 1 1/2" 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 d001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL 00 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 Nx 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. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. 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 311=11-011 WP 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED. U) o Q O c� MAY 3 0 2023 Cn co Virtual Review Assist, Inc. CIO w Plans Review completed and approved for compliance with the 2020 FBC 7th Edition a by Debra Anne Klahr PX2300 z z Q SHEET NO. WP 2.0 80 t+ m a 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 HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING ---- COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MiN 8" ROOF SHEATHING PER PLAN---- 3 =1 -011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKIN COUNTER FLASHING--` PAN FLASHING 6" MIN---___�� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL 'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD 'EALANT :;O'J' MOULDING OFF BRAKE METAL IN �,'O ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRi HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR— - - TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8"� ROOF SHEATHING PER PLAN HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6"MIN--� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"----_ CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS, FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. MAY 3 0 2023 Virtual Review Assist, Inc. 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