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HomeMy WebLinkAbout6300 Beverly Hills Drq, ABBREVIATIONS 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 - EAC H ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTICNAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I FA = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS ___—DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1' ------ELEV NUMBER 4 A15 2 SHEET NUMBER 3 `—:ARROW SHOWS 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 Q 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 TAMPA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ROOF PLAN A4.1 2ND FLOOR FRAMING & ROOF PLAN A5 EXTERIOR ELEVATIONS A6 1ST FLOOR ELECTRICAL PLAN A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1,0 WATERPROOFING DETAILS 1w r i V i�\ vIRTUAL REviE'dv ASS,. Virtual r ev, ie Plans b(I� r for con ipiiance lvitr; to r E- Edition by Debra /_\nnu K0, P \2'000 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. v N NO s ek � = N LO N 4 4� \. �✓ LO o qqa 00 LO 4 ,)' Q r w CC 5 —�,� O 0 w X 0 z Q V) F UU MN N i, 5 N V �_ L w i O O U O O �� m Q C U ._ O� > V) U w QN N L o E� a '0 N Wrn ow w01- f—< of< zQ U_ Z ¢U QOU)0>COO QO J J� Oza. oRmz¢- °=owOoo wW Q O°WzOWQJ�aQ U) Z Q0w 2 2EwZ2U aJ Q LL oQ o 0 oQ C¢ �QU_ O O Z W O� Q F co O Q U) M L0 'r1_1_1 U) LL W F- 0 (y) Q>-Q00 Z U F- w w _j O O CAI I i I NO N N N N o000 N N N N N O ` O N O M 1 Z Q N C'M 't ui v/ i~ ZZ Q w O .�, �, W z ozz ® woo mz> LOO or< Z a —a F.. W a N co F-�w 0 zo= W �- Q=� ■ s N O zwo U LL �ZLL Z �Z z F� 0V 0 M�M W z � z z C S w W J N 0 N LAST PLOT DATE z ..I COVER SHEET 30'-0" OVER 13'-0 1/2" 6-0" 10'-11 1/2" 4'-0" 3'-0" S-10" 3'-6' T-5" 4'-3" 4'-0" 4'-0" A 12 = L lie 4'-8" IU_ co T F - HB °- r ELEV (-) 1 C B r 13 00 0 1 0 PL 410 1 0 El 13 II _ n I IIi I Il ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I �\ • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 1 6 MIL VISQUEEN VAPOR BARRIER Q I - 6 9'-8 1/2"\\\ CD • MECH. COMPACTED FILL TO 95% OF - 1 w I REF MAX. DRY DENSITY N I r W I o • TREAT SOIL W/ TERMITE POISONING OR 1 i N Y 1 BORACARE TREATED LUMBER IS AN 6 ALTERNATIVE TERMITE PROTECTION TO r rn z LO SOIL POISONING (TYP) 0 1 U I r c--- �� I 9 `'' 0 13'-10" 16'-2" C.J. it C.J. 1 0 I r B I oo � 0 5 19 I ao ¢ B M I II C Q 9'-5 1 /8" 13 I ELEC/PLUMB GG o — CONTROL JOINT — — — — — 13 FOOTING 0 JF �I STUD 'o I (COLUMN W/ (S) C cl Q I o v_ I HTT4 A', BASE D _ 2'-4 7/8" 12 I - C7 J "? SINK z l? I 1 7 b J N O T o K d W 7'-3 3/8" d I U I io 00 S3 0 �^GG ELECCD Lu cm iv C--=----� v S3 D 1'-9 1/2" /'�� I I WH 13 --- --- -- ---- -------------------�- ----- 1 10 G i 1 11 S3 I CC ELEV13 0'-4" I 8 � D 13 1 =� I 1 N 1 1 U_ Lz eo Z a Z) 1 0 E NoU 0I �� _' r O O N 2'-4 7/8" M o M Y 0 1 �V 1 1 I z, 00 ( r 1 OI B O �j ( r U 19 I CONTROL JOINT 1 oo-------}-------� — — OO I ' D N I co N 1 _ I 1 1 SEE DETAIL D/S3 I o I ' 4'-1 7/8" - FOR FRAME WALL N o FOOTING 00 BJ TO CMU I I N -LO CONNECTIONS 9 `e) ih _ 13 0 136 66 q?0 13 I I o U I t �I11" °O I I I 3'-0" 8" 4' 1 4 , w c� d B 3 I !� _ � A A _ o d C I Q (V = 0 53 13 if7777F7777777777 13131 `O J ELEV (-) S3 0'-3 1/2" 7 5/8" 1'-4" T-8 3/8" 2'-8" 16-0" 1'-4" U oil i- co FL 4'-4" 5'-8" 20'-0" 30'-0" OVER FOUNDATION PLAN (ELEVATION B 1 /4" = 1'-0" FOUNDATION LEGEND: NOTE: BUILDING -SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) _ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS CM= 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 1D 1/2" DP X 9 1/2" WIDE RECESS 2� NOT USED 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE SINK - KITCHEN 6� REF 7� WASHER 8� W/H 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. BJ MONO FTG 20" x 20" DP (3) #5s CONT. @ PAD 24" SQ x 16 DP #5s 6 O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. AUG 2 4 2022 vIRTr+L R[ViEvv ,jirtualt_ _d Plan d L for conapita l(.v Edition by _ _,.,, _ "71 N J. �n o co Z a -_ e, r w � ,3 0 w 0 z Q t� (D LO" E 0M W L 2 o W 2 O 2 0 o 0 TT •� O o Q s � �nUn)' w Qv L �o E ri 7W V 0 C) 70 CL (M/) LLJ W W w pW W -i W 2 O_ O o,Q < <, zl z LL 0 0 0 Q Q f- V J 03� 0� (1) U p 0 0< z O z 2 OJ p 0w�wF)ZOwoWmz� t- Q Q v U) O z � W W Of Q ¢Q<<OwQozWZO��pa � J ILL 00Lu 0~� �yz<< Q WQ 0 �QLL id O z N OH > O 0 M O 2 w LL ti I— a. M Q } Q 00 zvl- z w W J O O N a, I I N O o0000 O o r N N N N N N N ti O N \ N O O N r O 00 o 0 r r r r o N o ' z 0 CDLO w o 0 0 0 0 l ; i � N co d' � Z zZ W o �--+ W Qw z Q U in00 UUcn =)zj LC� O ofo Q Z a—S- r WLLJ Q N - FLu N 0 �O= . O Q g�W w,L Z az �Z � pU ow Z Z W w J CV 0 N o LAST PLOT DATE • April 25, 2022 Z O e = MONOLITHIC FOUNDATION PLAN B io 30'-0" OVERALL 10'-6" 1_ T-3" I_ 12'-3" _ 13'-0 1/2" 6'-0" 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" HB �00o © m Cl) 00 L0 SH 25 LOco o n (4) 16" 00 `O DP SH REF r7 `r N PANTR 17'-9 1 /4" 6'-6" '-1 3/8" 2'-4 1 /8" 40 Co FLR Co FIN-� d- LINE 8'-11 1/8" GREAT ROOM 13'-9" X 17'-10" ---- 8'-8" CLG 4 KITCHEN 2x4 KNEE 8'-8" CLG WALL TOP r @ 34 j' a I ---- 00 iii - O ' N ' O o SINKW/ Q z� N DISPOSER I; II loll _u (2) 2X6 `o Q/S4 rn FLR FIN HEADER LINE 3 -4 1/2" m 6'-3 7/8 12 -2 7/8 6-9 1/2" 00 co (4) STUD COLUMN N LL ' DINING BEARING � io 2x6 11'-11" X 6'-6" WALL (TYP) b 8'-8" CLG WALL UTILITY RM v¢i 8" G 8'-CL 0 Lo N D M 8'-8' CLG o -1 a. � (2) 2X6 Q/S4 HEADER INSULATED 20 MIN FIRE WALL RATED DOOR W/ WEATHER STRIPJ ' 4 0 C9 c i TP U rn INSULATED PROTECTIVE G BEARING BOLLARD S3 WALL BEARING 10 WALL (TYP 9 - -- 00S3 CC TWO CAR GARAGE - $ m 8'-8" CLG 36" H N N 6 LOW r 5 WALL 4 FLR FIN N N — LINE — s LINE OF GARAGE 2 1 A� FOYER _______________ � IN OPEN � 36" H P M 5'-11" X T-7" POSITION CONT 8-8 CLG HA DRAIL SEE DETAIL D/S3 FOR FRAME WALL TO CMU "/ro CONNECTIONS SH 1 HD A TEMPERED 234 6' 8" 1/2 M 2 A3 4'-7" 4'-1 " 16070 _E 8'-8" CLG L------------- LINE ----- OF7 FLOOR ABV 1'-4" T-0" 1'-4" T-8 3/8" 2'-8" 16-0" 1'-4" In 7 5/8" 41 10'-01, 20'-0" vf 30'-0" UVEKALL FIRST FLOOR PLAN (ELEVATION B 1 /4" = 1 1 -0" 7 5/8" 7 5/8" 7 5/8" z w =m J J J H.B 0 i 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. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM, 1/2" GYP L►1 ErwM,���L� NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2Xa 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 STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 114AT10"I1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 930 1287 TOTAL LIVING SQ FT 2217 ENTRY GARAGE 54 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1112 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 1 33.4 -40.5 GARAGED 30.0 -33.9 30.0 1 -33.9 AUG 2 4 2022 VIPTAL RC'vIE v P S Virtual F- al Ie},,' Od Plans Rev►e4'v c�rr►:: :'�� for Corripiiance ,vrtL Edition by Debra Hnr*� Kla'nc N N O 04 �n N 0 Co LO z w O 0 w 0 z ¢ V) N L0 E Q� m N v N U co M O B o Q i U �� 4t- w Q W L O M Q "u'70 Q Q W ow u- wC� O� 0 0 0 Q Z) < 0� x,, w U J a� 0, Of O Z w0 X 0 0 m Z� U I_ O Z Z W w w—� � U) cnww Y) �¢ > -I Q<< WQ�zWzO�0�IL � -P �Yp¢¢ ¢ ILL Ow oQ 0 0 0<<x LL LL O O ZW O� F. M O Q U) CY) Lq LL^ti W I—�<cri 00 Z C) W J 0O Iq O O O N 0 0 0 0 0 O 0 N O ODD p r cam- N i o o o I z O Wo o O o o ; > N M 'd' 6 i N N �N 2 '-- Q z " z U � O Q m z A2 W 04 N LAST PLOT DATE • April 25, 2022 z - I I I : Qz zw W boo U 0 L) Z)zj O ow0 z Of Of _U Im-~2 z=O oU) Q zlyo C) �wX z" z F� ,J 1 ST FLOOR PLAN B 2'-10" 4" 4" DN I 1 I_ I I 'lll'� AIM. Rut 11 91_. LINE OF ROOF BELOW- 10'-6 1/2" SH 25 HD AT T-3" SH 25 EGRESS HD AT 7'- " cV - a? ;r 15'-4" OWNERS SUITE 15'-4" X 14'-0" - 8'-0" CLG LOFT 13'-4" X 10'-8" 8'-0" CLG 13'-4 1/2" N M A. T-13/4" T-15/8" 3'-5" � J N �� c A ® ° QCD 2TC`�V c N 30'-0" SQUARE FOOTAGE: WALL LEGEND: GENERAL NOTES: AREA PROPOSED l 2X4 INSULATED EXTERIOR STUD W/ 1/2" ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL GYP ON INTERIOR SIDE LINO FIN AWAY FROM WINDOW FRAME. FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 NON -BEARING 2X4 STUD W/ 1/2" GYP. VERIFY ALL WINDOWAND DOOR ROUGH OPENING SIZES TOTAL LIVING SQ FT 2217 UNO WITH THE MANUFACTURER'S SPECIFICATIONS. ENTRY 54 BEARING WALL 2X4 16" O.C. W/ 1/2" INSTALL RND DRYWALL BEADS AT HORIZ & VERT GARAGE 401 GYP. LINO CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS TOTAL SQ FT 2672 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR NOTED. r ' ' h ALLOWABLE WIND SPEED DESIGN PRESSURE RESISTANT COMPONENTS. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE e (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, STAIR DATA SMOOTH FINISH. Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As Florida Building Code 7th LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND per edition (2020), STAIR RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER Residential Table R301.2 (4) (Wind Speed Conversions) MARK CODE. and ASCE 7-10 Methods ' A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" WALL THE GARAGE IS TO BE SEPARATED FROM ADJACENT TRIBUTARY LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AREA (ft)2 AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" INSULATION REQ. INTERIOR END THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) 10 39.4 -42.1 39.4 -51.8 APPLIED TO THE GARAGE SIDE. LOCATION R-VALUE / TYPE 20 37.6 -40.5 37.6 -48.6 TOWEL BAR - (T.B.)' = 42" A.F.F. OR U.N.O. EXT CONIC WALL R-4.1 HIGH PERM TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK 50 35.2 -37.3 35.2 -43.7 TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. to N N I-o''50- 0 1" E ° EXT FRAME 2X4 R-11/R-13 KRAFT FACED ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. i 100 33.4 -35.6 33.4 -40.5 EXT FRAME 2X6 R-19 KRAFT FACED ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. 0 co v N CONDITIONED CEILING R-30 BLOWN -IN CORNER SHELF = 56" A.F.F. 4- LO GARAGED 30.0 -33.9 30.0 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. N U -0-0CO 2 O 2 o GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR p E: g a Q T.B. AND T.P. • _ S U 6 � # 16-7 1/2" Ln L w 0 N " 5 M OCL � (5) i °° °° R&S SHLV ! MO O 00 WIC I '6 8'-0" CL cm T-2" _,r.6" 5'-3 1/2" iv 5'-0 1/2" I" AHU 1'-11 13 _$ ATTIC ACCESS OWNERS BATH 266 8'-0" CLG I TB co — J R&S SHW HD & VALVE 60" x 36" SHOWER PAN BEDROOM #5 4" 10'-0" X 10"-11, o? U) 8'-0" CLG N i` cn rRETURN AIR BELOW M ¢ � 0 w �b = LSO 5'-2 1/2" 5'-1 1/2 4 (��068 BF __ R&S (2) 2068 BF BEDROOM #4 10'-1" X 10'-7" 8'-0" CLG BEDROOM '- 9%, .. �f t ♦ ♦ f TiTiTi:::: :: ! �TiTiTT��'I� ` BEDROOM ' SH 25H + • •' / ' r .• � CLG ♦EGRESS SQ 2 N 06 N A3 _ _ _ J v (2) 2X6 HEADER R & S i SEE M/S6 - TYP. 2ND FLOOR WINDOWS SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS 7 -2 1/2" 2'-9 1/2" 7 -2 7 -2 1 U-0" 5'-8" 14'-4" 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION B 1 /411 = 1 1-011 �1 r 0 N N M 4" M LOFT RAILING ON OPPOSITE WALL - PROVIDE BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER \ SEE SHEET ST A3 FOR STAIR DETAILS TRUSSES \ l 1 I \ 1/2" DRYWALL I PWDR BATH i } ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER A3 STAIRS SURFACE AND ANY Uj SOFFIT PROTECTED ON I ' 0 THE ENCLOSED SIDE WITH ' 1/2" GYPSUM BOARD. FBCR ' 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS .,\\,\„\N-N-.,..,. STAIR SECTION 1 /211 = 11-011 STRUCTURAL SHEATHING _ A AUG 2 4 2922 ATTACHED PER NAILING SCHEDULE - ALIGN EXT. V�' FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - vIRTIIAL REvjEvv A3$I: 2X8 #2 SYP P.T. BASE PLATE Plans POViE:`=J Ct,tY1, -n- �-;�,ved SET TIGHT TO SHEATHING for Cornpliun�,e xi-02�F i- C c ,i'i W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EC�ItIOfIiV ®�^Or '-a-1 K:c:��li\-7.71�0 EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ SEE FOUNDATION PLAN FBCR R311.7.2 FOR FILLED CELL SPACING. — —_ 10" 1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM _-2x MATERIAL a d d . �e a e 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) DSTRAP EAOC�H SIDE) CENT 3I NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN A w O z w w V) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. (3) 2x12 STRINGER 3 STAIR DETAIL 4 WALL SPLICE DETAIL NTS N.T.S. cnoww�a--nw-ww-w�0�H Q ,�zw �crM�¢ MF-ZwU W�02¢¢¢oo-,o,�zw�aQ <C30�zofL2°Q -- ��onomZwL)z �ZQJ O Z I<< Lu ozwZOwoa L.L ¢Ow �F F gYOQQ ¢ o� o D o¢Q� w¢ o w >9 O O z W O� U ::) I` 1� 1- CM 0 Q U) M W � ry a 0- M z >- < O z U W w J O O mi qq- 1 1 1 N N 0 0 0 0 0 N CDc- N N O O N C) O O O O N z 0 t Lo cr- w p O O O O I I i > W w Z~ zz W z 0 U "100 UVV5 L r1 / O Z)zj 0 0 z �_a �— i— W Q N ��w N Zoo ..N W 0za�o r (� dZw Z mz z < F� U 00 M—M W � z z z w LU C) N 0 N LAST PLOT DATE o • • April 25, 2022 Z 4-0 O I AAAAAAAA� J 2ND FLOOR PLAN B . 1L I _ _.::.,_ L.. t _ __1 11."_1L[IIn. 1myw Ill ,; � I.I _.. _ _____ _. J.__ _. _ i :ill I 1 .1-1,. I!nmul!.! 11LI:2I L !I:_ l_ _.. 1 _ I ! �. I 02 O ROOF PLAN (ELEVATION B 1 /411 = 1'-011 y�L GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND 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 TTIC AREA = 1505 SQ FT ENTILATION REQUIRED = 722.4 SQ IN ENTILATION PROVIDED AT RIDGE = 414 SQ IN ENTILATION 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 VERTICAL B` 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 AUG 2 4 2022 VIRTUAL RE'o'iE.v ASJI. Virtual Revie';IV Plans Review G�m,�� eyed for-compiiance mtf� 20 c� + Edition by Debra Annt� K+ahr P;/\,)04 L0 � E SIN 0M o MN v 0 Q coy co") L t 0 Trn� W _❑ O O u- � o o Q VJ •n�1 o w m N W L Q M O� m ❑ LL co w O I— W W J W 2� 0 uj �LLLu C7w0�0���XC)0U)� =�QQ I-— — 1OZ0EzO0m❑ z LLJuZU OZ0- pW W zz LL WQ�_I QwoLLI Om<Q LL O w Y❑ Q LL O OQ ❑ = ❑QQ Z� F L- O O Z N O� L z) ti co O Q U) M LO W ti F—�0-M Z C) 00 Z w J O O O N N N 1 CO v / O }I 0 Lr).0 T� Q O U0 F. m Z W c-4 N ZO J O O O O O N N N N N O r O N O co O O C) O O t t Z O U) WO O O O o I I > N M V' 6 Z Q _j 0— F� LAST PLOT DATE Z ZZ Q W Z W coo MZj O Owo �ra Z a I— Ww¢ = mrW Zno CL 2�2 O goo V w,� �Z �Z F_ ROOF PLAN B a z z w J 0 N 0 30'-0" 22'-6 3/4" T-5 1 /4" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B 1 /411 = 1'-011 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 On, %,1 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 22"X36" ATTIC ACCESS 0 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /4„ = 1'-011 VIPT�AL RE\1iEVv naSf' t Virtualri^ 1`� Plans Revie\ly CI-M.' for compance Edition by DebDebra REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3LO ti L)CJ1 co U U 1'-0 5/16" 1, 2'-0" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. -- NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= 12 FIELD VERIFY 212 PLUMB CUT —�� 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD /-- 3/4" SUBFLOOR C.0 WALL HT. BASED ON 8'-8l" A.F.F. 1 LABELED END MARK HANGER CHART 4 L = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 106 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar 60 degrees or less I � 112 � I I � 2/3 to 112 � I Ta line span approx. '1 Te line t 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-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 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 TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SPANGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. I 1 — ����/ ►•iiiiii� �I�j�r101 ��������� I��i IN1 LOAD DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/O1 COPIED N320559 MADE NEW MODEL RFS 8/23/16 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 3/5/19 R001 REV FLR RE'S HMT 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G, NI WI WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216 CCA PROJ/MODEL/ALT 7A2/ 2216B ALT DESC: OTC: LOT : BLOCK: DESIGNER PAGE RFS DATE 1 8 23 16 1 LAN# SCALE N329232R 1 4 "=1I 4 LO h e j c ', N ° m LO W O o 'S W 0 z Lo' E o I m co ♦-� --- D U can V ° A� E t o W O` 2 0 O LL Q t U • N LLI Q N Q 00 E�_ o� OT "m LU LU <Y < LU U w o� w U3 w2�0 a z Of��_j 03:�WLL002 JO aw°ixo�w-zoRoom2zaQ 4 w O z ~apW< Wz� O0Q LL 0 s o oQ¢XQ L- 0 0 Z W O� to ti o p M Q CY) Li) LL G w LO H 0 M j)f 0— � Z U Wz W _j0 I I 1 N 1 � I NO O O CN N CV Q !Z4 O Q O N 00 O r O N O r I ' z O Q0 Lo W o 0 0 0 o N M 4 In M' Q z O � W zW O U Coo tLLJ ,UN 0 ::) z > owo or< I— W �w W Z=(V o�W . Q O 22 gWOf z Z o- z �z �� pU o o.. Z A4.1 z W W _j N N LAST PLOT DATE 0 • April 25, 2Q22 Z 2ND FLOOR ROOF FRAMING PLAN B 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 FIRST FLOOR CEILING WEEP SCREED PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF FRONT ELEVATION B 3/16" = 1'-0" ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 10" PAINTED ROOF SHEATHING 12 15 ROOF SHEATHING 4" 2" 8" RAISED STUCCO 12 4 MANUFACTURED MANUFACTURED 'c.i BAND ROOF TRUSS ROOF TRUSS 21b. EPS FOAM 4" 6" ° >, MTL DRIP EDGE MTL DRIP EDGE 2X4 SUB -FASCIA � r 2'Q ALUMINUM WRAP ALUMINUM WRAP ALUMINUM SOFFIT V-0. ALUMINUM SOFFIT _ NrTITr 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 BRACKET DETAIL CORBEL DETAIL 5 6 7 8 3 4 = -011 3 4' _ '-0' /4' _ '-0 3 4 = - 2'-8" PAINTED RAISED TRIM BAND 4" 6" PAINTED RAISED TRIM BAND 4" (° 0 1 4 cV VSCORED 2" LINES 4" PAINTED RAISED cm TRIM BAND 2 LB EPS FOAM SMOOTH FINISH NOT USED WINDOW DETAIL WINDOW TRIM DETAIL GARAGE DOOR TRIM DETAIL 9 10 11 E 0 4„ _ ,_ 4 1 = 1_ 11 41 = 1-011 .•9I�111�(IIIII�,, _.•g IIIad �I�IIm�(Ii�1���111� Omni on NEI son son on wmqe I pill I` wo 101IIIIIIIIIIIIII looms IWEEP SCREED ME A5 INUTENNIN10101 MEN 4' OFF RIDGE VENT CASING BEAD W/ WEEPS OVER FLASHING A5 1'-0" O.H. -7/8" STUCCO OVER FRAME -DRIP "V" SCREED 8 A5 -PAINTED RAISED STUCCO BAND -6" PAINTED RAISED STUCCO BAND -5/8" STUCCO OVER CMU -PAINTED METAL GARAGE DOOR ELEV AT 18'4' _ SECOND FLOOR CEILING I z0 7/8" STUCCO I g w OVER FRAME_-jl �\ I o J I?V/ L N J O.J. SS C.J.I ��8'4' 8'-0" 14'-0" ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8'-8" CASING BEAD MID -WALL FIRST FLOOR CEILING W/ WEEPS WEEP OVER SCREED FLASHING 00 5/8" STUCCO eo 00 bo OVER CMU Zo m ELEV AT U-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ _ SECOND FLOOR FRAMING M F_ ELEV AT 10'-0" _ SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" _ 11-11 FIRST FLOOR FF RIGHT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" 12 SECOND FLOOR FF 4 ELEV AT 8'-8" FIRST FLOOR CEILING � ELEV AT U-0" FIRST FLOOR FF LEFT ELEVATION B 3/16" = 1'-0" ,-4'OFF RIDGE VENT JI I Zi �w I I I NJ I I I 6'-4" 10'-0"L 10'-8" L_- DRIP "V, SCREED 5/8" STUCCO OVER CMU I \-7/8" STUCCO HINGLE ROOF �12 5 OVER FRAME I I �I I I f , 10'-01, f , 6-4" MID -WALL WEEP SCREED - - - - - - - - - - - - - - - - - 111-- - r4' OFF RIDGE VENT 12 5 I I I IZ= %8" STUCCO o OVER FRAME —� I C.J. C.J.I I C.J. C.J. 3'4" - 8'-8" - - - 8 -8 - - 8 -8 - - - 81_81' MID -WALL WEEP �5/8" STUCCO SCREED OVER CMU 0? m INGLE ROOF b.J. _L 3'-4" CASING BEAD W/ WEEPS OVER FLASHING M ti p,UC� 2 � 2A22 vISTUAL virtual PlansTi for core ►piiancc '.' Edition by ®c6E0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A,DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) � f N N O ' S T LO O F P LO i A ; ¢ LU O w Of 0 z nN > o o W 6.�O "? Ou Q m,v ai (y) in N U -Q g 00 v m �- = u 8 rnrnSimi 0< V/ O u 0 m Q c •� w N aN C N L 00Em P a L/LLW ow � Wow ��I 8Q _j xQ~zX �J003:0 V Q Q H U 1- mU-002 0OQZ0LL°Z�°CZQ¢ �cn0�x0ZOOf00 z Jo U) 0 Z a W W Q ¢~ WOwh�Z� WEO2O�Q J LL 0p� 0 oQz Q LLQ �QLL 0 zCN W OF --- > (n O Q LO 2(n'ti z W M o�o < >- < Z C) Z w J O N I I N O o0000 N ti O N - N O O N O 00 O N ' z 0 WLo O o 0 0 0 i > N M d' to w }~ W Qz w O A--+ -�-+ W z z 0 O W U .0 F_ � z j O o�0 Q' Z a_a � F.. w Q LU N 0 ��w (y O z0= W� . . N 0 zoo Q U LL gzLL z az ry Z U0 O W Z ¢ z z w w J 0 N LAST PLOT DATE O " • April 25, 2022 Z O EXTERIOR '-� ELEVATIONS B A/C DISCONNECT WP GFI HDMI LIVING ROOMi .1 rvvvrt BATHS 2'-6" �L� ENTRY GFI _ - - -WP FI bo GFI AT 30" A F.F. FII 1 GFIf I PANTRY I� DW ' �- ® 1 _TO - ISP LIL GFI AT I ! 30 A. . F. '4 — .5--Vl 4'-3" KITCHEN 6'-0" - A co . GFI DINING ROOM FI GFI n 0 _U / C ELEC PANEL TWO CAR GARAGE I I. 48 o I `V I GFI GFI 110V CLG I i MNT. ---!--- OUTLET---- I I I I � I L------------------- I FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /4" = 1 '-0" ELEC METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NCTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL, BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN C 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS AUG 2 4 222 \v/-R,A vIRTUAL REVIEW ASSf, Virtual Revle'uv Plans Review ccm ., for compliance wrO� kr.r 2 t, Lf rl1 Edition by Debra Anne-- K4a�7w ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH-,,— SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ kS�' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 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" i 3 WAY SWITCH AT 36" -E4- 4 WAY SWITCH AT 36" --C 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: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4) " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS moo) 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -�- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SS 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 I- 48 48"CLG MNT WRAPPED FLUOR LIGHT IF 24 :R 24" VANITY LIGHTING 9;;F36:FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN LC_ 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) MASTER STATION ELEC PANEL IZ VACUM OUTLET AT 12" WA CEILING RETURN AIR M A/C REGISTER (T� THERMOSTAT TO 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. to N L0 E r-'? o Q\� L c;.M 4__;� to ) tj (y) V A' •L.� L O U� —s •N U W Q N C 7W� L 0 E v� m w w ❑LLI LL1 Uj wOf- H~ w�� 0 ¢<Z= Z ofom�<cQwU-p00-j0 Q la- U 00p0fo�oEoom❑zaa O OZ UOa�ZYw❑�_ w<00 Z�YZQQ❑Q a ¢0W0�~F p� 0 ❑ ❑Q CC `� LL Q 0 tL O O Z N Ow F- C ti - FM O Q L') w LL ti W I- of a. M O Z V Z w w� J O N I I I N N 00000 ti N N O � O O o C, O N O ' z O wLo 0 0 0 0 0 1 > N M d' 6 CO w }~ ZZ a w o�--+ }� W Z O U �00 UvZ;5 �. z)z j O g ooLr Q Za�a N � ��w N ZO == w � Q�� Q U :5zLL aLL ry.� Q tom - � OU _0 W z Z z w w J N N LAST PLOT DATE O • April 25, 2022 z 0 1 ST FLOOR '= ELECTRICAL PLAN B ■R11■ 1. IR L' n I i. ILA— I - I 1. ! I .1- I I , lil. - -L 1_ — —_ � 1111L all"�ll�IL II 'I 1 ! — 1 — — — — I 1 ' I 11110 1_i I �_ — — �_ -- L L 1 _ 1 Li SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS 1 /4" = 1 '-0" \VfRA� AUG 2 VIRTUAL REYiEW ASSic Virtual Reviel?, ' i Plans Revie.MN CGm'V' - for compliance ,vItr Edition by Deb(a Nn► tv Kieil FiU AO ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c%> TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ (SC_"SSMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL -}- CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ (Es) SMOKE 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 13F24:R 24" VANITY LIGHTING FruF36:;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 4 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR EB A/C REGISTER OTC THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N O .176 �Frl� "' 3 4 .il "7`00 LO e e /'y�C� a q O LO 9 ° e R 5 ,' z w O, w 0 z Q /N N LO ',-o' E > C 0 W L^ ■J �CO NM D N � N V -0 �_ M E• L u-� .0 O O 2 '- 0 u-o Q ZZ LU 7N v i o EM P) a a L i- ❑wowLu ~90 x _j Q Q ¢0O QwLLUQ�0X Q°WOO JZW z I- O C)U)OZo200-'j cnwaw�5luujLIJ ¢� zwzoLd(OCL W Z J0<OLLJ � �W6 Q LL pw O� o oQ 0 au- < IL¢ 1. O Z W O �.. 0 F M O Q M � � ti W M Z V w W J O O d' N 1 N Q O O r N 0000a N N` N N N N N N N Or O M o O � r r o N o i I i I Z 0 Q0 Lo w o 0 o O o I I I> r N M '1' LO i � c M w w Qz w 4-a ZO Z 0Q � UUV5 .Q �. O�- z j or<Z W- �— wLuQ N -Lu FZOO N � ■ W W Qo ? ��2 N C G O zwo z U gZw ILL az L Q F- pU _o W z z Z w w J N N LAST PLOT DATE O ■ April 25, 2022 z O 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENT RA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 rAM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MIM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANFNT 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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MIM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1, 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1,3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7, BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1, 5. 0 REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 /o 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 4,11.8. 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 - Cofncrete overp&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, farms, 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 6-0" 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. AInTC• GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". 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. AUG 2 4 2022 \Vr�. A�. vIRTUNL RED%iEV4 P5> Virtual Rev, Plans Review cr> .b for cornp 1 liance Nitr tf ,r 24F L Edition by Debra /-\rm= K E,'n M a 'ya N LO LO N J t § s O LO co Lo AN a Z W Q w 0 Z Q (� LO i E > O 5U (D L �? ,I- -0 0 } P r0 .O mo r 0 �- °"0 �Q U -t * (n LU �< �N N C i o E'er r �0 W LLi uS W O F- LU � Q Of 0r Z 0r z W � Y QU Q � H H Q=XJ�O���V)LLL) LL OQZLL,u--Z"_jaZdQ U)w�LLu0Zow�°°'Z� U U) O Z Cn IL 7 W W 75 0r Q J Q<<0LU<zLUZO��poo LL Ow o oQZ�ga oQ 0 �QLL O CD Z (N LLJ o p � Q cn CY) Li- C Q LL1 Q Ln F- 0Y M 0 � Z U Z� W LLI W O N I I I I I I N o 0 0 �- 0 N 0 N 0 N 0 N N N N CD C) co o o I I 1 Z a W o 0 0 o I I I > � N C'M 'ct' 1 � 00 V! ZH Q Z C)Z(n W cy)_ O 000 U U ^ s.1 � Z)Zj 0W� or< z k I- cl�-a LLI T-I = co H W N N ol-o zp= w < F- . . N Q O Z=O r, LLI aZLL Z Z Z U < o O Z SNO Z Z Z W LU J N 0 N LAST PLOT DATE Z O STRUCTURAL DETAILS 1 1 - -- - - - 1 'l1_II111T1'➢Plr"U11"pN111 91111111111, 1 _ -- _ 111 I — - - -V nl 1 ..:- . 111,111111 e Ln L --I I 1 - -- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A7, TACHMENT. METAL LATH . r— TALL SHEATHING II � I II 4 - III X t 1SGAxl 1�1" LONG (3/'4%1"` CROWN) STAPLES �c S"" 0. C, VERT BETWEEN ( l.w.l —�� I I CROWN) STAPILE'S " + „1 STAPLES BE7WEEN S7UD'S AS SHOWN �� w.... ...— .._.... � _. O C, VERT INTO STUD; STUDS (NOTED (NOTED THUS:--) I M ETAL LATH ATTACHMENT DETAIL REV 09.24.21 — SCALE. 3/4„ T-0, 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* 6 "ONLY APPLIES TO LENINAR TPA,'UAX'"* 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 — O N H C G O O 0 a _ 0o 0 9 ' o d U o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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. 19'4" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE O.,+++ J 15/32" CDX //\ OR 7 16" OSBD RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2x _ + 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 CELL STD. 900 HOOK BOND BEAM .. . .......... .... . ........ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #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 COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. >1 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. g 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 %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. ffi - Birdsmouth cuts. N.T.S. — - Under 2nd floor column w/ loads 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 building E1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load, nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVI_ or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + k # 1� Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'�' 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) 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CO ❑ 6,1 A 1)/2" ROUND HOLE MAY 6"6"CANTILEV DO NOT CUT HOLES BE CUT ANYWHERE IN ER 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 1%2' Round Hole Diameter (in2 2 13 4 5 6 7 18 &876 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 ' Any 16" joist Span (ft) 8 1 -0' 1'=1 - 1 -2' 1 -2" V-3" 1`-3" 1 7" V-11" 2"-4" 2'-9" 3'-2" — 3' 7" 12 1 0' 1'-1 1 -2' 1-2" V-3" V-9" 2'-4" 2'-11" 3`-7" 4'-2" 4'-9" 5' ,. 16 1'-0' 1'-1 1'-2` 1'-2" 1'-7" 2'-5" 3'-2- 3` 10" 4'-9" 5'-7" 6'4" 7'-2" 20 1'-0" 1'-1 �'-2" 1'-2" 2'-0" 3'-0" 4-0" 4'-10 5'-11" 6'-11" 7'-11" 8'-11" 24 1 �-0, 1'-1 „ 1,F „ V-3„ 2,-5„ 3'-7" 4 - ,. 5'-10" „ 8 4" 91-6" 10t _ ' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BC15000s 9-1l2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s� BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing �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 Backer block (12" wide min.) Nail with 10-10d nails. \Jnstall tight to top flange. Joist hanger v/ \ 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. SIMPSC w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY T FASTENERS TYPICAL SIMPSON HETA20/ HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '10 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 PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL d a ITI 1 1=,1 11=1 I I=1 I i i a. a: °° 11=1 11=1 I I, ,III. -1 11=1 I I —I_ I —III —I I I - a _lIF °°11III111 .. i I I • I 111—I IIFINI GRADE 11=—III 11111III-1 I -1=1 1=1 I— 11=111011 Ti-1 1=1 I SLEEVE THRU STEM—/ ° a. SEE PLAN FOR °. a . • • FOUNDATION INFO ' ° STEM FOUNDATION GRADE REINF. SEE PLAN ° kXAX 11111 1111,—m; 1 \— SE 4" P(2) #5 REBAR A/C CHAVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. II�_7 L-___ SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #51s x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d �° • �. f� SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4. °a G 41.1 11=1 11=1 I I: -I I I —I I I —I a aI—III—1 I i- 1=1 —111111- 'I ��--a --- —/ . F ° na SEE FND. PLN. AUG 2 4 20Z2 SIZE & REINF. d r ti vIRTUA6 AE,:EVV ian for curl tp Edition by Deb( sr<s L ' - N CD a b y �114 41 " LO N L, 0 LO 3 M1 !p P, 11 /N L`lL s ,g w � o w z Q 'Ln-E 6. � 0?UU CO N Io (n V '0 - /. E .L w 0 O o VJ O 1L o N Q u .0 .N w Q� N G 0o EM L n O� m F-i a -0 n/ W ow C Wow �-Q J of¢~zW 0QQOQOXC) z (�n Z) ze-_0_z20p mZZ u WOOOLZ)ILLp �l—�� QaOQJ- Jp<Q �OZ WQzIO��r=Q �Z Q�LL 0w Y 0¢ � ❑QQ� Q LL LL CD O z LJ O� z 0I•—MO Qfn M � �LL � Lid I— cl� 0- cM 00 Z 0 W Z Wo J C:) d- I I 1 I: I I , I I N NNNN 0 CD N N N N N N N O 0 C)O 0. � , z O_ ' ^ V/ U) 0 CD- 0 0 0 I I I N M � 1 � COV J >_ Z F- z _ Oa--� W aLu z to O V Lu00 VU�) —0 0 :DZj o�Q QZ =a�a l� I— Of -a (V = (_� mew � � CV 0 z:0 OT- . 0 N W 0 Q�� z=a u_ ■ Z -Z� o_ z U p Q _o co Z Q z W UJ J N N N LAST PLOT DATE Z 0 o = STRUCTURAL DETAILS (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W) (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 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 TYPE 'IS"" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER C 3 1/4" BASEBOARD 1 w MIN. 2500 PSI CONC. SLAB d MIN PSI MAY VARY PER MUNICIPALITY. N 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 d =III=III=1 11 r-° L° p O0 M 60 6 MIL VAPOR IIIII t. BARRIER III 'D C I I IIII COMP. SOIL. IIII (COMPACTED TO 95% —I I I I =III=III 11= MODIFIED PROCTOR I I I I III —III —I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ BLOCK WALL BEYOND 14 O.H.D. RECESS d it z_ M � SEE A/S3 0R J/S6 `-I L IA IIIII LHL 1, , , 1 1I F 1 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (13302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6 x 6 W1.4 @ 6" MAX FROM END OF 2 x PLATE � (2) #5 CONT. ON 3" x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH III=II��TI=III=I m�° D D � D I I=III=III=I I I I 9 III —III —III I � � I I III —I � I —III— ' II —III —III III I ° TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T ELEV. 0'-0" IEa 4 A.F.F. .4. d e d • d. .° d a...' ° q' 4' ° 4 ELEV. 4-3 1/2" A.F.F. 0 d,° .� e ° •d 4 2x4 CONT. 'O' ° ...'°� LL 4 GARAGE DEPTH VARIES4. ° ° . d. d d' v ° e GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR Lc,I G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN o ° o' FOR CLARITY p ° D 00 ° 1 II1—III—II1=1II—III—III =III=III=III=III=III =I Z o ° 1—III—III— III —III—III—I I NOTE: g' ° u ° III—III—III—lIl-111=1I1= N *FOR BEARING WALL I—III—III=III—III=III= r W/ UPLIFT ONLY I I I —III —III —III —III —III —III —III —III —III —III —I 11-1 -III, ; , I I I111111111111111111111111111111111111111111111111111111111111111111111111—'' I I —I 11—III-1 I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" GRADE _ ' -(1) #5 REBAR w/ OPT. =1 1= I II I II I I 111 II I II I I I I IIIII I II I II I II I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS T co :.4. M III =—J I III I ' � . ,� .. d � °• ' III=I I � I I-- co I=III- I SEE A/S3 OR J/S6 —" _i L! II IIII—III I I Ii1—Ilr FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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" O.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. III=IIIEEIIIm1,31/2"(min.)-4" 00 —1 —III—III= 3 1/2"(min.)- 4" I I=III ° - —III—I I —III. (2) #5 CONT. —11 i IIIII Illli IIIII 111—,III- 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP C@ SHEARWALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5l8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. b _ III=111=1I1='31/2"(min.)-4' 00 31/2"(min.) - 4" =III=III _ =III III=_III_ —III—I I_I 1' '' =1 I M 11 I I I I=1 11=1 11=1 I I III —I I_I I' (2)#5 CONT. 11 14;1 1„IIIii�II41�1IIIII�II llii8l'I�— U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=1'-0" �S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH , WEEP SCREED INSTALLED BAR c PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D FINISH GRADE O0 [GRADE 60 MIN, Fy= 60ksi] M — — — .� u • 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -III III R p ° ' I-1 I I ° I I=III=III=1I=_ e III —III —III —III—, R 1 7/8' III z I I —III —III —III —III #5 REINFORCING BAR o . T III —III —I"="'=' #.r; I AP sPl ICF COMP. SOIL. (COMPACTED TO IIIII — I I=III—III- 95% MODIFIED PROCTOR ASTM �= 11=IIII—III—III—III II=III=1I1=1 11=III=III III III —I I I- D1557) — I I —III —III —I I i—III—I I r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI` Q _4 INTERIOR ° a dd 'd <a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C° a 00 •� N 1=1 11=— 1 _ I 11= M 6 MIL VAPOR ::El I _ �'- BARRIER =1I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE a-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 `I d WWF OR FIBERMESH C, a K S3 u►�mi��mi � �.iia� �iw`.oiw�oi��ov.�oiiao�iw�eo�ia . REINFORCING •0•• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LU END OF 2" x PLATE W C U CL a � 1—III—III=III I . w 1—III=III II=� , • n REBAR DETAILS rF_�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD TRUSS X AT 24" O.C. MAX.FOR �--- CONNECTION INFO SEE PLAN FORx & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE IY Q j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE') AM T BTM PLATE A SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS c•:, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-h� COMMUNITY SPECS •'4 .a ;� SEE FOUNDATION •- .... ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 AUG 2 z��� SCALE:3/4"=1'-0" S3 VIRTUAL REbiEW AgSii Virtual Re_% e, Plans Review c(,m; for compliance J►FI'tY; L `;li Edition by Debra Anrle_- Ko'aih /(2300 (2) #5 CONT. =1 I I=1 I f ON 3" CHAIRS (TYP.) 8" 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH �, •E d' I —I II —III —III —III- o III III—IIII—' T 9N TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH rM ° — a +— •� �. 11-111-111=1I1=1I I III , M '_ N E I'I III ll M II �a ..c • —III III- — 11=1 • 4� 1 III, 111_III ,III ,� I SEE PJS3/J/S6 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SLAB STEP & RECESS L5 S.G.D. rm_,� SCALE: 3/4"=1'-0" �S3_ MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _- EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE d ° M 3 III —III ' a a • I—III—III—III-1' III—III=III—I f w wUj I I I=1 I I I 11=1 11=1 1 1- z > o 0 =III=1 d�III III Ill.,M z ' 1 1=III=III=III=III=zI I III=III FOOTING J -III III —III —III —III —I I III —III —III- =IIII=III=III=1 I I ,� I ..III -III—' BEYOND SAD REINFORCEMENT-1-III—III—I I I— .3"MIN . CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 f �. N N C N ,� ..:, a ' LO ' d. a e LO 00 w O w 0 z d ) N L0 E W L i -0-0(1)0 co N N V UiD� �° A, L C MO Z) 0 2 o .� 7�1 •� O LL o R Q ' `L/) V w Q. !:� W Q M 0 CL LLI W oL wot- LLI I-Q w� ; 19�z'If Z W Q Q U o�O=2J<o�w,LLVoORJO �o00 Z �Iy�Z���F-aQ F- F_ Otn��OZORoomZ= U W w- w-� a cnww � �¢ - 0 Z Q<¢OwQ�zwzOwg�pna �I-� Iwo LL ow a o= o Z) oQZq�¢ LL¢ o ¢LL O Z W 0 (n O ACM O Q cn LO � r, Lq F— 0� 11 cn n 2 v- Z V LUz� J � d- N I I I e I N NNNN CD N 0 N N N N I� N N O CN o'oo CD o I I I ' z 0 Lo W CD a 0 o � N. co d' i CO ZF- Qw z C:) W z O V Uj00 UU�5 L0.0 0 0�< QZ 0_� aa LU rl w N coI- 2 N �-,0 ZF;= w = . N Q 0 zoo U az ZE �z F- Q O0 MM0 W � Z z z z w LU J N N LAST PLOT DATE 0 . . Z 0 STRUCTURAL DETAILS - MONO -- = L 11 [ 1, 11111" 11 i. 1 1. , L— -1- - '_1 1 11 1+1w nm111;111 1i 1d1 -A A .70IL� V 11111I Pf I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP 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. SL� 12 \�\YP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW IAI 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K,O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE WI (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 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE 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 rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK OUT #5 NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) FOR CONCRETE PLACEMENT / a a 4 ' .a I.c O. d O d 811 STD. WHOOK 8"-171 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 NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 41, FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR — TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL q ❑ ❑ DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ FE] 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 rD SCALE: N.T.S. S4 SF A�NpO� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE OOR vvvn 1 nn�� 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 V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'- 16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLR SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C z P.) 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 ( ) 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 LMAIN IN KO BLOCK AT EA. STUD 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. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL AQ C. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . AB. SPLICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ 4) 16d TOENAILS TO Y6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C C C P.T. -ATE SIMPSON SP4 -, SIMPSON SP4 SP2 SIMPSON =��r 10� ST J M. SIMPSON SP1 SIMPSON SP4 %� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 N� d a 2X8 P.T. BOTTOM P TE SIMPSON SP2 ..r \-NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U Z d 2x TOP PLATE T 2 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WAIL SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING 0 C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER 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. 14 t > JIRTIIAL RE'riE"w P.SSI- r!. .. J; •; .'-. Virtual Re��ie°.,,,� �: <, gad Plans Revie,,< 4}, for cor 1piiance Edition by Dep« Ar�•ra� ��U�7� t=-,e,�r�0 ,"- N LO 04 LO =m 1 o0o e 6• . . A �.�Gi7/J d it z LU -S O 0 n 0-1 0 z Q E 0 OU W L -= M co in U °D M L w t O c 4) O B o V/ O U- o 9 Q c U ti �Cn V w QvCN W L O E M CL LU W ow Wor wo,2 z Q Q J�O�wV)LL'UO��O =o�oOW 020"F--oooomU)�90zz UZzwW�0--z00 Z OLU N�ZEp Q ¢~2020 pWa oW o o¢z9 ,L¢ o ¢LL O O CN Z W 0� 0 O z Q CO 11- LL Lq fl M 00 Z U z W W O m d' N I I I ° I N �Ccq(N 0 0 0 0 N Q N o N CD CN CO CD�- CDf I I I I ° z O Lo w a o 0 0 l I I > N CO It v/ z~ W Z CD W ? cwn cl00 O U UU� �z>_ LO -0O Or< Q z a �— t10 ��¢ �� w 1117111-1 zOO Q�U) . . N 0 zcr0 Z U azLL U)Z Q H� U � 0 0[.. �. �MM W z z z z w w N N N LAST PLOT DATE O z 0 STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (I 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 —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 2x4 CRO. BRACE SCHEDULE FOR 8" FROM SHEATHING DETAILV SYP#2 "L" BRACE TO RIDGE FASTENED AT ANE�R2x8 EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM 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 (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12" O.C. FIELD INTO 2"x6" P T PLATE INTO SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 T ON TOP OF PANEL BLOCKING, LL WEEP SCREED CKING 21/2" x.8"JI BOLT 48" O.C. NOTCH "L" BRACE HERE THE PFIRST ANEL 4L ROWS OF TRUS ESOR 2x4 "TOON TOP OF PANEL FASTEN WITH 10dx3' 4 O/C SPACED @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA, END TYP. TOP &BOTTOM BLOCKING FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S`5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N (V AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x ix INFORMATION CD'� SCHEDULE FOR 1 1 2' SHEATHING DETAIL BACKNAIL w/ 1/ (2) 16d NAILS WOOD TRUSSES co 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF . RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS �i�ll� NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ,,..,--- -- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO -� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C 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-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x811 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. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SIDS '—IiVIV I . DC/iRIIVU 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) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING v 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ �` 48" O.C. "L" BRACE ATTACHED W/ 1Od NAILS @ 4" 0.C- TYPICAL 16d NAIL GABLE TRUSS WEB -� SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w 0 o � 0 w o d m - 0 o ' 0 d uj ---- 1 o g o o T X o T _T NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 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 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AUG 2 2t122 vIRTUAL REvIEW Virtual Revie1:, Plans Review for comp[ianca xqt� Edition by Deb(a ! r,ot__ N N O s� r N In - vv Dj Ln 00 6 y ct t , M ye gay t. z we 00 w 0 z Q E >0 0 M "It-Gl 2 N V °° v a WD O B o 0 TT •� O u- Q t^o, w s? W L cO �c � a � W UI W o w W O 0 �Lu �¢ - c<1 z11� Z 0�� :0) J�O3:W nu- �00x Z�LL2Zg��l-QQ OrA09OZOw00mZZ V �OtL�ZYaZZLu LL00WO�0- (/) 0 Z ¢�W0g��-gwo�0 < a = 0 0� <LL �a 0 �a� s� O Z N 0� > (n O J � It � W � I—fZ12M cj � Z 0 Z W WO J O d- I', I I N N 000CN 0 N 0 0 0 N rl- CD N N O O r r 0 l i z 0 CU Lo W o 0 0 . 1 C Z ZZ Q W � " i O W Z U) p V 000 VUU) =)zj pW- 0 Z �LLJ w H T� = uj m-W N 0 N o�0 SOU) LILI Q F- . . N 0 zoo U JwLL z �z � Z �Z �� U < ®0 a. m af z z z z w ui J N N N LAST PLOT DATE ■ ■ Z 0 STRUCTURAL DETAILS 12 I INSULATION - BAFFLE INSULATION PEA CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYER TY?E 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED HURRICANE ANCHOR @EACH TRUSS WOOD TRUSS @ 24" 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 lALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/36 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = 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 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER ° 1_ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS STD. 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 IPL SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U 4"x4" INSPECTION PORT AT a-- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w to 0 AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c E d iv ram- ° a' a . °. . FINISH GRADE 00 I —I I I I I —I I I —I I = I 1 _ I 1—III—II1=1II II1 —_— —_ _80 6x6 w1.4xw1.4 1511 I=III=III= I 11 °•°. a 111_=111=I I=I I- r WWF ORFIBERMESH 11111�I111�11��1I1 IIlli�lllllllll1111111 IIIII ° a o IIIIIIIII�1111�11 r �III- z '-111 I ZfiI II I II II I II II I STD. 90`HooK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN, CLEARANCE 4" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER JE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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) 10dx1 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. RIBBONS DETAIL (FLOOR TRUSS) O SCALE: 1 1 /2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d ° I III —I (3) #5 CONT. ON 3" 81! I 11-811 I 81, I CHAIR W/ 3" MIN. 1 j CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B 1 15/32" OSB All EXPOSUREI SHEATHING F x x PROVIDE BLOCKING AS REQUIRED PER f n SECTION X-X IF NOT FULL HEIGHT SHEET C In z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F SHEATHING w SOLID 2x C BLOCKING @ ALL 0 C SHEATHING O EDGES (SEE In OPENING ISECTION X-X W aU C xk— w C� —x E w 2x STUDS BEYOND.(n SEE PLAN g O U) '-,.-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rI r%in-rinK! 11IA/nnARA 3/8" "S" = NAIL 3/6'• SPACING S 3/4" S 1/2„ 1/2" I - S 1, SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". H z (Z) 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. O ¢ w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. V)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J 0 LL P O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER � > ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. CCF-OOJtn U)) FO w m 11 Z 20 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O ~ MEMBER IF GABLE END p u � 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 • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE FXT OpFNN0 R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN, SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1AxW1.4 WWF OR FIBERMESH I ,C . • °. ., •d ° .. e 44 ° M — — '° — ° ° ° . ° (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 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'-9' (2) (3) (2) (2) (1) LSTA30 T-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 IIIF I :9;I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. AUG 2 4 2022 \/ I / VIRTUAL RE"'"; PS`il= 1 Virtual Revle' „ Plans Review 0,01,_ h for conipiialnce iiv,4 Edition by Deb,a 11,1111 4�s La 4—CN N uJ J,, r N e yj0 O 00 w 2 0 0 W Z Q n, > o 0 1' W 6.L 10 cy)N V 7 c rmi L O O 2 0 0 :EO LL o N Q • N w Cj O N < 0 L 0 EM I� -0 F-- a �y W LIJ LU Li cq W H I—Q w _j of zpr Z LL Q Q I— U ¢� xJ z��O Z LL UO Q QQ LLLL— �J�F-¢¢ 0 0 O LL �1 �J Oz c3W x W z W c m z CO a UJ W W � tY Q z }�j U (nU' O QoWpw�u5gwz6mo IL 0Q o =O oaQ�¢ F LI- O O cq zW 0I­_ �! Cn O CMO J w In Of 0- C'7 0 Q00 U z z� ww 0 J O N I I I I I I 1 I I N 000r 0 N 0 N 0 N 0 N N N_' N O 00 O 0 r r O I I I Z O LW o 0 0 0 I I 00 U) Z I-- LLJ O �� W Z� 000 O C)LU UV�3 DZj pW 0 Q z a20- �JoI— LIJ wwa N (D ~ it LL (.J 2 fV Zoo W~� . . N 0 Zoo Z V �Z� LL- �z seo 0 ,O 0 �- F.— Z z z W W N N LAST PLOT DATE 0 z STRUCTURAL DETAILS - MONO r _I Li. L rrLLLIl_. 11. :I Q L.. .1.1__. 1_ _ _._ _..-L__9. 1 1 1!.I. ! _.I _.___.. __ _-.I — �.�_ 1".e!_. R9R iJ'.i'1"_CIQ.IflI 111.1. 1 1 1 11_!1 _ ..- DOOR JAMB (REFER 1x4 1/2" DRYWALL TAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16 x 3-1/2 FURRING TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" �° TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"1 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 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 I1 STAGGERED @ 12" O.C. 1-1 /d" nr=TA I I 2x DETAIL 2 1/4 DE BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0'1 n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (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) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS — SECTION A -A 81, 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-Orr 811 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,, 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) 1 Od 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. RAID. PROPER INSTALLATION MAX. 8" #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (l NOTCH WEB AT +5^ FIRST 2 COURSI "" 'rT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) WI (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH, DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" , Ir F.F. 3 .. - D D D . . . . II=III=III=III=III=III; gD. ° 1=1I1=1I1=1I I ; I I1-1I I 1=III=III=_� I i- D D III=1I1=III 1=1 I I-1 117 GRADE D p. D,II1_„III- ° M p z \' r �D t> (2) #5 REBAR. MIN. 3" 16" MIN. or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S 1 IAIAr+0C0TADI C INICTAI 171nKI FILLED CELL INSTALLATION / H SEE ARCH PLAN AND P_RI LNG TRLISS DESIGN SEF N! TE 1 BELOW SCALE: N.T.S. 2x SUIT FA2a`CIA, ALUM DRiPi EDGE BRG WALL TYPE -f--� Q , � .� ALL M FASCIA 4 PER PLANT I f� 1- 4" TRIM PAINTED }"` SS NAIL w+ 5111:" HEAD F CHANNFL, ASTENED PER L�IA 124R O C. ?=E 2 BEL CAV CONT IVEN ED OR SOLID SOFFIT CONT 2x4 NAILED T 0 L 2x BLOC KING, NAILED TO TOP BIOCKiNG',w! 2-12d I ILA CHORD F P.Y OTHER TRUSS ww( 3-12d NAILS, Ci,CJ BUILDER TO %, ERIFWPR�G1VIDE , CPF:��IT IAATERIAL SPAN C DACITIES BASED U[N THE L1ES191 IRN PRFS SRE5 SFIEG, FLED 'FCR LI-)%1PQNFNISAND ULAIDDING LIFTED IN! THE DESI/LN CRITERA. CIN SHEET SN. FOR S .�FFIIT ATTACHI,r1F�IT AT 4ALL IP; R At ALLII� _ lw FL# 1v.,4 R5 FL PROOLRCT APPRGµN AL) F CHANNEL FASTENED TO: CNIL'I vvil T NAIL 09T' .CIA. @ 24' O.C-. wl 5(8" MIN. EMBEDMENT - %=VOOD w! (3) 16 C.A. 4 x 14" CEZ01 `4N .STAPLES (a_) 24- 1A)c O.O. IN DIAMOND PATTERN - SUB FASCIA wf 15 GA. 3/;4"x1 4" CROWN STAPLE P EACH GROOVE STRUCTURAL SOFFIT 01 SCALE: 3,A' -1° O° (.---) FOR ALUMINUM SOFFITS WITH SPANS .'I I A', INSTALL MID SPAN I"F1I OCKINGx PER THE 'SOFFIT FL FAA 1NISTALL.AT tDN CRI TER! 0, 'DEFER 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. k (2) 10d NAILS @ 8" O.C. O�FiQyq TO TRUSS TOP CHORD N � + + �NC'Ty PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + + 2X4 SYP d 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. 4'4') @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) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI%1.: MSTAM STRAP SCAT F• 1/4 CFF CI-IGGT n7 ANIn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. --,<-H 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ A 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 1 Od @ 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 1st COURSES SOLID W/GROUT e a a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. .a"' •. OVERHAN i, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 11-011 51-0" INISH FLO ° . .. �.. > D D , D #5 BAR 1'0" ° p CENTERED W/ . D'. ° ...A> 9 H IN TOP o _ D KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN I — ° D o AND SECTION DETAILS TE I n CLEAN FILL D ° D DIRT 711D z °, ° STANDARD o P 90 HOOK N #5 BAR IN FILLED CELL ° ° a ®. ° ° a ®. ° ° R ®. � ° � ®. SIX STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC 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 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL //1\ ur__nr IAI I9n.IIY �4 SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. AUG 2 - 202Z \\VT VIRTUAL virtual Re.,it r, , , ;. d Plans :b � iianCc ��rir� +_r:r for con p µgiro, K;Sr Edition by Deb,a_ §'spy a - - r'_ LO 5 `Yyt''' J 0 P LO p 0 w z Ln a) LO E > O� O ,M U M N d c') W L i O 0 2 o O L- o Do Q U�� —i < .N LI.1 Q;� N v oEc D a 'U W UI W LLI Dw H W J w 2 0 LLj 1- ¢ _j z � Z �92_,<O�X<,0io°�o Q Q H U Z) 0 Z�Ly 0Z20cl-¢Q 0 0wof9ZOIoE200mzz cn a � w w cn Of (n �QQpWQozWZOw�pa ¢OW g�� ¢ L -weZ oOf o � o¢z� LL¢ o �¢LL sl1 O O Z N OW Z) ti 0 � O QwM� 2U)LL_ti tt� _M 00 Z U LUZ� W O J O CD N 1 I 1 1 1 1 1 1 � IYi 1 R 1 i 1 N O p O r 0 N 0 N 0 N 0 N N co O `o r r O I 1 I 1 I 1 z O Lo W o 0 0 o I I I > r N CO 'It w z 1- W Qz 0z� W 0 U L00 () U :Dz� 0 0�� Q Z 0- IL 1"� = m L_ w N (D �-�2 N ZO= Lli Q�� . . N 0 zoo Z U Of 0- z �z Q F_ � OU p IZ Z z z w WN N LAST PLOT DATE 0 Z 0 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). JIIVIrO\lIN IV101tic I wi 111JJ ivu INMILo FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: T = 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 1/2" 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 \ 61, 2x4 SYP BLOCKING FOR STRAP (SIMPSON 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 GLUE 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" STRINGER CONTACT\ SIMPSON P LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 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" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED 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" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR •1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4 PLYV\ ON DECK ON DECK --2x8 SYP GLUED H 2x4 SYP BLOCKING rzl I x8 SYI AND NAILED TO FOR STRAP AND NE FRAMING (SIMPSON MTS12w/ FRAMIP 2x4 DRAFT 2x12 (14) 10d x 1 112" NAILS) 2x4 DRAF STOP TREAD STOP GLUED AND NAI LED 2x4 BLOCK DR FT ST P 2x4 PT NOTCHED INTO G' STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H T SECTION VIEW SCALE: 7" = 1'-0" SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP rIN [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 21r ' 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 BOTTi GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING J 1 /AIM UUINJ I MUU I IUIN UC I iRI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ALL JOINT ✓ALL TO R JOISTS) -UD NAILED AND TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT /ALL TO R JOISTS) SIMPSON '14) 10d x u POST LET INTO _OCK DE "ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" AUG 2 4 202Z V� "'111% vIRTVAL RE,it`av Virtual Plans Rev L-4 Cj,bni_ for comPiiailcc- felt[ t ,r 2� L Edition by Debra /, r ; _� �:; $��I 3= �00 N 0 F m a Lo N g ��� o ° ° o P 00LO , ~ ° A Uj W Z Q ri E (D 0 Cy) N4— Ln c co 7 U -0 co d co E .L L O 0 2 o _� 0 TZ1 •� O o Q •N N W Q�r N C EC L. o Uj Jj L to W O QW a z of �ry o V XJz��U),UcI�- JO ¢OZOO�O UI- =�Qpmz CWOzj wOZn Wd 0W W VILL Q0 Of IL Q WW~Qo0w LL OW �F o�WQ OQ o o¢z FaU- O O CN ZW Oi-- ( Z z co O Q Co lid U) LL U) ti Li') I-0�0-M <>-<00 Z U Z3: LU w O O mi CV CN oo o CN 0 N 0 N 0 N 0 N CV � � N N O O o�-I O z O wo o' o o i i � N; M 'i i i i cr MI Z~ ZZ w ¢W ® W O U WOO 0Z LO -� O ow- O�-O Z nE �a 1 F— �W¢ T� = (D mm:W N N � Z-,O Qoj N O zoo Z C) azLL �Z 000- �m z ST < Z z W w J N N LAST PLOT DATE 0 Z0 O PJ 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 • PC 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 PG = 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 GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB BF12.OB BF16.OB 8F20.OB 8F24-06 8F28.OB 8F32-OB 0-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28.1B 8F32-IF 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 (19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 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 NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRE" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10.OB BRF14-OB 8RF18.OB 8RF22.OB 8RF26-OB 8RF30.OB gRF6-1B 8RF10.1B 8RF14.IB 8RF18-18 8RF22.1B 8RF26-1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 9479 1 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 2.649 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 1 1825 3120 1 5048 7915 9479 10893 32 7'-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 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRiT41 v"�■-v 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 1U-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 4^Zr-CRGW � 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 CAsi'-CRSTi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F161T 8F201T 8F24-1T 8F28.1T 8F32.1T 8F8-2T 8F12.2T 8F16.2T 8F20-2T 8F24-2T BF28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" {64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 1 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 1 2571 3039 1 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 1 T-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 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 121614 410 420 709 1050 1 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 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 1 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 480(11).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 1 175 267 10 341 10 416 (101 491 10 566 10 124 1 200 316 450 1 600 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 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-1T 8RF14.IT 8RF18-1T BRF22-IT 8RF26.1T 8RF30.1T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26.2T 8RR0.2T 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 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 1 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 1 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 1 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e . 4 ,p > D � e p % 0. p > 4 > D > D 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8�-1 B �..�/ e a > D > 4 O ° p 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 ROUT FILLED * q ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-1/2" CLEAR 'a - C.M.U. _O U) mLN t.° oC) I__ W�LI LO C6 'd d #5 REBAR AT o�000w a BOTTOM MIN. (1) Egon wZ REQ'D ¢ LL C� J W Z - UJ 16 GAUGE ° POWERS STEEL U) r z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. z= Q O w 00 Z = L6(0 C C 7-5/8" ACTUAL 8" NOMINAL WIDTH -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O 0 L - - - - - - - - - - - - - - - i 1 ST FLOOR LINTEL PLAN (ELEVATION B 3/16" = 1'-0" AUG 2 4 2022 R VIRTUAL REVIEW P3S': Virtual Revie°;;, Plans Revie v ad for compliance Nith (, ;r h Edition by Debca /Anot-_ KL,;jj- %�)O0 N N O -- f r Ln CD 00 LO ¢ z J p3 w €°a _ o €ell �T O w Z nN� > 6 ^ 0 U Co N Lo 7CO ft� V 0 j 0 S o .r O 8 O TZ1 •� O o a) Q U0� .N LU �� N C ^` W 70 V N L cO E � C 0 a V, Uj LU ❑- w0wE�J crYzW LU I-¢2§~ Y OXJ0Oi UO� O�U¢U)z Jz 2 O❑0C)WZO 0zz U) O Lu - LLI xZuw�oi<L�O Za LL Ow �I-� -2 ❑ ¢ OQ ❑O 0aQ0¢ LL H LL i� 0 Z N OW I-- (n O � � �M O Ln W Lq I- W O_ cy) a 2 � Z U w L11 J O O N I 1 I Cv O oaaao O O N N O04 O N O 0D CD O r o N o I I ' z O Lo W o 0 0 0 0 l I N co LO Z~ ZZ w O }� W Z Z coo ^O 31 �Z5; .Q O or< Q Z a -I W Q m w N Zoo W <H� . N 0 zoo Z V gZLL LL a Z ry z pU _0 W Z Z W w N o N LAST PLOT DATE • April 25, 2022 Z 0 STRUCTURAL DETAIL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#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" V-6' PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3' 6" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 2912 1 5318 5318 5114 5114 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 2038 1 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 1 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" &2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8' 0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1 Tool 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 IN-B" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 174" 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) 7116 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. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 N R 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 164 164 124 179 (2) 5 N R N.R.- NOT RECOMMENDED 1-f .•J DETAIL "A" DETAIL "B" •w DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -i rLOWER LINTEL CAVITY [8x16-1IIIP-1L/1U] NOMINALWIDTHI Ij `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL W &'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 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-19' 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (21 No.4 1777 1777 1448 1766 11'4" 10.-0.. PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10.4. 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) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 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) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 834 834 390 163 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLD LINTEL -1 r LOWER LINTEL CAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH j LQUANTRY 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 #5 (1) U (0) L #5) U L SOLID #5 (2) U (1) L DETAIL'DE' DEfAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3-8" 74' 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" 5-0" PRECAST 2 D4.5 WIRE 2 No. 4 1764 1763 1578 1578 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1 1188 1267 9'-9- 1 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 •:.:b;:• •V;:• •..,�. DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 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 (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL? DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 414" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'-d" 4'-0" PRECAST (2) D4.5 WIRE (91 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0.. 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 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'-6" 11'-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 14'4' 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'4' 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 2 No. 174" 16'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2)7/l6strand +2 488 488 260 493 No. (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 4- DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF#5 BAR AT S-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] j LQUANTITYOF#5 NOMINALWIDTHJ NOMINAL HEIGHT BAR AT UPPER LINTELCAVITY 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)#51- (1)#5U (0)#5L (1)#5U (1)#51­ (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'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10D00 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'4' 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1490 1490 992 1490 14'-8" 13-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 74'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1774 1774 996 1494 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1008 1008 573 1048 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 f' DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S - SOLD LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-1L/1IU] j NOMINAL WIDTH NOMINAL HEIGHT `QUANTITY OF#S BAR AT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)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 1DODO 4'-0" 2'-B" 24" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-8" 34' 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 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8xl L/1 U] NOMINAL WIDTH ] J I6-P-1 L QUANTITY OF #S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000ps1 W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc co Eo !0 (TIED OR WELDED) 4-) N SEE SOCHE SCHEDULE MIN. MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN, BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2',2" - M � M co (o r N co MIN. 7 5/8 kMI TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51­ (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 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 74" 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" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-O" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 2199 2199 1219 1846 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2) 1348 1348 753 1330 No. 5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1092 1092 614 1167 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1023 1023 576 1121 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 898 898 481 947 st •.3 .w ; DETAIL "0" DETAIL" DETAIL 'Q" TYPE DESIGNATION P-PLAIN LINTEL/ '�'I QUANTITY OF #5 BAR AT S-SOLD LINTEL I r LOWER LINTELCAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH J ` QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 100DO 10000 100DO 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 1D000 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) 04.5 WIRE (2) No.3 4017 10000 5613 10000 6-8" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 936 2036 :�•;: �•;. ; �•;. DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/1i %Iwmjj 0 I5 H UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 7 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" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" b'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 '.,�� •; '•,�� .•a ryP aka DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)UIT) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1OD00 IODDO 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 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 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" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 1 2996 1 1183 2844 :�•1. y;.�•7. F I 'a�'i'afl I I �•�'+'••� I I'''i'••� I DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION �L�� [8X16-P-IL/I� ] ,�JJ� _ iAT TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLD LINTEL r LOW ER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINALWIDTHj `QUANTITYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10.4. Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-O" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 p?\ N.R. = Not Recommended k AUG 2 4 2022 VIRTUAL RE'diE6''Y ASS': Virtual Rr ,jlie Plans Re" a v c-c�m; -ad for con piance x1itl t"t 2N, Edition by Debt ' N NO I' r o eT N � eaa co Ln < h \ } r Q - �' 0 9s ' 2 " 0 W z I Q (11 E > 0 M 0 w no Q N Vi ' V �OD d rPi w. E . c) W Q 2 o rnrn o o m Q •Ln W W cOO E rNi 5 L 70 Q 0N I-- CL -0 W LLI �LLj (n WOE LLI �Q �a� ZCr Uj ��g J0O��0LL0 LL JO OZw�WLL 00U)ZOOmz W(r�� Q zj6 _JU) <D0Z�ZWOOdQLLIQZ EOLU pQ WnfO Y3�Q QQQ O� Z) ry Q o LL C) C) ZCN w O� O z F- M Q (1) (y) U) 14- G v/ - rl_ z < wNN LI? L.L. CIO Z C) w w J C) C) N i T I I I I I i i I N ooaoo r- N N O cN- O CD N T O C) o O N ) 1 z 0 LO W C) 0 0 0 0 1 c- N M rl' Ln 1 Cr 00 V/ / }F- ZZ O 4-0W � W Z M O U 000 UV � �z5; -� O or Q axa , ^ LZ I-- �WQ T� = coWF W N Zoo w <I.- =) . . N O zwo U 0- Z z Z F- ®L) p M� W z � z w WNCN o N LAST PLOT DATE O Z .. _ J STRUCTURAL DETAILS B x9&N§nWff 011 4.1- Mourtring Brackets � I �) Gaicou 'x4 -F-2 - 27'x 2-1 0:: Back Cross Support Way hf. rty. vo'Nil See Anc�%l4m Sdiedul�� RightBracketi 6(iauWlt Sells ITY0 A 14 Srl(4�mllilxl AIC Unit. B(AtUfn FLI)t IF (To1*4 1.n fvoiw�i Front Cross suppon self -Locking Niju "dy be cut to'w) Left bracket (16 Gauge) Strew=Thriu BrACM;, & SarkCrois Suppwt Into A/C Lint Bottom Side �Tyjnk * I coch!�IiJd, (va, hiOtAcitrie ljfj�li) On—L, =H.A­.,Pa Aiz 13-4tx litallinont wA Detaining areiAribi, arpeat mrittria can nhat eeeri Rands Department ot Business & Protesmonal Regulation raep, I & Building Codes and Standards Procirwrt A ppinval Application Dotall Pak 2" DA# P" Pair Wak Will MWNWA&AIM rrnd lOO valluild Y60115tatm Pgorl1rits! ADW951 2AIM Affin­tl�. M20 �M[ %I- Rw�. Inn M.h- Groh-, Hurnm F. N­ 1? F L.K� rr­d� P E cao-oarry� 3nniorwiv 1CM;,-tits (877) 441-am PE-73TIII iY�, 'WID-1 600 stnbcawgrry� prowcs hoh,4L0#d"a fttuftaf N- Ted,,�ftoh, r-On- 1004-t- FtenMV Anaaiw.d k�aw or. L.-I Ffo6d. R1,21011 Ito-# nOmbw W Homo =2111V, Ptooloc raordidW in H*Z 001940% fli elixt plannO. I $0 Nall- V. 2 5'ant, 11WIStl Diral r-don ri-d -I V­Arm. V-4 12,11IF20223 Y_ I- NIA tool- W W.--V MOM! rw1u-11 hoLurnuffaaaVent I mlim ven yt; NA . 4 Snanta-4 14�_ 9t W, nol"MdFlow"InIA 1 =tom lr�Wuo S�M[�IemA Lk, xn540-�2A I j"%,*GOOUo Don, kovw �on, V� NIA NJA 0 rrnr&�w 10,110 91%1,570 �24FIr003 W%Irl I'm III 0i Fko�`[ VAII WrIa N,A IrUl4r. Kra, Florida Department of Burswess & professional Regulation I.." or, Buildbrig Coacts and Standard,. Product Approval Application Delall C-40 &any W PW Dan. 049f DX4 am Moll didracislijaid rgAlaw La&aa YAW929 W, VAIjAzeld 1halaud ML MRWA A21"1011 RAVI R-IrOn 7019 OW41 Mani, 11`4 jarnr:��I�nn !!v prl�sl L-K. R0,1&.0 P E I P, wa" cnmuary� P.-Ing =Z, 30'1-1111 ­140.11 (114,aDD-W- $UbcX.QKr. MKV lRoafing p­tr,�_A cixrvinax� Whod: Eww@tla R.Poe rinnI floods R�qk­d A,�rrk- - L-nodflorld. p,affi-SIO.Id 5no- M-M72AHEMWI AISA flQU1102ft Aliaft A FIAM2 in twu QZ960M MAW Ernua I 0-v Knol RI!,111,10 t��4­ I., li� fjr� n,,Ian, DMI, 512 Florida Department of Business & Professional Regulation Ptar 2 z4 4 Building Codes and Standards Product Approval Application Deta it sip& am D&Elwhej YAW Ygir-sirt, MffV&jj4 Foghhatir: t I wer"an YWeitherli ffy Vpjjirtn" SVIIIII, rttd feC A.pkp 1q1 RGORaw 2020 T-neh-Tru Golininnion Slal� JanrO, no n Lyndon, F.Schmdt P. E. Ryaw, J King P E CWI512vi 12-0i �rX`20 (W221202T 011051QU21 App?ro,,orl oathiellqn�a Extai Doan �t(101 843--,15429 PFE-AUM (81 �l 767 -6665 SUbCabegoar. Snanging Exteron Door Awerylaks Cam pliance Method: F,4�15t, Report fr" . M Fw�da R%MnoNnol Ar4i lro�� or a Uanaod Plnw4a, Proranal-I Eroloon, rLO20469-86 Prod-Is- MalftyAsSonli AamyedWrILI&I Aporoyarltr!J iff, Deni 21511 awildumcit12 1 2 U49 9-mo MUZ 2=911: E=w I 601MAd 5,Y0roJO-'., Norhirrat MOW.6 &Aw�Wlmn*wt, Nio yon Yina NIA Fibergh- Spaii, x a-fint-r-ti6r) b Th-�­T. ard 541--Sul NO-21 D&OA8 kUotjffWCVi onattue 120I.W2.2 No Y,e% Eaje FrwV� S,,& D�- wilt OXMICIX0 ldA corrlvwat .. ) A d Tt­'lr,, Ilb-Clava, and 8--n:O-Sr� Nomima[803i�,O 0 lnW0Ajwrt Opaque 'JO Y_ Y- INVA QUmpCeRte 5�0;0 SlOgia Low imgwrrg ry X; oOnputi OT11orO 5 a. 1­1­7m Fftror�Casslc innd Sff­U�Sbar Nominal Momc r1quot'invacKowt Opaque 12Y31r-1122 Fk Yn N"A C-r-k. F;dq. Pbej;Jss 8sQ]. D­ Rh stniwv, on.--s'OuL�--N X0 ox - OX0 'Ingurmit.) 6 IF -plLoInna-Tru Ftw�Oaswcand Sr"WJStar I'lan"l*M 61&4�90 cpartue 12n 1,42.2:! W Yes Wh C.,nF-to EdpI, 'i b.O[O. 0"Oble rkz, . th .,. _lhoM SIdeloft xxco oxxo co"Uralonn� 7 g Tber�.Tru Floa,-Qas�o a" S-nonh-Stair l2talr= 'k, Y_ Y� NIA Cornin--mte Edge Fibe-Oroina SnI Don < .14UInOon) 0 it Trin"a-TrU rleer.Clamc ond Sx-ah-Slor 40MI1.3 cl=aa 112131471M)122 No Y 05 Yea NYA C:wposrc E�$;o EbvrslaA,8Mt6 [loor With advws) ll�wrvioxs%ring, X0, (,',Y 7 OX0 i -he-TrI Fket­Ci.-�-� &,,d Sone-th-Star Nojo.-A ft#�19,P �_lazedl Nu Y�_ IF;n- WA r.hripo" Edge RbcQ�aos DoijbleDuorwthcrr to Frhe-a-I'm FMe1_Z45u;;ad&Inwth-Star Norn`!�A "Yelo &O'et;9WIP"t1spunt. GL-ZW I ZIJ111=2 No fna WA C.en popr@ Edg* l�,borgM�a Single 13- (I X -WIhnratlor) R Th.-T. Fibel-02—.0 S�­IS�r r4crina 5&1131�0 L­1InWn3q-t GI-nd 12�31t=2 N. Y__ Y_ rep. E�Vh Rb ­T;M�4j Single Don-4n Kir), QKV CK0 tanfsuratonol 1, Th.-Tru Fon-Cla—rd S-th-Sh, G�-d 12131 MIC2 N. Yea NYA C-- Edg.Ft-�;M-DaA2E­­th­ .1,bunt $dekea (lnatnW0uM-irg, X7 or Q)IXQ minfl,guratDrisl 1 m, Thorn a Tru FM;,r-C1Oirinl:r and 5,tanorth Vo i Nom!"I 69A�0,� Oczed M)WAd I V11 t n4 =_1 N10 Ya1r ClOO'Ca"p-rt. 5'.q� D_ I] nwrarralcin"oAr"s X cconguraton) 14 n The;Itra-Trtt Fdraerr-ClasW and SffloA-Star FZ039 a &­�Nrrpac%qwl G=od ?A01dae. IT31=�- No Y_ Y� rIVA S;� Op__ �­pfttai Edga, FIDGIVFmits We �An 31rw� WW'd OFen 8idalfte(�) ir'0, rjx - OXO _11 16 a 7�mrrT%,�TrU Fr:1bnrr-Clr�,t&1c Norrip,21 rzx3p a 1%zed mold" V,,j3V2= N1. Y" Y� ?Api Edite Fiberglasa Ooril�a DOW Wth oI bEed Iniolded OPen Sini it nn,.lr�uh,�, XX_ 0= 143 p Th.-T, Fiba,-Cl— and 14-11 68AM8 12nl= I*, Y_ Yon catentowto EOJ44 Flix,rohnnor Single Frour (Olh WkIrd Oren Sidekolej 0n4Omni;K)utnAoQ. XQ OX Or 0=� ­6p­,tinn�l I� q Therrina,'Firw Fftrer-CUwc and Srreati Ronninal W39..' u0omlve 1121�1= 141 Yes- 'Y en. WA C�poerrn, Eta Rborg1s.,9 II Dcor -th of .ftutc,lazed MOMD-60pnn �adll,tha, (lr_W_1,AtA"q XK- 09�XO F"a Dopartrinent of BoI & Profeesstonal Rogulador pwv I If I FiWding Codes and Stardarcla 14=1 Prodilct Approval Applicel0on Dratall body or 2" PAX -low WWWA, WfM AftqrW BkQAMVIM ftamw Mail& Flo`�wm M.0 F111rftduAri_ j-, R-.* [A-4 cod, SC-_0 - 05F. No. �*Nd. a= - VP,1 I in$1,MN I or-612frZ. 111241=0 ARL".11ed c.,�, E�rw D­ liql) 4A"190 r7tUI ai5,2�W S4!d,,, IRA- 113- A-aia- (Ova,mannn. AMman; c-Itili hnnrn , LwnQ cartile, Anlynrhot Plawir."d for V" Amroy"fagn lalmt Do"- prieduc; o-db., convt!�!� Rail w, Nvsz DA.Idn vKz v" D_��a­ � - Y­ - NIA March 15, 2022 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please pro\i1de the information and approval numbers on the building components listed below if they will be utilized on the const'ruction project for which you are applying for a Category/ S ubcatego ry Manufacturer Product Description jApproval Nuimber(s) Test Pressures Exp. Date 1. EXTERIOR DOORS lFiber-Classic A. SWING�NG Therm aTru and Smooth-Slar (NON -IMPACT) F �L2 0461 � 1 +67,0/-67,0 psf 1213112022 The rm a Tru Fiber -Classic and Sm ooth-Star (IMPACT) I!FL20468 +67,0/-67.0 psf 12/31/2022 Therm a,Tru Fiber-Class�c and Smooth-Slar (IMPACT) FL204710 +80�0/-80.0 psf 12/31 /2022 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332,5 +40.0/40.0 psf 12131/2024 PGT Series 5570 NOA 21 -0' 2_05,03 +38,7/-38.7 psf 4,14/ 2 026 C. SECTIONAL Wayne -Dalton Series 8000.18100.18200 #1105 (8X7) F L8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Sedes 8000/81OC/8200 #1123 (16X7) F L8248. 10 +30,0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) IFL8248,11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG. Inc 607,707,727,747,and 847 Single& Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Ml Windows and Doors Series 185 F Ll 7499.2 +60.0/-60,,0 psf 10/812023 PGT Series 5500 IF 1239.2 N/A 7130/2 25 B. HORIZONTAL SLIDER M,!l Windows and Doors Series 188 1FL15351.1 +55.0/-55.0 psf 2116/2024 C. FIXE D MI Windows and Doors Sen�es 185 F L1 5349.1 +60,0/-60.0 Psf 413120r_%.? PGT Series 5520 F L243.5 NIA 4/30/2025 D. MULLION Mi Windows and Doors Series 5764 FL153532% KIA 12131/2024 PGT Sedes 5500 F L261.1 NIA 5126/2026 E. OTHER 3.. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardlePlank Lap Siding IFL13192A - FL13192,2 A� SIDING :N /A 12131/2023 B, SOFFITS Alside r% Solid and Vented Vinyl Soffit 1F1 152721 - FL15272�2 +75�0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sloffit jFL1165,44 R5 +54.2/-54.2 psf 7)'30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASP HALT S HINGLE S GAF 3 Tab, Dimensional IFL10124,1 N/A 12/16/2022 B. UNDERLAYMENTS Tarriko (for Shingle Roof) 151b Felt Underlayment IFL12328 N/A 6/291202T Plyglass USA, Inc, (for Tile Roof) POLYSTICKTU MAX �FL5259 R/A 12123/2023 C� ROOFING FASTENERS NOTUSED D� 'ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.11 -FL16918,4 N/A 9/9/2026 Florida Metal Products. Inc Vent RV10 FL21580,3 N/A 12/31/2024 Lornanco, Inc DA-4 Exahust Vent FL172021 +97�5/-97Z psf 121/1012025 E. ROOFING TILES Boral Tile Villa 900 iFL784927 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 �FL7849.16 - F'L7849.20 RIA 12/31/2025 F. META L ROOF Drexel Metals, Inc. DMO 1 OONS, Dill 15OSS, OMC 175S, DMC 200S, DIVIC 5V F L1 70679.1 +01-180 12131/2025 5. SHUTTERS k S70RM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FI_15076�2 NIA 12.,11/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 786:9.1 K/A 12131/2022 6. STRUCTURAIL COMPONENTS A . WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Strong -Tile Isee chart B� TRUSS PLATES ITVV Building Components Alpine Truss Piates 1FL1999A -FL1999.4 N/A 1213112024 MiTek Industries, Inc. Truss Plates F 1_21971 - FL2197.5 N/A 12131,12022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LV_L PSL. LSL FL6527,1 - FL6527,5 N/A 313,1/2023 D, MATERIAL Cast -Crete Corp, High Strength Concretre Lintels F Ll 58,1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels 1FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan reAew, I understand that at thetime of'inspection of these products, the following inforrnation must be a flable to the inspector on the Jobsite: 1) copy of the product approval, 2) vat j Virtuat V; plans Cul I for con-1pliance N10 Edition bY iDebire wql 2 4 1511 rlodda Department of Suatness, & Profelasonal Regulation F%. 1 04 3 BuilcRng Codes and Standards 025M2_1 Product Approval Application Detail entity Lillis QZ9 UMMO&A 2W Lag Anug YWAIM!W py uidatcdl NibinitWO feQ Agldnq�$t Aggronell IWO Re,*iDm _V2X, ThorrnaJN CZEvatine Sna­_ lotiparson LVM.n I- -�ii P E R�-an J nong P F_ 07r,3=20 07A2= 07r2g12tr20 1Gr1,V2V20 Appro,,od CaI &t_,or D"s (89M 543�71329 IPIP_4�441-1 M1317 T T SuaCitagary. 13i-rQ4lng Door A�-"nrlbift ijaw­�*ratherrmtv ce Compliant j Mothod: Report ff-rr, a M _k.d. Re�icr,,Ood AmIN-1, or a Lin-d Fn,642 r rareqsloft�$ EO)glnear F1.0120470f* Florio SM Product Model. Mgberg-Niame productoagnnnegm 2141LI&M11,111M =2=101LUZ 19IM491UJLU C*nW4ctE*vI,4l1ooI Date In M H-7 R_vh,dri "YUZ AMR= ReAsm WaI211 "Fornre I A 7h,.,--T,L Fiber-Cro- nd Sarocth-Stor N-nal W.'U�u Opan- I '-, Pi I r202 2 Ytts ono NIA V.,nowto Edge Fibo`va� e�rsla Do*, X _fi2­Ii­-i 2 b. That e-Tn, Rher-Clas- and Nomnal llquacrnpact&qot Opaq- 2vil rAm Y�_ yo; MIA C-proste Edge Fiborgli� Swgk� D-Avth �Ottrrlte Il,$ AD, CX or 0)(1, vw111154tons) 3 0. 7twmo-Tw Plb�r-Cl�ic and SrtoutiI-Stair Nonnina I G&Mq =11 r20212 V., Y*1 WA C-nnie-le Edge leb.,&- ON- 6w, D-,Mffi I. ,nritirtt Sideilies (InwMWQtfto� YA or OV,0 �nrgnolljons) 4 A Pvrwa�Tf RmT�CiAMe ­u &qucC1nrPct&4.bt, QPq_ 12r3laM Y__ Y� Yon 7,401 2arI DOW Tl---T,. Fb--Cl .. k. and 9-th-Star Glninq- 11--31 =22 Y_ Y_ Ym MIA Connp<,� E F rolaS4 S4 g Door mth rox sId"Ims) &=Wwwo. a, 0)(0 _rfio.raliorr�) I f, rrhhrhhir�rw Nornina I 8&#39.Cl &qL4 inrpact&Wet Opejan I ZI l �=2 len YOM f'O�Fr C-owt. Edp F"rgwrrs rion blo Do" Win, or -therut sd�Q_ (lrowwo.tnanaF XX or C0004 7 g Trwinna-Tou F�, ber-CWissoc Qrri: Smooth-Stail Nanning I 6U30-.8 &QUCt rnpad&qnot G1224id 12,Sir-W2 YnA yes. Y" t4rk ,,a - "PoSitni Edge FlOargli- shigin, D­ (rn%V%hg�CUI&'WJFN�X a.fig,airfi,LN 8 h rZin-I 8qvO.1.a0d&Q4Qt, Ginorl I Zr3j yo', Yen Iran, hVA L*m 84,010 Door "Ah (t-. naA0Vhwrg� A00 Ox or OXO =8 I Tiber-T. F11,-OW ... nd SinnOoth-cl. Nommal &qx6.jcoct4qvct Glud IZC102K,2 Yes Y­ WA COrritNOWO" Ed,". EtIerg!A� D(NiWe Ck� Win *I ,�mout sidolloo, CK Or 000 nt�rrflqu,All.na) 10 Thernw% PkreI-Cla5ec and Norrarral w3G�,O Glazed IWI= Y_ Ytan Yea NYA Compa6dia Edge Fteslan SrgL-� D�r 11 k Tt.1--Tr,- FberrZI-il �hd E�.Ir.Stnr —4; X _rfkj_ehenj &qot, onpattkq�a G1­d 1 M I Y� Y_ Y.. 114A Comr.,OlOta, Ftg a FibeplllaOs sOgle, Omr Wth AO, OX or OX0 12 1. ThernaI Fiber-Claasm and Zonina� 8&#MO aquotIrnpactiliquat, Glared 12f3lr= Yee _e_ YtA W r _Mp-W Edg. 06.1rin, Door -th or wai Sidelilen Ura..00vt�­rkq, �C( ., OXXO ,Qrfl g 1 A III ThriOntarTru Fism-Classic 2TWJ "Sn"fli-SON �Iral!Qns) NOO14 0 1 ftriotirg 84ucr"O2CMqUq opqrne 1 Zrd I 112M Y�_ y0a ',,rA C"'ptMe Edge Flb.Va� SiqiI. Door Wth Sidelte(s) (l�rAVQwlrnmnv; XQ, OX 9, !DXQ gorliq wabw*) 14 n ThenrilaJrO Fih�ZIIM,&L Otnd SnnooftStar horning 169*35?,8 aquot-linn"etft quat apaqti& 12331 =2 Y_ Yer YA; We C�nrrpoaate Edorr flbarrg�.� 13-ana Door Wo vonff'QuFafterN 16 o Nommal 6&#,W.V Squot Invarirkum Open- 12YWIX22 Y_ Y_ "er; �WA C-rrposft Edge Fibeglan; SWin Door Win q-iwrgI0.Aa,mN; X0, OX 0, OXO corkwatiol.) 151 p ThornIa TrO F One Glon&lc and Sprax)OI-Star Nominal 8&93�PP knriw�tngaactlkcluoli Opaclaft 128T rK72 YV4 Yet, YOIL NOR C�ffiposfta Edge Flba�a� CoOtik, D" VAh &q.at;N­-fmoae1&q..l, Sid.Wt-Q-rVCXit­n9; oxy.0 "riftpratinn) 17 q Th---T,., Flb- Cla- -d S.-th-Shr N.M-1 6&43R.9 &o­1_N.n-1rripatZo­t Op.n.e I D31 r2crn Y_ Yee N� rVA C�nrp,,Mila Edge F flbaoga. S.01M Dw I X ormfilitrat.ol W4t W�2 Y_ trea NO WLA CQ.ponore Edge Fi�eaglaaa a-gle Doc, vAth _�nanllats) (ftrs�rorDuIsI �Q. 0X a OXO I to 7he,rna�Tr. Flnor-Clausi. and P­tlrS- Z31 "A14 Y,es Y_ N. Wk ConrIpoma Edge F�cer; an Doulta, rAw V& or VAMOUt sinoi (Irvnor=nra� 4Xt� Or 0-KRO nnrioivrai 20 TheirmaJ. h6-C4mm am Nominal &&*3tt0 &QLr# Non-ImpattSoLint Opaq- 1 W! rArQ N. C-P.W1. E,:I ftV4.. sor& Do., X config-t-) -11 u NOMOnal BU,3acb Opaque 120IM120-Z Yft No NiTA Dorri Edge F oriPanSOng1h, Dom oth `ndelt"43! 3�40,t­ov xc� Ox'. OXO now.14-1 22 Th­-`�, fib -a— a�d S...dh-St­ 1,14-nal Cj_4_ 12�ji Yea yes No INA C;,orripostIe EVe R lb"aIiA Deane Lhoor w1h or mto�l Sdelitft >0(cr CD= mpitntOrptions) 21, w, Thornrwi Fib. Classic and Srrooffi-Stat Nocrinart Wma 31"Od Imi M-22 Yen Yes NO N2A Comp-O. 56j. ribaro- 86ji. D-r f1rawn;00vni Xoonfiguraaian) 14 -herrinoJiu Frvir-Clasw and Nominal 38,43R8 &quou4or� linhipact8quot Glazen 1231120,22 Yes- Yes No WA C-ninW6 Ed�le Rk bert;Wszi Sirwe Dwr wrth �_'del W n) 0 r "A"JeAAS"i 18, Y.0 r OX . OXO 26 Theinni Fltw-QAPS�c and Srr�T_Star N=MaM Gliared l2r3l= Y� Yoo, No WA Cconporabo EdgO 91 Inarltana Double Door w1h or nth= sid.ft- ji-vCtine'g; Xx aa� GKX-, -ft-t .. ) 2C -Th e Tma -TM FINA? 7,11 Ionic anne SmI -Rar waninAt irroamcluot r Arad I D 31 r2l 02 1 Y� Yog No OVIA Cornpc,M� Edge R baqoaaa SNIO DWI ThonnrIa-T. F k­- -Girnsn, a no 8,­n, 11Iwn-1 9020.0 Ari..thl� rnp.&Aq..I% 31-nd Y_ Y_ N. NIA C-past. Edge R berglass Single Door nth def on< s) (I n n rvA_'u ns w Olt- Xf-1, OX a 0)(0 - urabensl, �e ,lb I h-e-1 . F ix., .01-r and grncrnttT-Stmr� N-6.1 P,039.0 &q­tN-1nT-_t&ort, n1ned YC', Ye, bja tllp� Compoate Edge F1, beoplam Downie Door wO or (lrrnnrrrjV0-2K­nrF XXor 0XK0 Florida Copartntont of Mrsirerm & lcrafoss�onal Regulation Poor I d � Baildirrig Codes and Standards USQ021 Ptoduct Approval Application Delall U!k 949 21111.111 Date eftioloo W Zym vanNon NalawAgum YARM11111.111Z yalia" Mi Maubmil A022M ISAIL Rel,lean 2120 ta Windo,es ant Coors avall Mlinger Lilis I'loteno I.Choll oit�n At t.", P5 1001"020 10AW020 12ilt'2020 Aw'Anns CaMOM: EAVIor DONS "IOr 311`�aaas SWIM EcItw Door Anati icw0ninc. Worthod, Er,&MIdion Repon *Ona A ,am. R.W�iri Anh� er. U-� 14.n�- R.M.1"en D14- vim pool fto-= 2W110 Cdeftis Fift'llrally Ilk, 'a ffg o9pilh dM alimmil MOW SERIES 420 ALUMINUM SCO QY,0 125112024 N. Yno No WA NON -REINFORCED UIRIC5 4�OALUNIINUM SGO �SWES 4.10 ALUVINUM SGD OX X0, XX Izalrc2il N. ran, W40 id�,815&onnt NOWRE1114FOWCED �"E84:WAL M`NUMW,0RENP0RCeD 5LKejr 420 ALUMINUM StOO REINFORCED 0X0 �z*1=4 No Y., I'M "A 4 GER�EiB 420 ALU'MINIJ M SGID REINFORCED SERIES 420ALIJMINUMSGD REINFORCED OX 12-,lrZ024 11� _Y`n5 N. WA 0 SERIES 411D AIUMINUM WO RMIN15011CCO WJ?T3 420 ALUMINUM SGD REINFORCED?OX, 12f.3112024 N. Y., N11 WA Florida Deparbrent 0 Sminess & Professional Regulation Buldnig Codes and Standards Product Approval Application Detail Q2111 F.WtIn, am 2" 2111-PAIIAM 211112 ZM YMIM 1111'"WrICIIAM f1gaw re rh I � 141 MH yalwill fm yfiblial aftim FIQ Ammull 6"220 SMIM, F,olial- 2020 MM �oan­ 0 0- 110 JoO, 9 �.I_ J.N,.y P A—, P r Nrlp,=Q DXZA12220 O1)r2W20X1 2A."20 Apa&" CarnoraA. C33DI PE-51TV �904) 821-5-,ua Canogoo; lelenor D-1 dirou'ahanay'"Inur, at- C- A.-t- Ron. P­ F1.40 or U 11 lOontert Awas prol.sInnin rnomw F LOR4 almot 2gaftAumum MuNct onm or Virre Fig"ict DoMitol c0ri LADIEMIMIN4 in IVA! Outside SY Kefty" ?LAsLrt =*,nobor 14"1105 a,601$r: mt� wkth 14WS; Max txnton� Gkft lznir4z� R!" Yo Tea it W-15 Go &WIROO �n iW Or 11tenewal"o Indian 10 WE, 004 11 00WDO 41123 1 59#3G, Max wM. 14MSt M" haolL GaAng 1=1r=3 'I, Yno Y" -maj,13150 .WaWo In top . -a�­'To soellon- I I 5M9 M.K Won. 1480A�. rmx nv�mi. owng 112cirQZ3 "A Yee yoo 30 top ornniarnMfen, adian. Florida Departriont of Busiriess & Ponlessional Reputation Building Codris and &2,lardls Product Approval Application 170tall Itintibir Palo Pan or PoodinG 2" 11022 yadide, MmInct"M mamadag milmad &"In '00 Aware Aparnwid Abled RO,M�m 2020 NO, Torn Rati UL LLG 'Rayelshojr.KF� I W Or= JZcjr4)a1 12a 11,1rcr'�11it P�f.­A 4W 254) Skr,05au "cw#anw. Erwo, D"Conni,,trent, corrviini MWI= C:*NIr 9%rK or LM9 LUUMM-Pulaza Q%allr� Aswranct AD&rAwdlorUr, Anci i[AtIR Mai Do JMA azb�= Dalo 1, MYAZ 2WRILl R,,ktd M%mnw 14M7' 5 IT I-N 4 7 5 �,. W k d P d hei rinnot L L,­W ­g- ­4 Oat. d InA f�, RIA 4- Florkin be-pirtnirent of Business & PrdwslonaT Regulation Building Codes and Standards Product Appronnal Application Detaft F.2. 11.101 1 &W7, > (D C- Q) 0_ QL 0 C) L— CU 0 =3 -0 co -cu (n C = 2 c- CZ c 0 .0 4­0 CU Lj_ 4�_ 0 > Cn -0 a) Cn E " 0" C - M -0 .= C/) Z Z LU =I Cn E 4­0 =:3 U) CIO 0 > 0 0 0 U) 00 =:3 0 LM LLI _j SHEET NO, PA 1.0. Florida Npartment of Businesrs & Profmsdonal Refluilation Fkjse C, of ", RWIdingi Codes and Siandd,&- Product Approval Application Detail 299& Rm giatz eeno Ing 20 T- Version ffirinii(I C-Qnw FaGOW&LIcense Vulbialed Is" Wadding 5mmnaeo EtsQAwrolffli AQV(gVw NAU R-1- 2020 T--T.C�.. n�-yr,P,E j-r lwrw;�V13AT =- w Apprwd ;;Mertiry, edsrbr loons (43R ?=4-i,7628 PE 434412 r.TH 3) 767 65-55 V-,r Asse.1rimi* ermsdA,,enathormatru �l on Florida Registered Architect tr a Licensed Fkxroa Emj� fuetitafil-R? Products QUalitk And Aran ge JLWSAUm-L& Attagiordfor-um Imp" Design Ftoducr Model, Numbeu, of tramire PW act Deucriptim cermtract Elpirat!!, Dart in HVW- 001aldrimlV1,17 Resistant pyos"rt a Therma-Tw FflwCfassc and Srdcoth-Elar Norih.1 ftmaa opaque 1 Y.31 �n, :22 rid f-A- NjA Cbn-irrooit. Edit. Fiberglass single ilrlswart,IN.A A mrifiguralm) b- -h.rnra•Tnj and Op.qvr, 'I ZX9t= No Yet. 91, WA Eidr- Pibirr&" Schn. Didor "in sdI III awm ratranral X5, CX or OX0 3 L Tharnna-lrm FLZlaseic And SmdpY,-Sta, N--16"39:8 opiqu. 1 M-112(122 Nio "U'A Fftnsatai;s. Cornpos,'W, Edge Double in & wfttA S4defifim OncrhrreOu MAirill 01)C(0 4 d Star rddmiivl] ?W:$9 0 sln,-* Nur I ripaz6gum Opaque 1 Z3112022 No 'Teu No Td,-A C,um-Cdfla Edge T`4birrdlass Singis Do x 5 e The-T. and ST-An-Star 74---1 7WaQ,0 &qi-r Opatq- 1 4. Y h� 111A Edge Fib,,,giss D.. wads 0,,1r,,rgrQ,1/mmn,, '/-1, QX rvo)'�o w®rigursicII15I 6 I. Thennra-TIU 51bor-Ciamao AM Srrlbcbn"Stal N=h&l MyiD,11&quouNoM I m paidi&gLKk Opaque No let "4 NIA C-prosits Edga, ;ibarqlaiss 91niil. Dco, X--4iq.mto.j 7 9, Thqn--tro Vdmd4hm.� and srwth-Star Numnal opawv 124111= No its ?49 NA ccrinpoures Edge FtwTuasa Single Doo, umth AD, 01ucm CAL) innflo,umbo,tsi h Themla-Tru rrtref-CI�IC and $ff*1791-SW Nmml Opaq- 12431 nC1=: Ito T'4. NIA Grr&.0 Use ribn4st; Doubt* Door V,eh or 'rowna, FA611ta& )C4 or 0dX0 uiinflq.wi.dmd &M(Ah-sia, ru-nal 690,1d,ir &q�i,h:r1om-1mWAqwTA 111aun.dl 11 2j:h1,0)2'- No ic'almPvsrta, sdau` Kbirrplwm SmI Dwr Xconfuu,"pon) 10 Theirma-Tru F"f.Classic and SrhoolilStar NWl 8&939,Z G=ed 1213IM72 No yes 1110 NIA Corr1p..fta Edid. Fild.-giass Single 0-, Wth Side lm(s) firrswingtoeswng, xo ox or OX0 mnligurations] '$1 k 7hermwTru and Sr"h=6txr Ns-�-nd] T3hii2,,%T[ ID;tt"2M FWd, T�i ;'.lies IVA Gar,ddsm Edgt Fiboudoss Double D= with or xyq, OXX,-, wnfiguratiorml ri^ i Therinvir-Ta.; Fabersicand l4crunal 7&4'38:G&q.Q1JNon-ImpactI Giazati I 11S1 r2(r-11 1,40 Yet 1,40 N/A Co,ndaslte Edge Fbrgdrpu stogie Odor 0-4ingroutswitil, A wHirrurard.ni 13 r. Pe-,-Cr­ and No Y- Ti, I C�.posrw USA, Fi"uaes SmgL- Docr wird,i ISM to (a) d a a aii r>, Lw rig. XO, OX =r 0)(1) tordi, nSJ 1. P Thamirria-Tru Frow-Cumse and tay"nal Gotbrrd 12,G1 rX22 r1t, yes 71k, NIA C,oriipuolba Cilile Rimidakarm, Sungi$t Door (Immu4nVOotarretw; X comiliourAord 15 o Themes-T. F,b&-Cwrwrn and S-odflr-Sw 4"inal M11139,0MuorNan-Imp-Aquits, istated 12m,"CI-11 We Y- NA CempmitB Edge Fibargttrs Sirens Ek-r with sidelre(s) pirswirgroudsmm XO, ox or OX0 contgufabonal if, id ThrinnO In, And Srdtob-ldrair Wrinhal rilazad 12131f,022 No ye& NO N-fir, Ccrnposite Edge Fibsigings ootisia 1r weal or Nutfrpod UCIft% 0n-AQ;0UtV0ihg XX 01 OXXO wirfiguraborm) 17 a TherindeTm Fiber Classic and SIrridta-Sir tAanmj I mPw*&qUck, opaque IWI =1 Na No NIA 'Con -.poem rdg* mlxev� slnirl� Door with Transom (I oodiirwrad�) 18 T Therrna rrij HLQTA�Iddov cm;i Strooth,Swur W"mal dquotlti;e,I mp.-Isdrunk Opoidut 120110,12 "k, Y" NO 1,11rd r-p-4. Edge Fqbrqd- Single Sid-reid,r) And T. ONO. OICYA or 0oX0 19 & Thwira-Tom Fird-Cosm and Stnotith-star hoyul Cpaq- I nfir= No Y- W, MIA Cmnaixafte Edge ribidglase Singtre Domith adolfie(o Q XO, OX IxOrr,) C�nvmuatm Read am SRI opkg,,,atonal m t Th6nntaJru F7ibe,,-1a,&sr.hd S-61I Nammw 881139, 0 opstair, 121, IM22 No Y- Nat WA 0-w-A. Edge Pt,,VLw SihVI. Dc---�- with si;aorN M OX or OXO C-Minw" 14md! aor; %1I oonfiv.--AA-67 Tt u TrarrsirJru Fewer Contuar and Smooth-61w Ind., tmuaw.a Grazed I2rTV2022 No Yes No NIA ComirposdI Eteje Fulnucls" Slng[A Door -th SoeWW,Q it nsW-,dd0uasvAV; XO, OX or 0X0 r---Fdnuous Ftesd _id fell corrhi;-Atxxnn 22 v, Therrr-w7ru Now her IWWO Utrobirki-Ampaz1fturn: Glazed I Z131 12r--12 Na Y N(A Cnnrddpomte Edge Fil"Jaw single Door wth sodows) ons,qnvoutsAint; XG, fix nr Wo ,--1A.uous Read wo a0l oonfiguramrm) 23 w 7hardwTd; and SrwrI&S-tior Wrininafm#I 8aucCNo.-hepaCmquopaque I MUM22 No Yes NO NVA Qxwome Edge Fi-erglaw Door, P---et5 mth Vwdodl :24 Nvddral ft#*,0tq-xTrI '.),Ajae 1211,2Q.2 No Yes hie iurA is mionside Fine RIortArm Door Paveds dill h V.,vd &&"dj d rt-oouw.%)0( XXX w X)m -fiqu,.bud-) 7`re--7.VearLt.s%t,add-Sdth-St,,r Nodrinai EA*39;8 Glazed 1Z,31 m�= No Yes No N/A C-pos,116 Edge Fiberglass door P.-I&WIn Ve sdoft(s) Q XX )W or X)TYX motifturaii4m) 26 rl&ood N. Ye', Wo I'Vii, C�morift Edge Fdrgdas& Ocror Panels whin Ve,,M sdow�) 0 xx. xxx or X)",CK mftUrarions) 2N ydi. Theenta-Tin. Ghomd I IT, t Ito Y� rib, 1-411A "mn.podee Foric I"bmitt%. Sim* 0 ad,dke(s) 0 XO, UX cc r`OIC =0diuratims) 23 to Glalr)d I Z-5 112,2212 N Y- � Um C.rnrdrede Ecliie Pier. lass D-bli, LM­ and, 3w"jo sndlr� on"'y"Dioutu-nu o"KTI-0 "Infigumberi) The irrrq-lje F ox 1: [Deem a-4 Sm-coth. aur Norjrar $WoO G.Ispe'd 12113 r 0 z: Nov )'as TO Cwq,orme, Edge P, -g Taus sil qt& Ckwr M h Wx-� 0 Sdefii,,(a) Q -AngrQuMWng XO, OX a 0X0 "e"Mr,A."I's Np Giarred yeit rk, NIA Cr•mpmto edge Rb�.,Jores. Voube Coot,m)i UPW�() SOailtep; j1i%Wng+0uIsmnTi, 31 2m. Thodria-Tuii Fiber-Zl2raue oid SmooLh-Star PRenw3 7&rS9"T;,U&-N,Tn-ImTAdw-d,6b shak- -.23IM2, hie Y- No i,.im sarm- cbn,,F�it, P;oad, Glazd Fk-tri.%Sing L)-,,ytb a wllfldkt 1Px#ii12 sd"N R. OX XC, or 1-X0 n $Dd%Mon,,4 Florida Department of Business and Professional Regulation Building Codes, and %ndarcls Product Approval Application Detail 3(15,`2022 Ft62MR31 99SI.A- lype Version manufacturer Contact Edo gingff & Validated By Validated Submitted P_Wdhl . A2ar—oy2j Approved Revision 23-3 POLYGLAW USA MairryAlpert License John W M28M2f1 1Q( =-20 FBC 121150020 Cal etiory: Roafing S95423313'3OSrr4a[par polyg"a�-vD.m Kmme,vi.fi, PF Subcategory: PE-SQ-68 (,0K ?72-b-224 11,10TIM20 Undedayments compliance Method Evaluation Raportfrom Te Fb6ft. Reqistered Architect or a Licensed Florida Professional Engineer FLNM,R§j Produl lix Use ard S-11AX Product Model, Nurnber eir Noting, Product Description I Froyjam Roof Underiaments Rooingunderlaymends 10121ro= No yes NIA I faolYglgiur R001"Ordt-boYfluc19S NVHZII PTW1rV10;t role underianimeadsler use In FD-112232= Y" 140 NIA HVHZ jurnsoisubre, 2 P)Tyglm R40foncermyrn-rt. irdon-lnP041,204 roar umeoaYdneflts, 101' use in 1=3=3 No yes NIA F90 non.HVHZ puasdlctiat,;. I Pcjyglass Rdrfiulmdorw"ems WIVHZP PWI rarof Up -In IFBCAMMIM Yes No VA KVH, juriAdo6ow 2 Po1ViiAs% Rod? OrdbrIO)TIVIentS (40A OlVT-Li* Potylgass roof undemaymies,10c use 0 I2l2X2023 No ye" NIA F8C non44VHZ I Pal ass Roof Underlairritents HVHZ' Pollygladis marf undedayrnmats for use In FBCA V23r= Y- No NIA HVHZ jurdoddoms 2 Pollyglaid. RI Underuanedlo; lwAn+VH2h fix use in IZ21,2= that yes NIA F8C rionM+124 judadiraddra I PPoofUnderlaymerus tHVHZp Polygim roof undereNments for use in rDo i m3am I Yes N o NIA HVHZ lod--mar, 2 Pctygdas9 Roof UrldprMyfr111r1ks (ruAn4iVKZ) P*glm roar didderlaymmmkofor use in ImzMm NO Yes NIA F8C nondWOW ronadguard Yjaimit ftrkw" -IrW-622,6 I'VA, -WAi-e22,5 MIA -MIAJ•oI RIVA .-VAir-1522,11 NO -'VAI-1322.6 Florida Department of B=irdenss & Professional Regiiiettor VAIa , , I BUdIno Cordes And Starr thirds i1lzlill Product Approval Application Detail E*br X laL. msiana aft Tta Ygrowl 4 Lk- VolmI by Uidged Oub0t, FSC Aginuim-A 441 AtWWAM ,20 PIT h,dwar- j- R-Ai rs.'A-ri.da WCO CrA rx-case VVIm -VAL 1 vr----tea IM5= ilili=) Avwi:inA (TI4134dy,','00 'w1i5-25&a sibCaMITury- Onemi Humid rotruiatma mahno: Ce•RluWu, raru, Living Fidigampudandy NHS�yl I Ws.A. 111p,,Tj, vi,'i Awe- 07C0=25 'Y r,u Florida Deparlarerdisf Businew & Professional Roguladodd, Fmklmig Cudeni aid Standd iut Product Approval Appittatior) Detail Eery x 291 .97A JMULBUIAM nag E-irr', & III Viridge, ay YA= Fat: alemmi hm-d x1apa, offierwilion 210,20 PGTInrI 1- R-ww mj�.i rnd. F.Irco - c F R PrAhld-nh,,t Pzco -l'AL 111 1" 5 ", Z11 i I 1c6c"I N I !11) 12 d) 2 0 N---i cvr.p.ql m'd- ia41I48Gb11TiI 5-25N s.bcA.gtory: e.4d Frtndltnes QuAlm Aammania bdauddial rat list r e Varied. 11-- PrwernUd*LNw*w- P124AIA resinliv I W Cellff!19941-41211.311tt 41 UvHz "nI* FinhAd Fn- 5 Pl,", 52s,La,-w hfi-Ak eee) m"Y 94IT-1-Z'"I Y- Y- TO, Florida Departhdam of Business & Professional Regulation Baking Codes ary.lStandiants Product Approval Application Detail Fmaal &I fideil* Andfurm Put Rafe 2aM='Bdt�% 2 KV Y"w myouradI contras trualmarAil-, ymkmift& LuQA"L14% -Aanawa §111111 2020 JTWd.s HU010 IWILdIg Prod,101. In,- Chad D404 V Ayor- Tan J,�-m OjuthowRE- 0,105mi i -11411020 01.4W,021 dry FnC Artin carearond, Fivei WWI$ FES7552 awcarm,with 9d,q r,P!md.dbr lewd Cwritiders* iGltlklhC,rlb EysUAIM Rliudt Irmi a e. aorn Cons, Rrs-d wddem m a Licensed rdn.11tla Eg- ANA ftigltidLaxR agmaipmoldhita V&POL"LlInkimm, get 111I Ph -d" 9 atAftrArt, FxT�,q Cardal-k L" SWI flewKI.P.wing Yet I- 10A WA H"-M-k tp 9-1- libe: —I In, allot 'n1innn Y. Y1_ NIA Florida Departridert of Business & IPrefe&sional Regulation 841dOngCodosand StirydaYdIs Product Approval Application Detail r 1 or, rr .a'as Y_n meerjieIa�ter CorYacl L'AamAli--s v&dAw 8, yaligsw 82lisg2w Laahmam-rill Aide- 21at-A Rem 202D TAMKQ Udgdmg PourAT; LLQ Kwn Iske .1"A NenTod"d j�, W. Knweq- CV-1w "Ideo's (W,624d66" P E- nZ 1 sru rTe4,77?,K124 9.1,ceroom C-Wrian- Wind& Ew Iosbun, ri.p. Yam nRV-.A -mm or. . U-4 RIdA P---"5-rJ wAINAmiunimi wjar&qlaj Taz Use Aw-w tea li" iriggys D. Bra ?,g2jEj OA-who C-A-t LsoLdsa Qdj inw o"Jawl, I TAM-5 Rico! 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C= For direct Iricillo all 63T approch; ustird telow, �gi, ��'Xl" �a porcivict links to all SLST approlvels Isted below, 2L_EC K UgR F F0 -0 For tildibichal Ir"mation regarding Floods's Statewide Product Approval System and MardlZade, County ceptance (1,*A). �LICK For additional inforniatiOrl regarang Flonda s Statewide Fritcluel Appir"ll Sys.4em and rvhrrrv-rad�- 'Courrily N -Vance kffiG�). I_UcK h For additional information rogaroing, Hai St atewille Fimiducl ApPonid ��jswrri and llhanicrLXce, County Mona- of Acceptance MC)AI �,LJC S h F" For indriaorral information regarding Florida'siStetewide ProduclAptirmAzystem and (3) 0 N U) f199MB71 I I HIJ S� HUSC arphri; hangers Fooe-mount hangers available in v,+dthq ranging frori, 1-5V I ", =3 CU -co C/) 9116" and heights ranging from 4-5,113"to 11 Corim-Med flange (3) -0 0 §1al Fmduckh1cNdPl.NumhgL2Lhd= =1111132mldaum IMI Emduct WpI Number Qr Naill Product DesgWal-on JW Product MiadeL. Wild ka.2LU= Emduct Descripli version %UgrC) irvardible- for models havingvki equalto or 0 0 -0 1 Trian Stainless Steel concrate & Masonry Screw CffN-SS) 1,44" dianneter Triten stainless steel masonry screw. I All I, A23, A3Z. A34, A36. A44 Angles I 15T, III UTHII BrickTies gieater than 3-9116' L- 0 (3) 2 APA'21. APA4. APA6_ AFIVA21, APVA.4, APVA6 arl=onrrAcc.ems Angles 2 (CMST112CIVIS71- CVISTC16 Collided Straps 12 IUS series hangers Face -mount hangers avivIiable in widths ranging from 1-718'bD 3, cl q 3 ARB44. APII APVB68, APBEI APBW, APBMR. APL1010, APU1010R, APV344, Outdoor AccerrI Post. Cases, 3 I_S14, C-_16, CS18. :-_-Z� C-522 Correct Straps 6,lill" and heights ranging from 9-114" to 16' 0 I-- - - LL EAM-01 AP',1844R, APVBe-F APVP66R, APVB88, APVHF8R, AFiVEIVIO, A;;P,1P10,T0R 4 cv4pla, CSHP�T, Coiad Siops 13 1 G[J3 V5­S;DS, -GU3 53-SIDS. LGIJ6.25,SIDS Face -mount hangers 4 APDJ 1-24, APDJT2R,4, APUJT2-6, APDJT2R-cf, APVLXJT2-4, APr,'0JT2R 4, lkP%lUR2-6 Gutdc,oi Accer ils Deox Ja I I ltis C11 T 52, 18 Strop 14 LU24, LU26, 1-1-25, LL1210 Face- mount hangers Product Modall- Nurnj gL.N= PirsdiNdgDescrintiltin APVDJT2R45 6 GSP.SSP,TSP Silid to plate tie 15 LUC26Z, LUCL2i 02 Face -mount hangars C/) -0 F= 0 .1lia 1 SD10112DEB OutcuourAccerits Conneclor Screw I APHH46, APHH.16R- APHH610, AP-iH61OR Outdoof Accents 1,,eavv Hanger - fill, Fri HB- 5A, H3, HIS, HIrZ ",16, H1 65, Hr6I 1, 1 6-2S Hurricane Ties 15 LUS series hungers Facia-anownt drangars available in widths, ranging from 11-gils"to 4- (3) L_ (L) -I-j L_ 2 SD9112. SCV212. SD-10112, SD10212 Stroing-Ciive SO Cociriedor &raw 6 AP114, AI APTA ARTS, APVLA, A.PVLC, APVTA, APVT 8 Outdoo,Acents L -arid T Beam-oC�alurni Ties 8 HGT 2T HGT�3, qGT-4 Heavy Girder-Fiedown W" and heights ranging from Vida 11161 U) CIO 3 SD9112SS, SD9212SS bircuRl-Quire SO Connector SS Screw 7 APLH24, APLH.24R, APLH20, ARILII APLI-210, APLH21 OR GLdooirAocents Lght Hangars 9 HS2,q Hurricoule Tie 17 tAGU3.e.--SDS, MGU5.25-50S, MGU5.50-SOS, NtGIJ*.82-SDS. MGU7.00-SCS Faue-mount haingrom C CZ "o CD 4 ��VCF22434, SDCF22512, SDCF22114, SDCF22700. SDCF22a5B, SIOCF12­21014, Slirong-rinve SDCP Toniter-CP Ecrew 8 RVLZ I ' Viniclerbedger �' -orvirlaclinr 10 H8S2-SLrS1 �5. HF,521-3-SIDS3, HS84-S0S3 Heavy Shird Shoe 18 Mild series harliders Foce�nrount hangers; avaidible In v4iotins ranging horn 1.91,16" tn. 5­ 5DOF-22TIZ4, SDCF221334, SI)CF271968, SiDCF272355 9 Cl@r,22 CB­4Z Conceal-d Seirrin. Ties 11 14ST2 HST3 HZT1, HS75 Straight Straps liff'and heights ranging from6-16MV'to 19-VZ'. Fil 5 SC-CRI22434. SX-R-22512, SOCP23514, SDCP22-fW, SDCP22858, SDCP`_Y_1912, Slong-Drive SDCP Timber-CF, Scrmv 10 C-f-113Z, CJT4Z. CJr5Z, CJT6Z -Cclr_�erlled Joist, Ties 12 HTRI 6, FT S20, HTS24, Hi HT-120. HT830C Heavy Twat Strap 19 MUS26, MLIS28 Face -mount handlers 5DCP2211CO3SUCFM134, SDCF2714W 11 DJT1 4 Dea Jost T� I Z. HTS016KTZ, HTS020KTZ Heavy Twst Strap 21) SUR� SUI-1 BURG, SULC series hangers Skewed face -mount hanger s available, In widths ranging from I - 6 SDHRZ7400, SI)FIR27614, SDHR31400, SCHR31614 Siroing-Drive SDHRC*Frto-Heal Scraiv 12 DS D ry W of I Sto P 14 LFIA UpIrt Floor Tie Anchor 916" to heights ranging iom 3.11M 6'k) 112-314" 7 SD825112: SD625134, SDS2520(], SIOS25212. SDS25300, SDS�2b'412�SD:921541 2 Strong Drh,eo SIDS Heavy-Durty Cavirleclo� '>New 13 FCA� FC6 Frarnint g Clips I �`, 181 All 161 Al 2 LSTAI 6, Ir STAI 8; ILS TA21 L-STA24, I-S, IA'30, LSTAW Sdraighr Strap:� Concealed Marge version ISI, IRC SULC� avaiialihill, for all dolibe SDS255DC;r SIDS25600, SDS;25dW 14 FWANZ Forincatan Wall ADgkI3 16 ILSI [49, LSTP3 Straig In t Sinaps 2X and 4X modakir, only acute filairge is concealed. 0! 8 SDS251128S, SOS252%ISS, SOS25-2ri SDS253MRSS. SOS25312SS Stoing-Orive SDS Hecrvy-Oudy Canflecter SS Screw 15 CAI, GA2 Gusset Angles 1� LT920,LT840 ilfdgmg 21 U series hangers Fw--mount mingers available. in w-w-ths ranging from 1�9116" to 9 _'Di SDWF27,10, SDWF2724. SDVVF2726, SDWF2730 Strion -Dri,,e SMOF Ftaa�to.Floor Screw q 16 112A, F12-ET, Hjil� HICA-2, H1 OS4 H14, HGA10 Ur_. H aqn-Tas 1 6 LTS!�., LTS!u LTS18, LTSX Light TwistStraid Wand heights ranging from 2-5/6"to 11-114" 17 14CJTZ Heavy Carcealed jamt Tia 'I R MGT Mudiv m Girds r T*d �,,vn 18 HH4� HH6 Haacill Hangers :10 lrv!,714�7, '4011 "'Tor MST'T, 10517742 StrailghrStrapi, FLI44M07-F! 19 KGSIZ Knee-Erace Stabilclim 21 KISTAO MISFA12, MSTA15 VISTA'& MS7[A21, MSTA24, WSTASO r-ASTA36 MSTA49 Sbagirr Straps Fi,;M. W-W-RC5 2a L30, L50, L7-0� L90 Angles _22 � C7�o MSTC2Si M:oTC40 M$TC52, f 6. IiAST sualight S;traps 12" EMduct Model. tigiNjilder or Name ProdUS&Description 21 LCE4 PostCap 23 MSTC6601 P;e-gentSraps 119_9 ProductMeditil Numberorbig_imna P roid Oct Desc I ATFI ATRUZ ATRW. ATR&4 Threaded Rode 22 I-SX. LS50 L570i LS00 Sfewillyie An glas - Z4 1,4$712d, MST13,d, MST14F., iriS :W, MS] 172 Straig ht Straps 1 BA series hangers Top fange hangers, available in wuths ranging thori, to 7- 2 ATUL-11,5, ATUDR-2, ATI-10i ATI-1115-2. AT009-3, ATUD!4�ATIJO14-22 Alurrvirairt Tai Deviar, 23 LSICZ Stair Str7Tje, Conneci 25 10TS12, MT SiB, PATS41a, MTSX=. 0ATS24C, MTS-30, NITS30C Medic m Torst Strap 118"and heig RtF rang Ing from 7-416'to V% 3 0FMiV 2,1EP112, SP112-3, DPW& 2, BP&S-a BP314, EPW4 3,, SPRI 4 Bearing Plates 24 LSSj26LZ, _U5J-.GRZ, [JISCO215i LS W1121EIRLI, L!LSJ1.1ULZ, LioSJ2 TORZ Field Aaustable Jac P. Hanger 20 FCA2x 1121 12, l4GA2x1 2. 12� HCAa,& 10, RCA210-16, ljCA2x1 2-16 Bridging 2 DGIBIF series hangers Top Rings, hargers avalIablit, armolti3s ranging from toT. 4 CNIV,0316, CrAliV2 CRVAJ518, Ch4foVSh;�CNWSifi-1/2� CK'WaOd-W Couplermuld; 25 LS8R1 81, LSSR2 1. _SSFZ-2 37, LSSR2 56 LSSFC110-2, I-SOR41 0 Field Adjustable Sbceao'lulgkewab�, Hanger 27 PCViG12, RCV.16-14 "hRiacing If8" and heightervinging fironati tc,24". 6 CTUD55, C-UDS-1, CTUD66, CTLII CTU076, CTIJD-�, CTUD67, CTUQB8, CTUD97, CouplingTake-Up Dev ice 25 LTIP4, LTP5 Tie Plates Z= RPS18, Ri RPS28 Repair Plate Step 3 DGF series Irrangers T opflangehaingers available in viord"vi ranging molm I-lZto 3- Z r-TUD98, C-IJDge 27 Ili ML-�4Zj lill-116Z, ML28Z VIL21 OZ Anqkis 29 RSP4 Stud to Plate Connector 548" and heights ranging from 7-114" to 24' 6 NI W� N5, 1,46 Heavy Hex Mulls 28 MIMH$ RoofTWLivvr, 00 SPI SP2, SP4, SPe, SIP$ $d4d Plato To 4 IDGFIF sarias hangers Top flange hangers available invil ranging from 15 -3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTLI RTUD5 RTIJ08, RTLIO7, RTUD8 Rafibetirl; Take 'Up De,4e 29 M!,4HC HiI Rcnif Cannectio, ,,I SPH14,, �-lraklfk, 5PH8 Heavy Stud Plate I a 98' and heights ranging from 9-!,'4:'io 2.4' 8 TUL')i), '11JI lialle-IJ It Bail ca �* Faz:z-W-unt Hang, rill 02 SS1 5, S1112.5, ssli. SS14.5 SM. d a) o * 5 IBG5_ EG7, Erg series hangers Top flange hangers available in Wdths ranging from 5-1/4" to 1I 9 TLAV38 take-UpWasher 51 RBC RBCF Runs Smndary Clips 33 STP, ST12. STIB� S122, SIF-192 ST2122, 5-1-2115 -_;T22215 STE52rI Sl b2_24, S762�te_ Sdarg ht Straps 718" and heights ranging ftorn 1 Via 32-V7 1D URS-3 3ftn'Upifft Rod Runlreclorwri Sysam 32 RST-3 II T-_ 0,Y`,Vn 34 TE20 TqqC T -AS TB54, I B56 T860 TB36, 1I TFI T rision Bridging 'a 6 EGO series 1I ngers Top Flange hangers available in widths ranging from 3-516'la 7- 11 URI 11 2r' U pl. ft R, od R it i n T 1-down Sysr e rin K, RTC227, R7C42. RTC27 FI RII Tie Connartoms 35 TW81 0 T%dB12, TYMB1 4 WahiBiacing 114" and heights ranging from 11 -11 to 32" 12 URS5 519" Uplift Rod Ran TiadI _%-,�ern 34 5TC, STCT, CTC HTC4 Tru�Srjp$ 35 IVIGT, Vf3TR, VGTI, Variable Pitch Girder Tiedavin 7 GLE series hangars Saddle hangairs available in vildli ranging from &1r4` to 64,lg' 11 S [JR90 3,4" UrAft Rod Run Tradown SYS:Ufn 55 TX_37� TJC57 Tm$s, Jack Clips 57 Tif cIvEl 05C, WFi2tI, O/Rl _6Cr 143C lilhill Blaring and heights ranging from 8-112� to 2.3". 36 Z2,Z4.Z44 Panel stfferal Clips 6 GLTV seria- hanger� Top hange hangers available in imcitti rainging 'Tom 3-114" to 7- '"Idil arid heighta ranging from 1 V to,32' FLM0441-136 FLN110531-115 9 HB series, hangers - op Mange hangers available inwabi ranging from -9 V115" to 7- 1)2" and heights ranging from S" to 30i ELqJ Pirgatict MwaL liumber O.Ir Name Seal 9 Frodwzl MoUaL Nurn Der or Name Product Deslziliption 10 HQLS:seriea hargers Saddle haingeis available in rildths rainging filoin 5 114"to 5-7,lts' 11 111 Sea lanoduct Ma", Number or Name ProductOciscHpitil on I CBHO', 17xS 5, 370 63, C&n12�37xli.75 C.riccorled hangers and heights rang Ing from 10-1 JZ'to 26'- 2 HDCl0f4, HDC10=2 Hold-clI 1 AIHEP Adjustable Hip -End C-onnector L-1.1, DHU, DHUTIF �eries hangars Face-oriount (DU, D"U) and topi-flainge (DHUTF� hangets in HGLT senashoingers - V forge hangars available in wdths ranging from Z414" to 8- 3 HDQ8 HHDQ11 HHDQ14 Hold-&-mAn 2 DSC' �R-SDSI, FSI DS_­R-SDS3, DS:75L-SDS-" Dmcr StrA Con ne�_rors available in wiciths ranging from 1-9116"to 3-9,16'and heights 1ria" and heights ranging from 7-iZtia 37 4 HI HOW HDU5 HOU5, HD_?1 HDU1 4 Hoki Z G Bc Gab le Fdace corin-linr ra rigiing irom 9�lff' to 23-1518'. 12 HGLTV series hangers I did fli hangers available hrmelths tang Ing ftorn3-114" to 7. 5 HPA2% HPA.35 Strap-abile purlin anchor 4 HCP1-81, K;P2, HCrM Hip C-orrer Plate 3 FG11.11"'i 41-'CUS� HrGU5,Q-SDS, Hr' U7,MSDS, HGU7.25- Friome-rillount harnpore 116" arid heights ranging from 114" tn 53' 6 LSTHDS, LSTHD6R_J Strap-styie dod�ciclwn 5 HHRr-2-2. HHI HHRC42�2 HHRC*41 61 HHI HAR05�2SQ Z, HHRC5 31, �3,12, Heavy Hip to RldgaGonnectors GDS, HGU9,0f�SDS 13 HiT series h@rrgeirs Topflangle hangers available Parividths ranging from 2-6116'to 3- 7 MASA. MASAP Foundation arrolhorstrac, HHIRC86 4 FIGUS senris hvingers Fare -mount hang o- available invildi ranging from 11-5188tc, 7. glill" and heights ranging from I T'to 2V'. 8 MPAI32, MPAI" StFap-Ale purlin anchor 6 HRC1 81, HR= Hip Rdioe, Connector and heigift hilaging from to 12-7,73" le HUSTI- sene% he rigers Top flange joist hangers available in wichilds ranging from 3-1/8"tO 9 PA18, PA23, PA28, PA35, PA51. PIM Staqystyle p,urlin anchor 7 LRU26, LRU28 LRU21 0, I-RU21 Raft or Hanger 5 HHGU, 5 25�SDS, HHGU5 50-SIDS, HKI 62-SDS, HH,roU7 00�31I HHGIJ? 25-SDS, Face -mount hangers 3-9116" no d hek 1phi ranging from 5�30' to 10 PAI18i FAIM7 PA" PAI35 Stirap-style pur in archor a Lsui 11-8su'la L.&SI 1. ght Slqpeabla,�Skcrwabl,� LJ ilainger 15 H UTF, HUCTF sties ha n9efs Topli'll hilingers available diroidths ranging from 1 -RI15" to ir, 11 STHDI 0. SIHDI QRJ Strap -style hold-down 9 TBE4, OBER Trvi�,s Rearing Friharim 6 HHUS28-2� HHjS2R­2, HHUS210-2, HHUS46, '44US48. HHUS410, HHUS5 50t10 Face-mounf hargers ­iF`2­ and heights ranging ham 3-R16; to 15"' Conorrelad -flarr�e 12 STH01 4, S7HD1 4RJ Strop -style, holcf-down ID TC1114 TC126 I CZ13 Truss, C I pr HHUS7,2511,0 version (HUCTF) available for all nnocI having width "ual to or 11 T1 HA29, THA213, THA218, THA2-8-2, THA222�2, TRA413. -HA41 a, THAC418, TKAQ�-. A�dlustaI Truss Hanger 7 HSUR, HSLJL, InSURC. HSULC �rdrcis hangers Skewed face-imDurnt hangers available in wictlis ranging from 3- greaten than 2-oul *­. THAC422 THA4726. THA422-2, THA426-2 IfB'trx 5 118" and Irsightf, ranging from 4-314" to 15-afill'- 15 Hill sr�ilvangars Tnitiftings hangars available in wdtha ranging from I-VIR"fid 7- 12 THAH Rijr22, THAl2 06M-. THIA12-1122, THA1222 THAI.32221THA,3522, THAR12 AdjustaInIeTruss Hanqcr Sized for Wolst- Conceralad flange veision (HSURC, HSULC� available for all 1.18" and holghbi ranging from 543t8" to 28" I i'l THAIA22, 1HARAI-1 "iliaroed Truns H lin3e, Can double �-Nard 4XmocI onlyacute flange is can led, 17 HWPH series hangers nic farign hangars arvalladle al Wdfhs ranging from to 7- 14 TliJA26, I_Tviiiil,2226. LTHMA Muldole Tius5 Hangers 6 HTU26, H w2t% H't U210, I-Irl"JUS-2. HTU28-2, 11111210-2 Face-Inclunt hangers 117'ardl heights ranging from 5.318" to 32" 15 THJM2-4-SFvi_n. THJM2-S-SOS3- THJU26 TH,11-1-4-VA, makipie rru�s Harigery 9 HIJ, HLIC series hangers Face-roclunt hangers available in widdS ranging from 1-916'bo 7- 18 ITS series halloLtS Top flange harigrersavalable in -widdinx ranging from 1 -1.9118" to S- 16 -SBR2-24 Trvlrs Spacer-Rarstramt -10' and heights ranging from 2-718!'to I 9-114"_ Concealed flarge SSand heights ranging from 9-116'to 16' 17 VPA-. VIPA25, VPA3, VPA35, VPA4 Van.ble lotch Cain -fors version (HUQ available for all models moving wxth equal to or 19 J21 series hangers Top flange hangers available in Wdth of 1.9(1 6'and Freights is VTCR Valley Russ Clip gre��uirthan 2-9116" ranging Porn:5-iFli to 7-V4i' 10 HIJ001 SIOO-SDS� HU0011 HUCQ210-2-SIDS, i-ILJC03',O, Fac,-mounf hangers 20 JBA series hangers Top raingehangers available diviloidth of I.V16" and heights SOS, HU0041iI HUCCXQ�SDS� HUCQ5 2"_SDS, HUCCl$ 25JI 1 -SOS, HUK_-Q610- ranging IrcringV16'to 13-118". �30:S, HUCQ612-SL)ti Simpson Strong -Tie 2020 FBC Approved Products Updated EM= Simpson Strong -Tie 2020 F13C Approved Products Updated Simpson Strong -Tie 2020 FBC Approved Products EEL= Simpson Strong -Tie 2020 FBC Approved Products Upoated 12W2020 ra direct inks to all SST opplovall, Rival licalow. !�IIJILEI_ For drool Inks to all SST rlibprovid� I boloN, IT - P! For iorl"I IrHs w, aid SST �Ipoiw,rl� Flitted bolotv, �jv,� K-hri For d1roid AnIrs to vi 8ST amtovd1v 14od baorv� AeB rvir additioull rhamarion oligardfig faldi-dai antawide RroductApprond Sister, and Nillaraxiade County F Nodke dAmptance (NC4Q, !ZlJ!2.r IIEPL, For additional rifeimillUon oligardins; Fori SLatewidtl ProduciApploeal Sislent and For addirmal Intimation Tells ding Flovih'�j �� linewide FirodictAoPhoiall Ssleni ano firam-Dath, Soun t� ltqo�r.-� d Actriplance IF1,01AI. :;,LU� Zia; o�or additional information regarding PIan&s,Stdo*ide, Product Approval System an vlamrA�ade County Nodi of Acceptance liriI ILL,- &"J- 21 LB senris hQ rigers Top flange hwgeFs awavable, in width of 1411 6'and heigili FL#11460-R5 18 516V1 55� SILBVI,81. VLBV2,096. Sm-113V2.37, SlLBVZ56, VILBV2.68- S/LOVS 12, up -range Joist Ha"e-s SET_XP Aidiresive Arrotri concrete ranging Vom 5-sif!" to IC-116, SfLISVI, 56, S,'LBV3 62. SILBV4.06 Sfl-BV412, SILSV4,28 S/LSV4.-,6 SiLBV5 SO 6 Strong-Bult -2 t9762, STS'24SS, ST a2-6SS) Shrong-Scrit 2 Wed-Igin Anchor for mircrene available in carbon =2 LEAZ series hangers Top forile, har gets avaivarle in %dith ol 1-Qrl 6" and II its §W P-T-QdUCt 111110aill, UUMDer Or NaM2 Froglirt Descriltillp-11 StLT I] 2�1, 'I TZZ. V-1 F71 4, HTT4. H FT5 f ioldown5 steel and Types OA and 316 s;tpJnlc. steel 1 IFNUS'210-2 HHUS210-4 Jor�_ Hangni 25 SrUS711ii(i, STIOST-7, Straps 110 rril (10 ga) 7 Titan HO (THD-H. THD­HMG, THID-1448S, THI0_H6SS4 1114D-�_'S, THD CS88' Than HD Hisavy D"or Skraw Anchor fai, concrete and inalsonly 23 Li Lli serairs han pem Top flamile, hadigeirg av"ble In koulths hancting fircur, 3-liVila 6- 2 HR56 HRS5 HRS12 Strap T ies 211 SF14, SFCl slald plate Ties availablavids hex head in carbon arcel and Types 304 and 316 7!8" arA neaghts, ranging from 9"In :3 Hl_C:iQr210--_SDS, HU00210-1-SDS, HL1CQ-,10-S0S Ja I Hanger :SSP, r�SP, TSP S-- d Pid to T iss, 51tainlai steel- or voth countersunk head in carbon --id and 24 MUG 5, M EQ 7 so r x­_ It a n g a rs Top flarano hangers avixilatwe in widths running from 5�1 141 to 4 T�,G82, THG1133. THGBHI TFrBH3, THGEH4 Joist Hari 2Z STG, DTC TrussClip Type 3164arriless steel 7,18" and hei ,ghts ringi-io fairm ',)"to 312-1t7' 5 OH THGQ2�!308�, THGQ3-SDS4 5, THSQHQ,,Sr.�S1, THBQH3 SDS4 5 THG, A-SC)SI, Joisr Hanger 24 11 Trv5� ;race Diagonal 8 Titan HO Rad Coupler (THDS763ARC, THMOM4RC) Titan HD Threaded Rod Couplerfor concrete 25, PAT sefle-liongi 11 old ivarrige harrilers, available in vilictins lunging horn, i 4106'oo 5- 6 THGVC�-3, TrqGYv-­4, THGV`ll4-A, jolta HilogaT ir TJC $ il' Truss Jack Corrine,,xi 9 Titan HO Tn readied Rod Haig a r H D 825 165 R H, T1 11171 5W1, Ti-i D311 212RI T he in � i D T h readed Rod Hanger lor concrete l�ie" and helghts jeriging frim g-'iVitt 24" TH D-10234R 11, THD 1 0212P H) 26 Pi Fi PFOB, PrFaSS series harrQers Top range hangers available in v4dith of 1-9116" and hidgits 10 Wedge -All (WA) vNiedge-A)l Anchor for rnasoury carigna kom 3-31M'to 7-1,18" FL#114i FLUI 3904-RS (D 2,7 2b RR WP series faingers Ridge later connector T old f arse hargers availishre inuid the to sping froni� i -C110" to 7- &Mg E�glglj 09dal. Number, or Name E[gduci Qgscrination &�a 9 Croldoct Alcidel, Nual 41L.2L_Najno PIRdgct Dkescruotichn FLMMQ- ,I l8r, arld heights ril liging 9-114'to 32". 1 DETAI-20 Double Enrl beddw� Ti uss An&ioi I CGQ N13 52ZDLS-DG, CCQMJ 62 SCSI Al".G. CCONAS RO, SD& C CT QIV13.162-SOEIG, Masoorypxirrcaps 2 3 FG71R. FGTRK FGTRHR H1 6, H1 OS. H H16-2S Gi. der Rlitroht A richor Hinrcane Tie CCTCM4 62 SCEISG CCTQM5 SO-SOGSI3, CC-_QM3_ A2-SDSG CCCCd`,a4A2-SDSG, ,'W 1 PL2dil M2dMi. Nilitin AT.XP EMg9Z.2Wz02U2a AT-XP High-Strienigth Acrylic Adhenve for concrete or masonry LUUMM 4 HETA12, HET Ain HErA20, HIET.A.24, HETA40 Embf.iddecl Truss An Orin, ECCILOM3 62G­KT, FCCLQjv4_U2G-KT. F=Lcai WC-KI. EC--LLQMU)3 62G-KT, Ifilasonry Pier Caps - I Fr.HP ET -HP Epoxy Ad heslie tot masonry 5 PEEI HETAL16, HETAL20 Emilraddecl TrussAndhar ECr�LLQMV4,62G K7, EC(;LLU!hL1r.` 1K)iO.K7, ECCLIRQW�.62IG-0, ECXLRQMD4 62G- 3 SET-XP SET�XPH�h-Sllltrergljh Epoxy Adhesive far masonry ,Uglfi I eMsJjjc h1gral, Name ABA444 ASA44R, AGA48, ASA4(I ABA66, ABASISR Pm9gZ.Qidsc;rgltilip Adjustatle Fog Base 6 7 HG-AM10, HMO HII 6 HHFTAQG, HHE­TA24, H4ETA40 Masonry retirof it corlmallara Heiavy Fititiedided TrG--,s Anchor KT, FC�Q[ RQMID5 5QG KT HGUNT5 25 HGUM5 50, 11GLIM7 00� HGLY NVir 25, HG IJIMS �X Heavy Masonry Hangers 4 5 9trong-Bot 2 (ST62) Titan 2 (TTI Sleorg-Bolit 2 Wedge Anchor for masonry I 12 Screw Aricinor for Concrete (D 2 ASU44, ABIJ44R. ASIJ46, AENJ46R. ABU5-5. A81.15-6. ABU65, ABU". ASU06R. AS[ 13s, Adjustaide P= Base 8 LBT2, _GT�,1,,DS2,b, LGT4-SD-I13 Gird-rTedoivirt. 4 LGLUM210-2, I-GUM21I LGUW&4, LCUM28-2. LGUM2&3. ILGUM2��-4. LGUW10-2, Mosionry Berm Hangers 6 Titan BID (THD-N.4SS, THD-H5SS, THO-CSOSS) Then HD Heavy -Dun, Screw Anchor for concrete available in 3G4 ABUSSR, ARU10io. ABU11010R, AEU1212, ASU1212R 9 LTA2 Let teral Truss Anchor LGUM210-3 GUIA210-4, I-ClIfivi LGUfA48 LGLIMA10 or 316 stainless steel with hex head, and S16 strurriess st-elvAth 3 ARA144Z, A6W44RZ_ AEBfi ABW46RZ, ABW667, AR45SRZ, Ag,'V­7 Adjustable Post Bare '10 MEPFA12, META16, META18. t&7TA20, META24 IMETA40 Emberddrad Truss , An rho� IMSHI 2n�, MEW,) IZ111 25, `,ARHA3�513" 25r MBHA3 5619_­� MBHA3 56ill 25r Masonry Top Faingiv Beam Hourgais countersunk head U) 4 A04, A04R,ADE4, ACS, ACOR, ACE6 postcRt, I I IMSTAM24, IASMAW5, RFTCM40, `itSiTCj`,fMO Soup -is for lidasonry MUHAS 1:8fl I 98,MPHA3 �ZM4,[YRHA3 56116, R.15HA3 56018, MRHASJ;AIR 25, 7 Titan Tuitin 17NT) Than Turbo Screny Anchor for conc.'rellaor masawy 6 1 SC40, BC4R, BCS. EC61R� BM, BCS2-214, BCS2-M Post Cap 12 MTSM16, M"So.120. HT�SI%1116, KISM20 Twst Strap for Masonry 2�. TABII 531.111 25. NiTild AS.60'1 1 �SR RlRt,I AS 50� A vllilii-iAb 50115, 6 CF144, CII CW, C-968, CI Emboddad Colurtin Base MISHA55011d CIO i CSSQ44-SDSZ CBS04r-SDSZ ClbS,,�66-SDS2. CBS086-SUS2, C8SQ 8&SDS2 Emheddad Column Boise 6 M5HIJs.6GVg._-5. M13HU3.56111 25- IMSHU3.56iri, mt. MISHIJ3.56114. MSHU3.515116. 5drlli;� 13OVY -25� 0.4BHLJ5,liV1 25 Ze MAI 50114, Miasorry Beam Hangers FL#IM7- > 8 CC, ECC, EDCU Series Bolted column caps vAthAM ranging from to 9-1127 wid 0,12 ranging from 3-518- to 7-112" FL#1149"5 F.4131-11-13 NISHU5 1 1 IMSHIJ5 5016, MRH1JO!5O)18 FroilUlat Model, HUrnter Or Nari Product QmFifilihoin (10 0 9 '"00151 FC CQI IS Sei Sairswitl <a lu virri rapswith WV1 narging fror, 5-1 'V'to G. lil." si id W2 ranging from 3J5f8" to 7.1f2" Lqa 1 Eflalluct 102901. uumlagr 2F Nomg DTTiZ PnI 92-1 I Tension Tie 1 X3481alIRIAK, XIS1 COS, X1 B1 0fRli4K, XQ l S'ID16. X01 Bi Ot6-41( 410-16 Strong -Drive X Metal -Sel-Dr.-Ving, Topping Screws,,vilin #3 Drill Point > S.- 10 CPT44Z. CP7667, CPTW Comovided Post Tie Done 2 HD12. HD15 EckadHold(yeens ELIM-7-0-u 2 XI-01141712214, XLQ114@1224.2K 412-24 Strong -Drive XIL Large -Head Metal See -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46. EPBO5 EPS47 Embedd ad Post Base Embedded Post Base 3 4 HOW. H058 H076, HD96 HTT4, I HTT5-V4 Bolau 1-fuldowns Terracrn Tie,,% &.q_X Product Model, Nunn bar or ?,Mme Product Description 1 )OA01 Ill 4SI Z24. XMO1 14RI224-2K Scrovks with #5 Drill Point and Large Diameter Hex Washer I -lead 912,24 Strong-Orrve XM Medium -Head Metal S:elf-Didin g, 0 < 13 LCOI LCI566 Embedtisd Colurrin Base 5 LTTi 9, LTT 20s, LTT131 Light Tension Ties I SDIA22200, St"12233d, SDW_17,lrtlS, SID'irl22458, SDlVZ2U)Q, SOVir-126DO, SDWtCM558, m_)1.102534 Stong-Dirve, .5001 LiAlir PLY and 7RUSS-PIL'i'Screer. 4 X01 14S1 224r X01 14BI 22.4-2.6K X1 14S12-24, XQ11 2S1224, X01 1281224-2K Tapping Screvvevvith #45 Drill Point and Medium Chaniartar Hex AI Strong-Crrve X Metal Seff-Drignt Tapping Scravidivvith #5 -0-0 14 LII Li Ldjht Post Ca p 1, 0611 Pon 0 15 16 MPSI MPSMZ. MPW8Z P-_44. P644PI P84-- PBWr Pli MarnerAlloost Base Emboddild Post Elase FL#13JMR5 2 3 SIDIAC115450 Suli'VC15son SD'.-Ml O&WUle SID�OVH 1 94CKJjLQ_, GDWHIWCvub, SL`VVH-1980IiiVBr Sli 91a-X_Uld` Stroing-Durde SD%%-C TRUSS Sza�w Szon,"rive SDWIH TI MBER-H EX Screw 5 XU34SICIBr X1.13461016-5K #1&16 Strong-Onve XU Metal Self-Uniling, Tapping Screvvs with =3 17 P13544& PBS46. FIB565 Embedded Post Base 4 ',!0WH274OOR S0WH27(I SFYAIH278DD� S0V,"7,71ODDr,, SDWH27120OC3 t-��sarg-L)ii%oeSDWHTIMBER-�IEXHDG Screw #1 LION Point _0 118 19 PE'.16. Pili P044-10t RG46-1i PC4B-18 Pr-64.1-5, PCed.16 EP044-lill EPC4ti EPC4840, Round Piost Base Post Cap I 1_--A_5l8x24, S2718x24, Salx:30 eMgjjgl:DQ-dQI SG Anchor Bolts 6 SLYOVS162i2. $Oriiri��l 6300, SDOF,'16312, SoVisl 0400 SOlViI9600, SOVI VS 19 712, SOWS112400 SUWS221300SDWS225i2. SLAIVS22WD Sllvrwrq�Dfive SOWS TIMBER &.raw (Interior �Gi ode) 0 EPC64_18, FPC66.18 2 SSTB16, SST82D, SSTB24, SSTE23. SS7834, SSTI1536. S618161L. SST8220t, SST32�41., 155TS Anchor Borts SDWSZ218M SOviS112900, ", SMi`iJ8:r21 100, SOWSO11 200, SDW_q2215X 20 FC4Z PC4R2% PCSZ, PCURZ, PCZZ, PCBRZ Eli II EPCiaz, EP05RZ �PCSZ, Posi SSTE1,18L 7 5DUVil=30131I SUViS224L10DB, SDVVS=500DB. SD.VS=,M0lJS, SOWS-Z280-0-DR, ShFor-g-Dwive,9OWS TIMBER So-ewTExtencir Gmdel EPC6RZ I�D'06221 0001I sea # Product Model. Num ber or Nam Pmgm Descrip-tim 21 PPEI PPS44-eZ Post Base 8 qOl'WS22312IDPB, SO'llW922512DEM C,,irdoor Accents StWdUFRI Wood Screw I (TSSCgI OSSCE348, OSS0046, DSHS Bypass Framing Drift Stfut ConnihmDr 22 RPEIZ Retrofit Post Base FL#i:3#72-R4 (9, ,&OWS27500I SFIVV$27600S�3 SDWS2'�18CVSS. S;Fxq-Daua,9U14rrlS TIMBER RSScilaiw 2 KEI FCR45�5, FCB47 5. FCB4p 5, FCB411,5 Hodbasits Framing Flixadi Corrector U) SIDW-3271 OCOSS� SOVYS271 203�_ Z HIPHSID34S10111, HIPHS0,34B1010, FPHSD34W,016-5K, liPHSO-13-AS1214, 1410-1 sand #12-14 Strong-Linve FPH,9D Framiing-W-CFS Self, ELVOIN-M Seq 8 I Product Model, Number or Name CMSTJ 2 C44871, 4 CMSTC1 6. C_S14 C-1316, CS-Ift, CS,-0, CS22 Product Description Coiw Straps 10 11 SDWV1340C ST N 2 2 Strang.=DurveSUAlk? SOLE -TO. -RIM 45rdaw Cutcroor Accents ii-ec-Head Washer 4 FPHS034BI214, "SD34191214-5K LSFC2 25, LSFC4 25. LSFC6 25, SFC2 2.5, SFC.4�25, SFC625 Drilling. Tapping ScrevA Bloat From Ing Connector M 2 HRS6. FI HRts12, FHAS. F"A_Q FlIA12, FHA18 FHA21s. FHAW, MST126, 61STS-r, Strap,% 97 mil (12 Sul 5 126, LSEC6 25, SSCZ25, SSC4.25. SSC6,25. MSSC225, MSSCA.25 MSSC6 2E, Stlearl Stud Connectors §W EMplil IJI tium �jlit gr Narli2 PMgRct222grljudI rv,"48 METIR), MST172, ENST27 VMST3T S1,15T48 IVISSC4.25KW� 106SCIS %KV%l I F-A, FSA Foundation Anchor 3 HIT816, I ITS20, HTS24, HTS2R, HT930. HTS30C Heavy T.,Ast Straps Eli 5363-R3 6 FICK1,", RCKINS 5, RCKW7 S� RCWM. RCA%t5 SS Rigid Knee Wall Connector 2 FRFF Flat Retur(K Foundation Plane 4 ILSTALS), LSTA:35, LST140, LST173, MSTA9, MS7Al2, MSTA15, MSTA18, MS`7"A21, VIST7.424 Straps 43 mil (18 g al; 7 SOB43 5, SC1345 5, SCS47 5, S(_64g5, SCS411 5. MSCS45.5, M_90247�5 Bypass Framing SideX-'Iip Connector 0- 3 GH46-6 GH46-8, G-­14". GI­148-8� GH41 GH41 M QF66-6. GH66-& GH6I GHGB- 5, GH61 0-6, CH61I Girder Hanger & 6 LSTA9, LSTA12. LSTIA16, L!aA18,LSTA2l. LSTA:A, STM, ST212Z ST2115. ST2215 LSLIPH3,245 SLJBH3 25. IOSUBHS.2,1 Straps 3� all (20 ciall BiditiorgConnector at_q_# 1 Phodgqt Model. NUM I&r or Name AS 1 A, A 8 1 e,,85 A 8,:0 Prod II Q2scoliction 18 Va Twts Pates 8 9 SCS$2-WT SCS,D2-"7. SCS62-&I 18, SCS82-&1 18 SCW3 25, _-CA5.5 Bypass Framing Connector Head-of-Viall 31-drClip nunriectur -0 4 5 CLSbA, G LB58, QI GIL8,50, G-137A, GLE75, QL57C, G ILB7D OLaT5i 2, C-61-T6 i 2, GLRT51 8, G BILTS16, GLDT52D GSLT520 Giuliani isediring latile, 0 , Julam Rearing Plate 7 8 LTV5 ITS1 2, 1.78 16, LTSI 6 LTS20 Lateral lie Plate Lqm Twist Strapt. 2 $ AS, 2101H$ hr,20 20 St. Hl�h Slivogth Tnuss PlIsta 21) go Tiuss Pialiq 10 I i SJCS.25, SX10,25, MSJC8.25. NISJC10.25 SS93.518 Steel joist Contractors Bypass Framing Slidle-Clip Sli Ommautur 0 6 WLBA. HGLBB� HGLBCr HGLBO Heavy Gulam Bearing Plate 0 MSTA30, fASTA36. ST8215, S171=4, S79, ST12, Willa, ST122, m5rc2e, MSTC440r PlISTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Cannechor 12 XLSH3461414, )Q-5117881414 #14-14 Strorg-Urria XLSH Shouldered Self -Drilling, Tapprag 7 HOT-2. HG1-3. HOT-4 HerwyGindefroodown 10 M-_rrC6IS M5-C7,3- 61 mil (14 ga) Screws UJ a LFP10_SDI Universal Foundation Plate 11 MTS12, MITS18. II MTS'Xi M­S30, NITS24C, MTS30C MeduarinTwist Straps 13 XQJS10l B. XQ1 9101 6-4K, XQIS1214. XQIB1214-3 5K. X078_31IV24, X078B, 224-3K, B10-16.412-14 atencl #12,24 Ertrong-Drive X Meta I See-Diiiiing, 9 URF4` Universal Retrofit I'diardaton Flarte 12 !VB4 12, S44,2fl, SlB4.T5, S11155�150 Top Flarge Joist Fencers FL#.1 fI22G-Rot X"�l 14SI 2224. XQ1 14MI 224 -22 SK XQ 1 12S1224, XQ1 128122 4-21K, X3461 0161 Xi 81010, XIP1016,4K, X181214, X1 81 214-3.5K Tapping Screws < (D Z 13 Sr13A2,1D8,$ltRA2.12/l0, SABA211Z12, 3413Q 12114, Lif-eA4.18i8, SlDA4.18110, Top Flarge Joist Hangers Sect # Product Model, Num per or Nam* Prod wort Dew notion SlUA4 181112, &,E.A4.18114 1 L7-"P Adhesive Anchor' I-r concrete Z 14 SAH 1 A. Hurricane Tie 2 CAC, G DP, (�; LIPW-50, G DPM= 75, GD-Picl- 100, G DPS, GW,50, Gyv 75, f,- W- 103, G TH fasteners and assembiIes < 15 SI 08S� S(H 089� SMAD 1 OR, SM D1.1 M, SrH D I fi SIA D159 Holurtvwis a PDPA, PrYPA-K, PDFi PDPAT, PDPAT-K PINW, PIRWP� Pl-.\TVVP.W, PDPANL, Powder. actuated fasteners thfe" ed stu dis. a rid a seem bles 16 17 SlHOU4, SiHoull. SrHI sh-vu-1 Si.07, &KCT Holdovni Jaisr Hangeis 4 PDRAY& MI PWL3, FiVIi.S-K, P,--LDPA, PECLVPA, P7RI 05, MH A4 SEL21-3G Adireswe Anchor for concrete AUG 2 4 2922 _J 0- SHEET NO. L vIATUAL RE ViEVv A35i'� Virtual Re-vie�,��, March 15, 2022 PA 1.2 PI.qnq Revie.w c for compliance ivith (r1r., . L, . � .1 Edition by Deb(o /-�rjiilil:r K,&lli, fF�\'2WO _11-0 (D (D c- W -C1 3 > WAKI, Q=AM PGT Industries. Inr,, P�GT Industries. Inc. C:) L_ L.- 0_ =0 Fk1 ODUCTC ONTROL SECTION Q_ 2 N5 sw 26 strelic Room— ZIA NOTICE OF ACCEPTANCE: EVIDENCE SUB-NIITTED -NOTICE Of ACCEPT.Al-NCE.- EVIDENCE SUB111TTED M -0 CL DEPARTWN-T OF 1LEC43_4TORYAN-DECG_Xii RESOURCES(RER) Nhii- Flonlib M-5-2474 ROARD.A.-ND CODE ADMLNISTRATIOV DrVMON' Tk-sstsl5--_590 710716).515­1�,�p NOTICE Of ACCEPTANCE EVIDENCE SUBW-TTED -+.- (D -NOTICE OF ACCEPTA_NCE(!l I. ENIdenceisubuditted'underi r� viousNOA p e Ill QUALITY ASSU, R-4,NCE L Miami Dade Department of Regulatory andEconotiric Resiources (REP,,;, =3 -0 -0 PGT Industries. Inc. A� DRlGS & TESTS (condimed) 0 -= 1070 Tecluiology Drivt, I . 3-hinufacnu-.4 s die drawings and sections. 5 Test report on Il -Au Inf i1tratimm. Te&t- Per FBC. TAS 202-94 ',%-1rERL­kE C= 2 - (D 0 C 0 North'%'enice. FL 34275 (Subin ined under Y0.4 Vo. 11-010 7� 04) 2) Uniforra StatIC Air Presl Test. per FBC. TAS-102-94 E� CERTMCATION'S 0 LL SCOPE; Y� sue-ets � I 1 DiaultagNo..\[D-5570.10. fitled"Vinvi Slidtire Glass Door''1140AfI1,11"ll" 1 11 3) Water Restuance Test. Iv.T FBC_ TAS 202-94, 1 . Nottice of Acceptance No, 15-0528 � 14 issued to Vision Extrusiciti Linut ed f or their M 0 Co This-NOA is beineiss-�d n the applicable rules and regulations yoverning the use of through 21. of 2 L prepared by manufacturer- dated 10A.5,15. with remsion. A dated 4) Large Missile Impact Test per FBC_ TAS "111ite Rigid"PVC ExteriorExtrasions for Aindows and Doors7. dated 0&13/15- M 0 > U) -0 E documentation submitted has b---- n re,%; tewed and a cc epted b y Miami -Dade Conuo RER -Pro cluc t C-cluil Sec ton To 1-i "' 1 -7, signed and sealed by A - Lymn, N1 Mer� P - E 54 0%llclic Win-d ?ressure L adingper FBC_ TAS 203-94 empring on 09-3040- U) Al beused iicN;�liamiDa& County and o&erineasurhere zllow�d bythe Authoriry HanringAnisdictica (,A!-D) 6) Foxi Enm Test, W FFBC. TkS 2102-94 -1 � Notice of Acceptance No, 1"210. 08 issuled to Vision ExtrusAon Lmitired for their -YE !E M C)L -i This hannotbill -NOA s Alid siterilhe expuancri date stated belo�v The Marm-DadeConar, Product CcoualSection B. TESTS alon xvithuimized-up drawaigs ai�d nistallation diagram of vinyl slAingglass door, prepared 10l00 Tan' .102 and lighter Shades (Non-Wititel Riod PI-C'Exteriet, Exittusiolts for 'I W < (k Marini Dade Couip) andorthe AHJ (in areas other thatiMil Dade Counny) reserve the right tz have this 1. Test report on 1) Uniform Static _Ak Pressure Test. per FBC - T_ 202-94 by Fenestration Testing 11-ab. Inc_ Test Repott No. FTL 8549. dated 11,06.45, signed and Windows and Doors"'. dated 12/0816, expiring on 121.1129j'2 L product or mmerial testedfor quality anuralwepuiposes- if this pl orma--rLV fails- to pedbrin in the accepted 2) Laf act Test per FBC_ T-AS 201-94 _Re Missile Inip. sealed by Idelmius, _- RE� (Jest reportrevised on "?,04,15 ani:102'1116) Ortel 3. Notice of Acceptance No. 1."528.15 issued toVi%on Extruslion Lumired for their manner,the manufacturer will incurthe expense of suchtesting audthe AHY may mimediatety revoll nio dif, % o r 3), Cyclic Nkluld Pressure Loadiri - g per FBC. TAS "03-94 16� Test report cm Teal� per FB(% TAS 202-94 -'Brown Coated (Painod or Laminated) Alite Rigid PVC'Exrerior Extrusions for, suspend the use REP- reserves the right To retroke this along withinarked-updrawings and ing2L-itioii diagram ol-vinyl slid glass, door. prepared .2) Uniform Static Air Pressure Test- per FBC� TAS 20�2-94 Windows and Door-,'", dated (*11,11 15- expiring on Ol 9- acceptance. if it is deta=aed byNfianai-Dade CountyProdmt Col Section that duss pwl ormateriol fails to bvFenestration Testing Lal Inc.. Test Report No. FTL 871 �, dated 12 2207115- signed landd 3) Water Resistance Tli per FBC. TAS �0`1404_ 4, Notice of Acceptance No. 1" 7 12.02 i&sued to ENTRGI F trationSolutiousi: meet the requirements of 1he applicable building code. This product it, appiroved as describedhetein-and, has been desig to c ontiply �ai the Fill Building Co deL - - -) - sealed by Idaltnis- Orteg a, R E, jev report revised on 02 1, 6 andl 14.16 I - sile I mpa c I Te7st per FBC. TAS 201-9-4 4) La mg NILS Inc. for thew "TAY 3040 and Lighter Shades (N -Whitel Rigid ]?N Zon -C Exterior �nied mcludmi the HI velmity Hurricane Zone 2 Test report on I') ArrInfiltratiort Tem. per FBC. TAS 202-1,�4t 5) Cixlic "Wind Presstire Loadik2p-.-,, FBC, TAS 203-94 Extrusions, for Witrillaivs and Ditiors'- dated 09:15,� If5r ot on 02;�Ltol P"hi- -4 D E SC � MPTI ON - Se ties 4'5.4 70if 0 ' N'Jul Sfidin z Gla s s D oor tAe W" c ed) we"n -o 9 OD lik I 3S 6 c oriier -_L._X1J 2) Uniform StaticAir Pressil Testr F-__ FBC. T-AS 20-2-041 __ zdouz; I'vith marked -up drawings and installation diagrAn't of vinyl shame .91ass door. prepared .5 N otice ofAcceptance No. 1"'71' .1.04 iss,� to ENERGI fenestration Solutions USA. APPROV.AL DOCUM EYE Drawing No .AM 45 57110k Re r B. utled -Vinyl Sliding Glass D oor N OA (L.M)" shftm 3) Watter Resistance Test, M FBC. TAS 202- 9-4 by F�ne st ration Te s t ing !Ab - I ac. - Tes t Report -No . F TL 8 9- 5 2. d ated 1 'Y 04. 1 -1 - signed and Inc. for their ­Bronzie and Ell Shades of Cap Coated Rigid PVC Exterior � 4) Ual-ge Missile Impact Te-,t pill FBC- TAS 201-94 sealed by IdalntLi Ortega, P� E JeF4 felIon revkied on 02. 15,2016) E xtrusions for- Windows and Doors' dated 0915" 16. expiring,on 04i Ill I throurk 21 of 2 1. papamd by dated 1046ili 5arid last resis,ed Lin 021,131 1 l`2 1. signed and sealed by 5) Cyclic Wind Pressiii Lolaiding pff FBC'.TAS 203-94 "rest rep%xion J)Uadbrul,� St-icAir Presstim Test, perFBC, t.AS 2611,12-94 61, Nicitice,of"Acceptance No. 16-0712.03 issued to ENER'Gl Fenestration Solutions USA. A. LynnMilleT. P_E_ - bearing the Xfiami-Dade County product Control Re-,.iuori with the Notice of 1 6) Forced Entry Til per FBC, TAS 94 2 Large 'Missile Ini Test per FBC_ TA S 201-94 Inc. for Ther"NAkire Rigid PX'C Exterior Exwusjous fat Windaws and Doors" dated, Acceptance number and expirvaDadate tr;!heNfianu-Dade Cours-v Frodwt Clum-ol SectionL XIISSILEr INENkCTRATINQ Larl Alfisult ImpittRedittant along withmaiked-up drawings and installation diagram of -vinyl smiling glass -door. prepared 3-1 Cyclic Wind Prel ol pef FBC. TAS - -94 - 203 il e�Tiriq on, 02,2911& '1047 - -27. andSmall . - twFeliz"stration Testing, lub. Inc_ Test Report, No. FT1 S-5-46, date-IIL0615� stuiedand 1, 01 I - am 2 ass allorm TvitbnLwked-up dravulgs and atstall;-itiou diag mi of vwy sli I g 1: r door,, prepared TnsNol 10-002-792(A), 10-WIN105 5 0 T Test repo - 35753-TO perASTME-84. Linitatious: - sealed -by Idahnis Ortega- RE. (Test report rodsed on 01,04:16 and 02`1 Y!2M16L_ - byFenestrat. Testing Lab.1nc_ Test Repol FTL6638 (sanTles, A-1 t1lru A-22).dated ASn, �M1929 arld ASTNID-6-15. issued byEX"OVAtoVisionExtrusiba for ceflulcl, I- See table I (sheet2) and table 2 (sheet �) for applicable SGD unii stzes. de-1 prelosswes- reniforcements t�Tes� glasstypes. sillriser(seetablesIl-I &B-2.sheets -11-O)aad anichor layout sheets requkrements in 11 thru 16- z Test report on 1) Air Infiltration lest. per FFBC - TAS _2012-94 11 119,, 10. 4plEd and sealed by jotygt A- Causuo� P� E. i-Subil ruld-er N0_4 Na. I]- con4)osite matleril 1 Rigul rMute FVC. Tan (,Non-wb:te'&- '41P�l'CandBrouni, coated kPaintedor [animated), witue Fizid P`%'Cto ber W .2) Uniform, Static Adrpressure Test, per-F13C."JAS '02-94 Z) - - 610 7 64) (Submiaed miderYWAAl 041 z ,I g labeled per referewed'NOA's requireawatsI. I er Ill 3) Wa' Resistance Test, per FBC. TA4� I _-94 8 Te;l repilllit oil 1) A U�' Inf Rit ration. Tess 1. per FB (% TAS 2 0 2 - 9 4 S. Notice of Acceptance No. 14-0916. 11 issued,to Kurl America Inc. for their 3 � Egress operable doors must Carnply w�&- tain cle-ar w--&h or height per FBC.-equireacill as apphcablee. 4) Large Missilee- Inip2c tTesT per FB C_ TAS 20 11-94 -1-1 Unif brin Static Airpressusle Test- per FBC. TAS 202-94, (4.111, "SeRn-vGlasil (Clear and'"'hitil Interlaver-� expiring Ono 77/ 1 4. P;cketsill under separate al. to be revieIl by Builli official apprCrV I 5) Cydbc Wald Presisme Loadling m FBC 1-kc-I 2W_34-94 -4 -3 1 'Witer Restmanct Tes per FBC, TAS 21012-9 - Touce 9. N1 ofAcceptance No. 16-1117.01 is� to Kixaray Amil Inc- for Tbw LABELr_x7G. Eachurtir ��ihall bear a 1.)emuccl lateluAith the 6') Farced Entry Tes-T7 per FBC, TA S 4-) Large 'Nfissik- Impact Test per FBC, TAS 201-94 '"Trosifoll "traclear. Clel Color PNB Intierlayers-_ expiring on 07,0819. along with, mariced-up drawings -land installation d b grain of"vinyl sliding g lass, door. 1,ireplared 5) Cyc c Wind firmsure Load ing, per FBC. TA 203-94 I W RE-N-L'"*--%Lofthis.XOAt,haUbeconsidemdaftet a renel application has been filed and there has been no by Fenestration Testing Lab. Inc. -Test Report -No. FTL 8947 � dated !2 04`15-s= d and - do Forced Entry Te st� per FBC_ TAS _102-94 XEENTS F. STATE_ change in the applicable building code negativelvaffecting th e perfannance of this pnsduct, I _� seale d by I d alutis 0 Tte ga- P E. (Tesst rep ort mvised on 02:1 1 ( 5) a 1 ong w ith mark ed - tip drril g s an I irist a Ilation d tagram of vinyl sliding glass door� prepared L St2t letter ofconformanz& withYlIC-51k Edition (2014) and FBC4th Edition TEMMATION of thsiNGANI611 lsiccur after the expiratim date or if thete hai, been a re%. onorchaugeinthe 4 Test report Lin 1) A,ir Infiltration Test � per FBC7 TA'S _20.2-94 by Flenestratiou 1 sting Lab� luic-_ Tcest Repal. No, FTL 037 (saml A-1 thru A-5� -dated (201TY issued byzilamAkitizer. dated 09.14117� signed & sealed byr Lynn Miller. RE1.1 materml-s- use, an&or manufacture of'the product or picil - X.fisuse of thisNCIA as an eador.wnwnt of ary product, 2) U, niff ami Static ALr Pressure Test, per FBC.,. TA S 21,3ull -94 1 061 10 � signed =1 sealed bv Jorce A, C auso . P � E. t-S'if but itted trilli NO-4 No. I I - - - 11 zttm, 1 Statement letter of no financial interest, "red 04 "1 8l, 17. issued by mamsfa I foT sates. acherfising or any otherpurpol shall automadcallyterminate thisNNOA. Failureto complywith any 3) Watff- Resistance Test, per FBC. TAS 202-94 sealed by. Lynn Miller. P1. section cl NO ji�iliall �e cause for terrolizatioa and-m-i'vid ofl.40A, 4) Large Missile Iii Tea per FBC. TAS 20114-4 3� Letter of lib compliance. part of the abcoze, testrepol ADA"IRTISE',.N��EE-N'T'�'T'hie'NIOA number preceded by the words Miami -Dade Couni Y10-fida, and tbllmvedbythe I - 4 5) Cyclic IA'uul Prt�ssriie Loading per FBC'. T?XSl _`)3­1?li4 C C.A-Lili Al N'S L 4, RER Test proposal No, 17-0387. dated 05�05 c ll IT signed by Islvaq Chanda P.E expiratia.u&mmavb�,-displa�e,dinadvei-ti-�gliterst,"e. If anypoitioncif the NOAis dis-pbayed. then it shall be W!') 6) Forced Entry Test7 per FBC� TAS a- -94 -)r verification calculitions and structrual arial ith FBC-2014, I � Ancho IV done in its entietv. I along with marked-updrawmigs and installation diagram of vinyl sliding glass door, prepared prepared tiv PGTI dated 12,'09:1-5and lastre-,ised on 02,15,16, signed andscaled by G. OTHER INSPECTION: A copy cif"this eeutire'NOA cluill beprovided to the uset, bythe, tuaratfacantex ot it-, distiltmitcl anti by Feriestra, t ion Testing Lab.. Inc. . Test Repott No, FTL 8548. alate Arf!044�. signed alrd , i iiii 9 - P=Er_. fSubytined pinder.Y0.4-Vo. I5_1l21&0A L Notice of Acceptance No. isiared to PGT Industries, for thew Series s b a L I I b e a va I A a b I e for. i &V le c t i a a A t & e I o b w le . a I th e i e rr Amn t o f I he B oil d u ig 0 flk I al sealed by Idalmis, Ortega. P'L E (Test replort revised oil 0 i 04,1 16 and 011, 11 1 6T !l, Glaziniz cc-qwlies with ASTNME-11300-09� Win g Class D nor flteinforred)­ L,,'-NL 11.7". e2epirina oil 04'1 14 21 ­55,7012 1"itryl S This NOA revises & re ne-n-s 'NOA 02 0-0419.05 , and eclosists e f dm p age I and e-,idence page s E- I E- 2. E- 3. E4. E-5 & E-6 as well as approval doctinvul atenticned abicrve, lAalt], Chialli P-E 1--hiq L Chauda. PX, Ithaq 1. CUuda, PX The &sbouried i1ccurnen titicia wasreviewed by ldmaq I Chanda. YE, Product Civiutrol'Luit $upoir-.1_1011 Product CoUttol rj"t S - , j1pl Product Control `t,uit Sixp*rTiswr ,N'OA IN-e, '.1 14 .10_1=10.1 NCI.A� Nol 2 NO.A-Sol :1-0.101%013 TNOA 4!0SU3 YM CM DUK-1 -6 Expir3tiou Datet April 14.24".6 lExFirtiltion Woe: April 14-' 20:6 Ex -piration Date. April 14. 1016 J! t Arl DatoAltill 2-5, 20!1 -App r 0 V -it I Da to - Xf arc h '. 5. : Q'. 1 _Approv-31 Date- Nlarch 20.1 _-1ppro-ralDazv '.Xbrch 2.Z.2021 Pal I E -1 1: J PGT IndustritMS. Inc. CGI Windows and Doors, Inc. FGT Inc. NOTIC" E 10TAC CEP T-A-NCE: EVIDENCE SUB -NUTTED -NOTICE OF ACCE III". LX,( E: EVII)EXCE ST-B'311TTED, �'SQTI�'�E UL A('1(1Ej_jzj( L: E:12USC-L S1110,11,L) 2- Evidence Submitted under pre0ol subtairtal E. ILA�TERLAL CERTIFICATIONS (continue) New E-A-idk-nce.,3ubmu�ffed Quaill Part Smer 5 complyulg: 1,vith A S TNI C "IS Thermal Conductivity _12yu, A. DIL-01NGS 0.881 BTU-ur'hr,-ft--T-_ ASDvl F 121410 AS11, 4 D:3985 Oxygm-Pass. ASUM EE A,. DRA'IiiN�INGS 1. Drawinz No. AID-6570.0 R#N=B. titled-Viiryl Sliding Glass Door NOA (124)­. shil 1, Drailix -a No. _MD-5$70-0 Rei fit -B= kd'A%avl Shdmg Glass Dolik (LIMY'. slieers I 1. through _1 I of'-) 1- prepared by manufacturer. dated 10.05.4 and last revised on �C518 Thenmal Conductivity 2.22 BTU througi2l of 2 1. prepared by manufacturer d at ed 1 -05 � I i and last revised on 02 �0 1 i2 1. Cn 04,12 120� signed and sealed by A- Lyml Miller, PF. 6'. Quanex Part I!M-,3 cotriplymg with ASTM -ill" signed and sealed by A� Lyrin I -filleT, R.E. hr­fF-`E -A'SiTNI F 1-149 ASTNNI D 14334 Argon Permeauce-Pass, ASTINI E Nore: 'Mis fevistfl consists replaceirreirt of same exw-,= installation screw Nv�ith fla., head. B. TFSTS 2189 LG_ D==bihtv�No Fol ASTNI E 546 Dew POW Development -201F in 4-3 lint, 1. Test reports oir I -Mr Infiltiation, Test. per FBC. T-ASS -102-94 i- 0. F.,Submined under Ab_4 No. I 5-0_ 5�� 2) Uniform Static Air P rie Test, Loadingo per FBC. TAS 202. 0 '7� Vision Exrnisioniri LTd - Paims complying with PVC-A_A_N14503-' Vicluntary Spec&C-160111 B, TT�TS I None. 5) Water Resistance Test. per FBC_ TAS 201i)4 f& Rigid Pohiinyl Chloride (?VQ Exterior Profiles fon Vision i�lntsiomz LI&ATEX-1 by 4-) Large ?&ssile InVact Test perFBC- TAS 201-94 Loadingper FBC, 1203-94 A-ANIA Fenestration Lxtenor Pro e Ceitilk-ation Progn-mli. (Submined anderNO-4 Nix 15- 6M AT) C C.UCULAT'IONS E 5'1 Cyclic Willi Pressure TAS 1. along withmadowd-up dralai and installation diagrain Of a P6,1 Industries, lhc� '791 5. EN I i i, ts cotcp�v* -A %L-k �1103-13. Vi a' trus )1115� Ltd Pw with PVC _A1 3 f.�itbotittirdiijider,\'O-4No.15 -WA05,) =3 represelitative unitslisted below and tested to(ral Dowsil andDowsil 983 silicol D. QIL-.0 ITY A S SUKA-S C E prepared by, Fenestntion, Testing Labon-ator.y. ini Test Reports No-: FTL- 7. PGT PW5520 PVC Fixed, Windoi-v ted!09l� 789 da 03! Is 4 6 iti 9- PIVC-_-k�iA 303-13- Voluntary Spec fion for Rigid- Polyv cIlloride ITN7,C) Dverlor f - Profiles for Vission Extrusions, rd_-VEXA by A_,U-1 Fenestration E,-qenor 13irof9e ad I Miarni-Da e Departn=r of Regulatory and Econcruic Resources (RER)_ outit propol W FTL-20-2107'.1. PGTSGD780 Alumin= Sliding Glass Door (una' in pfopol FTL-20- grain C ertifica I ion Pro r. 210711, PGT CA-740 Alan OutswingCaseaxmW-mdow tunit 8 inpropos-ar) FTL-20- IT Notice ofAcceptance No. 18-121.14 issued to Enerm Fenei'tra-tion Scl USA- lnc� for E, _81,4JERLA.I., CF-RTff ICATIONS 2107.3, PGTP'%17620A.A41%uniaum Fbmd Window (twit 9 in proposalli and FTL-20-21071.4- their --Tan 3040 & light shade, (non -white) Whilre Rigid PVC Extet-W Ein-usions for Windoirs -.and Doors" expiring on. 02,,`04C.I 1. Notice of Acceptance Nol 19-030.5.02 issued to Kuvaray AmeiwA� Inc. Raw. their "Trosifolt Ultraill Clear, and Color PVB GlaissInterlavers". expu-m-goil 07,08,!24�, > 0 PGT P"W7620A Alummutil Fixed Wiadcriv,��l Ima 10 in proposal) stated i 1�112011. allsigned . and -sealed b, y Idainais. Ort"a, P.E_ 11- Notwe of Acceot2nce No. 18-011'12.02 issued to, Energi Fenestration Solution- USA. Inc. for for Window- Dool rum, 2 Noticle crAcceptance NO. 17-480SA2 issued to Kurarav America. hic. for their Glass Interhyet - ' ' OT04­1� la -_ `S�entryG Ist CL e-xpu-- th& series Rigid PVC ExTerior Ein-usions and on (0pair aud"U0 - expiring on CL C. CALCT-1-LATIONS -It 02112&2 3 3- Vawice of A-cceptairl No 18-1106.10 issued to Vision Exmjq-ms Lnitited for their N < I Anclior tterification calculations and structural auai�,,rsis. complying FRIC I 12. N otice ofAcceptance No. 20-0103-03, isslied to Energi Fftlestratickti Sollition- US,A,� Inc, for C oated(Painted or, Lairtinared) 11hite Rigid P"C Elre"JotF Extrusions, for Windows Edition i-2020), dated 04�22120, prepared by manufacturer- siefted and sealed by, their -Broum & light shade cap coated X% hire Rigid PVC Exterior Extrusions for and DoIlli expirmi on 0930 214� 0 .AnthoqyLy='X1X1ff P.1� Windows and Doors�-. e.Viringg om 04,16,2151 4- Notice of-AceWance No- 18-1106.11 issued to Vision Extrusions Linited for their series =3 2. Glazing complies Tsith A ST Nt E 1300-04. -09, 42 .1 and -16. VE I (W Tan 2 02 and bg liter sh ad es CN on-Allifte) Rigid C ellular PVC Exterior _0 D. Q U. k L IT Y A S S tYR XN C E F., STATE.NLIENTS ExinIusions for Windows and Doors". expiring on 112 9/2 1 0 Niiam�Dade DepxTmew of Regulatory and Economic Re�s� MER)� - V� L Statement letter of conforrnance To FBf_ '74 Edition (202101 dated 04_2_,20. issued- by mani actill signed and sealed by -Xnthmv Lynn N, lihef P. E � F. STATE-AfENTS L_ E� 31ATERIAL CERI IFICATICYNS 2.l Statement letter cifno finaticial intere�st and o f independetit. issued by twinufacturef. dated 1, Ststelnei"Elt lellet, of conformance to FBC 7" EdWou �210' .10! dated 0101,21. issued by 1. Notice of Acceptance No. 19-0-1 issued to Kuraray America. h1c. f or their 01:18,20. signed and sealed by.4juhony Lyna, 2NIdler- PE nianufacturen- signed and sealli bvAntbol RE� U) -TrosilitI11-9- 'Ultraclear. Clill and Color PA-B Glass Interlayers­� expuirig on Pri�,ate Labeang Agit-eiril &-cument berwem PGT� dated 03� 01-5 and signed bV all im"olved 2- Pnvate :Labili A-Zireenwrit li WW21 betmovem PGT Industries- Inc. and CGI Wiadc,,-ws and Dool lac_ %-gall by Die-= M. Ruarill RE., V,P. Enginetuirl behalf of 07,0&`_4_ parties. AUG 2 4 2�, Notice ofAcceprawnce No. 1 7-08W02 issued toKuturay America. Inc. fortheir "Spon-yGlast (Clear md'White) Glass Interlaym". expir�ialz on 0TW3 G. OTHERS bodi compallil 3 - Notice Off Acceptance No. IS-1106.10 issued to Vision Extrusions Limited for their 1, This NOA rei*es _N-,0A# 17-0420,06 (P1vTw`CGl) and up�&ates toFBIC 202, u C71-Editiorl G� OTHERS 'INDArt�I151es "Brown Coated (Painted or Laminated) Wilte Rigid YN'"C' Exterior Exa-usions expiring 04l12 1 T2 1, I 1, This, & i-enews.NWA4 20-0l!9,045 (TI_Aw��,CG4 expiriag "14�26 IftTLIAL lirtual for Windowsand Doors"". txpu* on CW9,30�1'24. IN 1 RERTesr proposals;49-1155 dated 01,1020 approved by IssshaqL Ckmda. P_E� The cument ;u-sociated PLA CGI f�e #21-020-5,01. frx-pning 04.,,1*226. d d 0 4. Notice of Acceptasi 1&4106.11 issued toVi-s-ca Exims-ii Limited for thew 0,41+21 Plans h � t UJ Series ­VE 1000 Tan 202,And fig -liter shades Rigid Cellular- PVC for Cori jpj�-[,Ge %, i P/"_ Is Exterior Extlrr ions for Wilidows and Dooll 'I'L'. es�piring On 12129111`2 1. "A0 Editi on by Deb"ri < I;haq 1. Clixuda� P1, Product - ontrol t'nit smp#rrner Product Control ruit Suptwrkor Product Control Unit, SuperTi-,*r NO.-k No= NX)AI INO� < NDA 7N o 1.1-10.105,103 Expiratiou DaTe. April 1 �4. 2 -426 Expiratiou Diw Aprit 14. �'026 E*ritionDisw �ptill+,:0226 Approval Dmei Allich Approval Dn,w, Xlarrh.f,, !c:1 Approval Ihtc Nlarch 2.55, Z01 E -9 E -6 SHEET NO. March 15, 2022, PA 13 . ..... - _,'", /i`""tLFF F Z�_0_1 \. Plef"lic LE311ALVAKOEN RXkQX14UT�1zQ4g=. 2 Diii-out-C I L1ALuAJff2LKLtQR1_,�D_2"zz"J 3 I - - N C TILLIT TESTING & ENGINEERING COMPAWY TEST.REPORTS. 22� 6. MATERIA.L CHARA.CIEKSTICS AND 8 - PEaFJCAT1W6� ;l� �r: ­.____­­­­­____. ____ - - IKALIT, M_ P,F,. E Largo missile impact and latiguia load tests were perforined under Protocols TAS Shall be strictly in accordance with General Noites and Components indicated on lifteco'ElIFIF11 CEEM -I,Fi, Ex.1 �,' T " , "'I"" 201 � 203 as per section 1626 of the Fkirida Btilidi rig Ciiide. Uniaw"ristaGolrOldeF sheet 1, 2 find 22 of 26, of Pr od ucl Ev alluaton DOC Urrient (P- E,D), drawing FLCI!�­­�L.001"O as per TAS 202 Protocol. Test E,epoas prepared by HurfOrarer, Eriginee0ii, & No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 0810911 996, 9-965-670 dated 09118,11996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20--170- PRODUCT"ALUA 1*N REE�QRT f #96273O dated 0912011iD96. all three signed and sealed by Hector M. Medina, -one, � - im P_ E_ � stration lre,sting LaDorantory, Inc.. reports, # 2032 dated 0411 611998 and . # 2126 dated 10105,1199�8 witneuelad bi' � Gilberf. Dlarno,iTd, P.E and Report No 7. Ull 0 'QNJ) JOIN$ OF ; . -AT _ _NP Q .-L _K5. A _ Q$e REPORT NO.: 20-0720.01 0219.01,09, dated Nli-arrlt 4, 2009,, slgiiedl and sealed by Edrnundo Largaespaela, __IT , . P.E. aird Henry Harlem, P.E. 7.1 � Shall be strictty in Compliance with General Notes No. 1. 8 thru 14, indicated DATE, July 28, 2020 on sheet I of 26, as well as General Notes x I thru 4 and I I thru 16, Indicated Tonsile test report No, SCM-197 oy CC- Metallurgical, Inc- dated March 13, 2009, on sheet 21 of 26 of Product Evaluation DocurrefrA (P.E.D,), drawing No. 20476 PRODUCT CATEGORY: Shutters Signed and sealed by Frank Grata, P.E prepared by'rilteco, Inc, and sligned and sealed by Walter A. "Fillit, Jr,, P.E. PRODUCT SUWCATEGORY. Storm Panels Z,3_15TRUCTURAL ENGk']NIEE�.RW-0-C'ALC.ULi.k',riQ�S, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONESS as On 20 ('3ago Galvarfaad Steel Storm Panel for ranximurn panel length Va. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing Tm. design Wind load and panel MANUFACTURER: CFh"yMNkQ"APMMQ"_"C1 length based on rational and comparative analysis, end in accordance with section 1616 of the Florida Building Code, CSICB[00118 pria. parod bi� Tilli Inc,, 7.3. Product shall only be instalM into poured concrete, concrete block, and wood fi-arne strictures. 4600 SX, 51 Stoat dated 1 109108 arBiOgil,2JIS 5,aWried and skiaki(I by Walter A, Tillit, Jr., P.E. Davie, %rida33314 I I. PURPOSE gf-EY&UATION: 3. M W&APAMUISTAN - CE Product Evaluation Report prepared by Walter A. Tillh, Jr_ P_E_ (Florlds License ThS is a Product Evaluation Report issued by Walter A. 7`11111t Jr., P.E. (System Large missile Impact under section 1626 of Ift Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719), ID # 1906) to the Global Protection Products, LLC, Rute, Chapter No. TAS 201 Protocol. I 0001 111F,, 61 G20-3, Method I D of thrit Florida Department of Business and 4, WIND LOADS RESISIANCf- �,,� "o ,�, k T141 �INIR . :11*%X I -0, l!", Professional Regulatiom 20 Gage Galvanized Steel Storm Panel has been verified !a sustain wind 0 \ .. ......... V� , ,-�� .", - i '11�.._ \Yel En 4 I-r:? 1-1, , This product Is being Issued an Evaluation Report as described haroln, and has Aresslure!s. Maximum panel length shall beas Indicated on sheets a, 10, 14, IS, . ____ E , . S '-. I been verified for compliance In accordance with the 2020 Seventh Edition of the 16� 19T 25 and 26 026 ofProduct Evaluation Document (P.E.D.), drawing No. ,__ _-,�­�­- -_--;r .44167 Ili- _.No __ - i --- , ­ '*z ___1 , W, _ r* . Florida Building Code, W to verify 1hat the product Is for the purpose imended 20-176. Max,[rnuirn Anchor Spachrig srWl be As Indicated on siheets 8, 9, 10, I 1, ;�,II- j .* rz p -*,-,�­, STATI! OF at bast equivalent to that requited by ti be Code, 14, I 5, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E D��), ,'-,�"-� �, , . ­­_ I , 2�­­--e-94 1 i Ilk , 0 �401![1101 1'.,�_7 drawing No. 20-176. ,-. 1 �1. as, e,.-. "�. 11. ­_;, 0,1e� This Produr A Evaluation Report shall be subject to review and revision In case of 5-INSTALLMMM' 61 , 0 It,;, 810NO#," R1,111111 101 mlw%, I a Building Code etiange that may ~ b limitations and conditions Irsta0lationshall 'be perfornniarl strictly in accordance wirth details indicated on 2. EVIDENCE SUBiiiiil sheets 3 thri � "IR'T I G thru 20, 2g, 24 and 26 of 26, Of Product E%raluatirm Document WAT'LL D:� TH TECOADMON FISCORDS kP. E� REPORT.20 kALOAM. PROIECT10FE PIRIDDUCH, LLC'E20rIA0F, 21-PRODUre _EYALUAL1,1ONlD0CUME1tTJP.E.D.)m (P.E.D.1, drawing No. 20-1116. Minfinurr. separation to glass shall, be as C--l�LVi�NLZt-�UTtLL-�TOR'K'PAt4EL%CRM#20-176�REi�'t�RT#=-On&&t Drawing No. 20-178, tided "20 GAGE GALVANIZED STEEL STORM PAINEL"', indicated on sheets 8,14,16, 26 and 26 of 26i Or ProdM Evaluation Document sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and sealed by Waiter A. (RE-D,), draMing No. 20-176. Tillit, Jr., P,E.; dated 0712812020, This drawing Is an integral part,,�A, TP ."Mr A f4f000, ,Is Evaluation Report. 0,04 101"', el� -,rc,R k rk 'N' ej� ,'t�"Ai, rif,,,J','�a,, , " - , , " T I , , AT -6� - ....... %. I - , , I -, k� lye I. � ,- �,,S �� ` \CEN , .. ��t. � �� �li­ - I .,`.��a ,," � - -- E�- EN,(,,e`-�1" '1:� � _ .,F TFV �T V L, -,- S -Y- - - Z �- � - _-� , ____i�__ _3;=I�__ 1 .1, ' I - j - f��, No� 44167 - - - ___� - iz,.�_z - - - -- --f-__--_­Nnr.-44167 % I =� _T� , T af';�-E "LE" z * - - 2 , I � ,J, � �, ,I�, I I.. 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TI �*, tr, lk­2.,� LA,v _ _V _____oau ..OA QNAE P(MI-Ir lI,"rAr'R­IR'JA' JAN'JO REPORT NO.: 20-0727.02 DATIE: July 27, 2020 PRODUCTCATIEGORY: SI-Lutters PRODUCT SUB -CATEGORY: storm Panels PRODUCT NAIll 24 GAGE GALVANtZED STEEL STORM PANEL MANUFACTURER- r j.1QWP_Mt tatlQnProducts. LU 4800 S.W� 51 Street Davis, Florida 33314 1, PURPOSE OF MWATIM This is a Product Evaluation Report I ued by Walter A.T1111t, Jr., P.E. (System I 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. fil G20-3, Method 1 0 of the Florida Departmerit of Bus�na,ss and Professionat Regulation, This product Is bal Issued an Evaluation Report as described herein, and has been verified for complianc* in accordance with the 2020 Seventh Edition of the Fluids BuddingCode, and to verify that the product is for the purpose intended at least equivalent to that required by the Cdde� This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and condificris I 2-15-YU? ENCE-SMA M BITT-0 �. "D,), Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEV, sl000s I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, J r�, P� E�,, dated 0 7127121020� Th. is drawing is a In intier � g,K*4n,0q,,I,, , Evaluation Report. ,� � � " Y _:_1t4,1-,,1, � IN" , - ­ �� W6 _44 YV - " \r, E I,, - " - '15 �-, ­ I -1 Ali� 11 , __.. - 1%� � 1.�. . __ - - Z_ * , , - �­­ 1 - -)I--,- - . __ - - -:; ­261167 '. � ___ - �� , -71. 11" ,Tf I I � , , , , .��, ;�A�,z-_- * .: * �`­ 0-, -, �ke N `,-If 11,�14., 01`ItfY'--'ig�,,�r - - _­1_N I" 6.155 NAV. 36th Street, Stfi7e 30155, Miaini. Floridd 33166 - 11tilmne: (305) 8711-?_*� , ill5iQ (*- .1 -1531 -­—­­ ----------- -",, ­__ - """""""­ _""Ir - -------'------ , — -.- - rU__5 - __ L0Y,FQNENT$,,.FOR REGULAR kll -_AFE1Y __ M PANELS 5�T QR .. ----- ,�fAdjh 1,,`,:I�, I r, - ­ i_� O,DiAl wD-13 - ­ - a 196' 00V,I .�� - - 2 5�_ ' ,V� FECT� 1 - - � 1�." , - 1. 2 fr- - - I � - - � 1,4, - : - - 11 YO' L - - - ; ,"Fi, - . . � - , , 500' � � , � � % 11 - I _", � L L FIL11- .� -1 ­ , �50� _ r , " E F_ - -I �LO)_ __ IT—` �'r - ­ 'T, 1, �- --I W I'— � __ - -­ -1 ___.­� "I;,:, r .T- , ", 1111, 'L,�' I 1 .1 � F I, � " ,'-, ��� E, F_ �� ,!III!:! - 11, I " � , , �- �MKZHI ,��TEI : ASTOR - E, SO ,IF. ­., I .�I,T, I �I �Ro' , ,I, � �El I T. 11,L � -L , �� �_ : / 5A '� . I i 6sv 1� ­3C klio, I - LwoRmlir, STEFL `-� � , H�I,VIFF � . [F�rfr � I I �, I!5jk� � A�- I , I � I I - T,_ � l, "FLOOR. L-_ -- 11 w �r EDC E , � I � � � �, ��_ - � . 49 , - . KLTI`F�s r - - �'. ­�R �, - �, _-­ 11 �/ Yiwx " - � - z `X' MI., . , - Z�cl I w�-e , T 1,7 I � �FkS61D ___ FUGE � - - V�TASL F_ I � I - I f I - I ,� so IFTF_� 1 - . . -�'L , - � - I 1� � � � LIPETAd4 A, -_ ,,' RoFr " I 1 ; I _Rt � �F , - - I �­­ ,��,I I - "ASO'.-I lr,­ - 1. ! 3�, - - � - - -_ -1. - i� ­ � � - I, PSD_ - 1,3�_o' - T 51:QRH_?A% NU _ , 2_"� __- _ (1�# END S798M PANEL I "I I I - , . .. , - - __ - - ".. 5" � _0 �? � .-11 - ___ - - I �_l _� ,R,K� I'll _,, . - T. ; i �. � "L - l I FR, _ �r 11�"_ R� , � . , , - - v"A F'. I'll � �,_. ,P1 1, � "" '', = ��Ii'!� - - - "n"LiE I AT/ "'L-Ef, zw.E , , � - . : im- � - I A. III �, , �-�-=oL ""'Ll" � L_ 1 � __ � I .11.1 I ,I :::: :: � :1 i I �, I I 1, -:� - - , , ,­F TV,T: E:I , Ir ,"T'T' IFO� 4�11 - ,I I I - 9 FIT �r 6 I �� - " �---__ I . ,­n � h . 11�y .. � ` TE Fr�=�:�:��, � �OLR_ 1 "" 1, I I � I . 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L ,,�00']", " 'I",,, WITH STUD I E . i , FOi_L­1:U $TU.t � � - z , - � F L ! "o, ro IL Tit -4, OS' R I I", " I " � I�­ -, ` ' � - . R, - - A r -,r,, , - � ��, � I " � � I',_- F , i 1 � " I � i� - L" I , L "I - I-, I 0, �_, � � Yfi,2"s �., $e � , 1� --�. . 'I, - , _ � _��. ,\C,EN,, : i - r5 'I'T FI'9 I I �­ -, l� III.. F,5" 1� �� I k ,� � -_ - . � . =. I - : � � i I �__ � , �, , - l z flo� 441E1 _� 1 [ I E I 1k __ I - I- \-f-� � r � ,,,�� �, - I _. - - � � : * F = * - * - - - FLOMA F1LRL_11a'G CODE E. .. I Dfig- velocily H.,,�cz-* U-) r 9 I I __ � m � 11 . - ­ � I , , , I � � - - - 1"'Ac �,C­ � Y __ - jP75- ,�,A,Ex, .R�, �­ - """"', ED�E RE -�I.U. �� _- T­ .1 ­­ r ' i 1, 20 GAGE GABIANiZED STEEL STORM PANEL , - � �_- - ------I,-- ____ I 1_1 3 _21=_17- I - I11FIER!" - I i PRIO�44111 J, (* KEY--WIL ALRANU - __ --- - T�._­ / I 0 L , I -5-MIE C I - Ek,,MIR ... GLOBAL PROTECTION PRODUCTS, LLC _-, ' I i 4) 2'"X7-"Xl-/A' ,F � F 17HIRITYRED! �.", .- .�, 1,U1 W,�� I , ., IF - �Nr Ilar- -,EZF -i-&5-6i? e e; V�_-�_-� zw; " " . AgT - - _� � � ,,D, � ,. Sl 11"117 I'L ! "Niliv ,,�'. -; __ - ,ER- Al"L I- -FIL" 619, t 21-176 ALUMIN4,1M ANGLE 111IXIT.1 L,RS,,'Z� I�F� �ITO- .T - I- �­ - 1. - -1 - - - . - - � �� - - , ?W.,N/L2' -�A itT.AORII M �� V� �- -no �_O. ,- - - ­ - - DK,Lr�,AE�­ __ _ � . .. --- - ­ ��7,9 _�_ � � I. ILI L F�� � J t�.,�, _7Z - 7 - � � - __ I - T�'.- - . - . i - i � . - � ____­___ __ ____ -r_._'__­­-- - - . I WI.E9UJ_*l1:6z1_J1 it I � ZZ_V.SrREPOIRT%- Largn missile Impact load tests were performed under SSTD 12-99 standard as per section 1 609.1 2 of the Florida Building Code. Uniform static ioads as per Section 1709.8,3, per ASTM E-330. Test reports prepared by Amedcan Testing Lab of South Florida. Report * 0814.01 -01 dated 03111102 witnessed by William R_ Mahrier, P .E.. Boriz Moroz. P. E. and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 15, 2000, signed and sealed by Edmundo Largaespada. P.E. and Henry �atiern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 6091.2 ofthe Florida Building Code, Test Repo rt prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by jullo E. Gonzale7, P.E. T - ensills test report No, QCM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciotano, P.E. as per ASTM E-8. 2.3.--STRUC.TUP-AL-EWNEERLtkG-CAI..C-tJLATK)M; on 24 Gage GalvanLiced Stefel Storm Panel for max1rinum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rations; and comparative analysis, arid in accordance with section 1604 ofthe Florida Budding Code. Catrulaflons prepared by Tifteco, ft., dated 12fl 8110 and OK7113 (for this revision), signed and "sled by Walter X Tilit, Jr., RE. MA116-SILE] M PACT RE,%3-TANC E: Large misAte Impact under section 1609.1.2 of the Florida Building Code, as par SSTD 12-99 Standard and TAS 201, 4,LMVW_N0LQQ$__RM$TAM _CE - 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1175� Maximum Anchor Spacing shall be as indicated on sheets 5, 91 TIO, 11, 13 thm 16 and 1 6 of 18, of Product Eviskieflon Document (FI D.), drawing No, 20-175. 24 Gap Galvanized Steed Storm Panel has been verified for code compItiance to Twork as a non -porous slorm sh,tiffer assembly, as per SSTD 12-�99 Standarcl, X&TION RXLQKtAQ_MA2M2 3 5-INATAUAT-10M.- Installation shall be performed strictly in accordance with detaif,, indicated on sheets 3 thru 8, 12 thrut 1 8 of I 8 T of Prod Lict 6valuatiGn Document (P �E6 D.)� drawing No. 20-175, Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 S. I 6 and 18 of 18, of Product Sval uation Document (P.E.D.), dravAng No. 20-17& 6. MATERIAL (;KAMCTERiSTIC�S-�PECtFICAM-N�;,- Shag be strictly in aociordance With General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E,D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Producl Evaluation Document (P.ED.), drawing No. 20-17& TAAN]ffAIKMAW��OF�- 71, Shall be strictly in compliance with General Notes No. IT 8 thrulot, indicated on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by'rifteco, Inc. and signed and seated by Walter A 171111, Jr., P-E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES I as defined on soulon 1620.2 of the Florida SuMing Code, 7.3. Product shall only be Installed into poured concrete, mr1crate block, and Wow frame structures. Product Evaluation Report prepared by Walter A, TOM, Jr., P.E. (Florida License No- 44167), President ot'nitero, Inc, (Florida CA-OW6719). �VA%101111111h, et".'N� Il� T1417��-Sl. 4 K*, ­­­­ V� , �kN -I" ONS "I ;P %. - - .t ..�_ iY r '.. - - " . h �" ' . , ._-��­'­,F'­, r S , . . ' ­­-� - �"Cr,'441-157 '. S_ ,, - - � - !*�,_', * : * I WA'M - " * *' z - Ell% TILTIECO ADIIAON iRECORdla k P. F. REPORT,20 k GLi2-I5,,A,, Poo , If ' I&AGE % ., _, _ , - Oni GALVANIZED VIEEL STORM PANEL% OMYG iiI REPM 92"MAP" IT j o§. L ,� �.,.. 0 .1 �� ,-- �� . ..... � ­�o e "' IONAIL,t o" 711111,11111.0100, - __­­ ___ T/4, �2/4, 3/4� 4/4, 5/5, 7/5, -br,IW/10. 2W/10, 3100/10, 4M�A`10, + /5 6 il F-SwilD. 6W/11 & 7W/11 - S � - __ F­_--7--5 A� C�_=- MI SCfEEAVU ON ?AT5 6"A_ 9--- I � --1-3, __ - I' �, ___ 109 WO-M 5,-C I-Eno-5, ON SKMS a '. ,� ___ - -.- . . .... � _ ! " 0 0 6 9 - - "'I ­1 , , , �. - � ..­­ ,�: 1 I . .......... - ---� � ---! I - - . ­1­1.___­___ ­­­­ .­­ �_­7.%7� D-M_(�), (1)'( � 4,IP, �____ 1 i:� T T - -,,,- - T � , . I Y� ) 4 � , 1�!:, �" �� . 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I ,I. � L . - - I I . I - - T 7 - - - I � i - I I r i i I I i I : . : ..'s � . i I ; I I I � i i I : I : � I , I y i � � i I I I . i � : � i I 1 1 � I � � i 1 I I � I � I I 1 i � � � � I � , � � I I I I � I � I � 1 � 1 � ! 1 � I � � � I � . . � I I � I I AUG 2 4 2 D_M­q�-@)�(j)-_q� T�­ � = I --=--- 1 ­1 ____ - , - I _� I � _11 %: . � 1* � , is' - 'a" �,;-� -_ � _� � � , � �_ I . I � I I 14 �, 0 __. .�Ll 0 t &� I 11 I - I I C4)- 60. C44(ik-@6., I /\ 02 ) - 1, AII -:7 1/4, 2/4. 3/4� 41 4� 5/5, 7 /,5, 1, = N ' . __� 2W/10, 3W/10, 4W/10, � e �_,_ y - - \/ - _0,110I 6/5 . I SW/10. SWIII & 7W/11 I VIFITUAL RE"iib:W A,�541� Z AF;M,,OR1. rOIF CONCRM SU Sic,TEDVU F,,I 51,ErfS 0 IR 9 I - FOR WOOD �E SECTION& OR, _qV_ 10 A 11 - P . 11 ,- 'A�JF,�, 'I )_� r� . ,,evlel,r�i fo-�,�, - virtual . , I , - ILL . . ;�� � . � - � � r"') ­ ej F- . ­ . C1__AAk1LEYAU0 Plans Revic-N 0,P"I" ;�L---- I R.N.Y.LAB PANELS _5j_O R-M ivitt-t (6e, 20ac�, 4 L:_ �� 1 �L_T,S for conlipiiance i Ka'hl- P��, I pwot, � T.R_ �� GAP 26" 1 Ed ition by Deb,a I � 11,�_ Chuzl� -1 vt= - . . 7 I , - . I . I . . __47177I�7 ......... .... ;�ifm,_�,__ ? ,__ _. - ­­­--'­ �� T' , .- ­­4 _� - _� _ " , - - ___ - � --- . _",� " _11.1- 71-911% 11-, . - 'I", , ..... . ­1 TO �11 � 1/L. I. - ��/ ­111- ,I, I , ­1 I 1. .10 I: � GAP - 1� � ­� " � ., ? � , � I" �_" I .1 CA, , ,�'. - FLORIDA BUILDING CODE (Wgh Voioclfy Huflkano Zone) )�, 1 ? '. "� - �- 0) - '. . . - Immm. M� TW z , = 20 GAGE MMOIZED STEEL STORM PANEL I 7­ : .� - __­­_­__­_­____­­__1l7� ----- * --- - I - E_;.�_ F � o"FIR"PROF I - 5 We TEO IN .. A -- Al *' I .. �, 11111111IF­� I I OFF, " T . - - --'a— 11, GLOBAL PROTECTION FRODUCTS, LLCq IR15 %, " R OTE ". - - . E IILIE C 0,01C , - - RosI, - 61 VfftRo __ __ t ei I . - . IF ­_111 , ip�' i, , . 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FOR �1--IFIRLEAFFTS', EK 9* & I OWI ONLY VALID FOR, Mvhup�,, i G-'-LoNm '41, Y. ks,D [I I10INIS LIP To 443 , 0, -A&C, In 4 E, ANO ""'i - 7 4 ..,-� ---� * � �l So -D TZ- 4"' '16� �- �!Q,l -.P " 2� r�)N A;Iz,�, ,A��l F--AV,r 0 RE 51 HE, �.. - � � CLIFEEIR1,11IL111ION: %IOLD lot,WEIENS T -W� R4 �." I - � -,i: An O� t/ spEc,nc DZINsiril ow II OR cauo,� 117 � ,yclks�k- � -.- -s - FLORIDA WILDA Dt H.,ri— onal —,-.-..--- - — NATION ol EclKlm"i Tc� I- PI Wl!I ZAN BE r', I 1- =A ­ . .—.-.-- = : � L i -, 2D = - II �- :*I = * - = ', * -- -1 z - .,O_,o ..-,en,,gj,_! _� NEDMI MiDtP. — 7-20—GAGE -0-A"`L'�­lA- ... N r-l"E' ... 0 STEEL STORM PANEL E '. ____ �L V-- . ..-.- I �- ________._____ , 9 �-SAYAW I" � \ - -0-AlO.Ec IN ARY WAf TV SUIT ANY I �, --O'-, � q jr Up-��!�-� .:-- - - - - - � � - - - - _:�l J� %I ,� IGLOBA. 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I li, ORDER TTin VEELF" THAT CQMPONIENITS A--D Ao::�­Aa ON _IHIIS `�:O AE -ESTED WERE No" Clre,l STOESEED A 1LA 11401EI E IN 111LO.Al STRESS FOR W114C LB4C Rl IDM D�M IN THEIR k- EaIlNit!FTS SPACING -D VAEOC CAD BEER . DiErEFERRIll 'I�, SIGRM PANEV5 ACL1Q,-,­1 FOR METAI OFF: 'Al RtSctANcD HAS DEEP VERIFIED IS AC,';QRTAlACB III 5fi 1616 DIE W."Nur-o'LIRIA. i 1HIE ABOVE 4COT-DD-1 MINE VE, PIER FENESTRATION 'i EADDRATORE1, !i REPORT I WOOl AZ IFROTDCOIS TAS-201, I I 17 ST14L BE THE RESSSASALITY OF THE CONTRACTOR TO 1IaFi FITS SIDUNTOdr.So To' 'Pr ST1j"I'Al ill AMUTIE14 IlDIIIIIIETIE. !RS-711, A" 7Al IN Us 5i ATTACHI C � % WS-SID: PROKIR ANICHORAGI 7i SRVriti SVIA� )TILY 4E AtFil C, 6-c" I ::� Ii STAS11 A , -14F ACH'T DE$JDFdIlD1 10 BE Er",1AII�E1ji �I,i TIIE olffopF TIO TW_ OPTRING AIX.oSoNG �OF OPACASIND, FROM THE CLEF W000I ITIAMIF LDUFISTOCo� E 1 WSW. ,*,',, �FE �Al OF A LADDIA III,' Lin- 7,H-S AppilstTlioldl it, AN10 -1- TISTAIJAFIDIII I,, "'TEAD-I BE PFRFORNSP P�� THEE 414-17ALLAILDN CONTRACIER 4$ TO SoAt/CAULK N-1 TrEoPli COUITIODIIIIII ELI wi RUL)INT 111A GE 111ITSitaIS � � FROM THI NOMA D1 1-191ACTURE CONTACT RUFF WE BEWDOINC IEV FTEVVENI W140JIMI LNTRUDKOA CAILLK INC E'LL01 WIlul-111 �REACK�S Ar ARELART IFFl- . . w �3. ��Ei �Cll ACA�ALLFEO% IS AFSV_AC11E T� CIA AND Doll i K`�AL WIDOWS wHEE4 INSFALLADNi S: REQui To - -. '� - , 4L Elf � P RFTT�-.L� FS- Tno 14%1[* Or ,TRU_­l � - 13 sroRv ImIEL E,5TAj_1Al SHALL co"Ji Iiii &9l *B1CAT-- IN THIS OPANVI PUD; AI,ff Jal ol ZCOODD � ! A SERIES 29=0 �,fALLAIIKW IS AP;�LACA,%-__ 113 U'Na� AN 1 DOUBLE "i k�D �_'MRKZCWTAIL S-_ Dili 57YIIZ IWWD WATEAT REGULATIONS PROB'DCO W - S,ol"SOCTIAN W�Utt- RAW 15 WPI,IED To t ; i RIS`ALLA`ON TS aal TO K PERC�Vl FiTiol IFIf INSIDE OF ITIPLACRAW AD �- ATRIUM WV400i Iloilo ISOORS. NC. E - Z I aTORM El STITSITEM- S PATW PBNOONO L �. A� , AL01IN 1. DKORLSOONS TO W 1503�-A_ P4,LOY AND TEMPER. WNILESS OTHERVISE NOTED) 15 �c) TFiLS PROOLICT ENAD-l-ATIGN DDCt"i (PZD � ITREPARED BY THIS DoMEZIP ,-_ ISFREVOC Al III Nut looloof I I "FOWAIRGI FOR A So-' SF`l FR04f.ril j,4 AEO-W, THE IFTE CONOITCEI Ell FROM THE i ", ALL 110Iij-,V S�LE` LAETAI WIFIC ,IT C101I.PEOC EfALA HAVE 310i PA-LUIT. �E� C'EINTIFACTOR: I'D BE e'�ISFIDNSI Ill THE SELELVIKIIII, P1111RIIIIII'DI, 11IJID lk4,'�TjU-L,kT'*Nll,�,�l��'l�ll��l��ll��ll!�� WS SWITTY 00 i AJ L 1 NMI, Si*EIVI I PANIIII 50111�� LIAIK' SIRIlCoIRIO QVIV- STEIL, A,SN A -"I, IvB43� 50 W., GIPI1.11111FID SIEDI " TIES' PROCUCIF BASELo ON 'IRS Pj1II PROMFLED FS"�tt DiCS NOT DINLITIC FROM ITS CrIllo!111KINS flitTAILED 1:��% I i oc-i"c'W"NolI A" , - �19.5 �Iljl " 11F711R RXLVQ� I Coo HE DIDPITTEACI'DIES RrSSN,Lj, THIS XIC41-W CI*OAO1_ .N SAFETY AT B10F I'. T ,qAn,r , I I 9 ALL ',CFI,WO I'D a STAINIII STEH _U,4 On t!F AO,� SERIE5 EIR CORIEW la=�Ol COATED CATD,�`,O STOL- AS FEF4 GIN IF' Ti F400ELICT Ci DOCUMENT Wi BE CED"SV-0i AVALID U MODEl 1 5001B W/ -0 kxi EELD STAIEW�TH ANG %D_ OF "ENSILE STRENGIH & CEO_- C�WELT Wr CORIOA AAI�_ COVE Si 24tt 3 7II4 A Fd� SITE SPECIFIC PROOFfOo. %--ALI OF PREPAKID Ill A Paial R--GfSTERLD EWANI 3- AA6,Tt Ti v'l W- . 3 � _F1 S,R NGIH � Ri TO �E ASIO ­30 GAIVANIZEC STEF�_ OR AGI 'rQ4 SERIES STAINLESS STU W,'4 ,-6 I,.; V.IIFIW-'V TI-1- - UL BECOME T'It Efill - RE[Gi (i ) FOR I-IN LL RE RE Sim T,,, PRorOvI, - r- ONACLOF All Ill I . ,BPA,,_ FOR TOE _ USE OF 'THE D ED ENCFAtf OI RECORD. AC'nNG A$ A DELEGATED ENGINEER TO Tlf P.E I ENGINEER, SkA�` I i �. ­A_T�111_ TD IS- SFcA`_­,RF A5 "'Lli �­Aii TO A�OL Lalat -HE SITE SPECAFIC ORANI FOR REVIEW EA) To_IDWIDI­m�u �L'!��RUE� I S;DEAAA Eto NE B or �') `FIK PLEC ESTILL BEAR THE I AND CID'SoAB SAaF 'Da SONATL)RE Of I'Lt DDEAS , , IE I - 1:- I :F" AlTel-AClis AS: MARUFAC711i Bril' 'T� BOlL,OCX, PAC [WAF 1�-SIIDS V,I,jl RECORC THAI p�ItImEu -1 - , �%!Ap � i". �',�, " CA48-11iil H,1l10E4COSL AS ,AAH,lFAaFoTTD By OVWALT iOc IEDS f .. . .. I . . 11iloo pA q �',l " IT OfiltIllh PALlf, WANF,F0,`.P,pEEER�s r .. I - I %, F� NATIVE E0,111-11 I III::[ A �IATI Il Ar*l AS AFAIA��AC�Ul Il ELCO CS0,77EU-10,II FRODuclis LLhBE1 Fowl BE: LCKAITS5 ON A Eli:�ICIIIY WARBLE OCATCh AT 510l PANIi IN \ A41DIRICAlesE `7DR5,3 � �I'­� � :��,, ,,,, I ) EVIO 5CF-LIC'If EADISING To cOAi Vil otCrICN T7SY9.2 Of HE FLOSSIA IIIIIIIIIIII CODE OF TUDIE10101 NIJILEUK CODE :WE LAINEI, III K FIENCECI STIR lEqrRiY GFIDNANII,�iiiiiii,iiiiiiii/ I kl) MINIOLIM EMIEFDI OA 14PICI74 ANe"T5PS BOB POURED C.Ql giikl BE 1 3/4- AND 2- O�R PAT41i 2 rl AT & PANELLAA31E PLU5. � I k�­, �-m __--_-Ql U, t/,I-� � 7 Tl CAL,-'N AIjcHEl s�g,__. m- n -1/5- i.,To cD,-,EAETE .-_- N-DUIENT NED, r u q � vt � u ''t- � t f AWFIEga BWERIAL SI­W� BE PEWT= ­ �2D Ss SJOEWALK BOLTS ­�_ SAALL At LONC �KOUC`KSI=XXOD ANY EN!EH IVITF.Fil �Sl To EINGAGE 3/-- i AS"i 'NONNI 11 a � 0 AI TQIJ�,, I � A- � 'N CA5�_ THAI PRECAST STONE� PRECAST COMIl PkHEFL� D- OFI-ESS EAE i OT�E I-FE aDF7m WALF OR � "i i ........... IN Ill 0�, , .1 ) . I FLOOR AD-UhMRS E4AU BE LOW', EiNal -10 III IHE ALAPF Stfir"Il RE BEI, H'I ,Sir:,, PIOUS 4NICTIOADISEL SHALI 4�T�'. \�CEII p � a � ',�' - I FRE A-'F'-W11Ni IT &O A14D lh ,k2). ;,? , f, I � 1* is I 140,44167 I " jor r,( . I IF!, FP 11O�911 E1I1o,,L__A­LI 1/-' & 1APC-ON --I AS APRIVACTIVAI AS I I W BIAl 1 - r � OR ; it Af m . .*= - - ­­ __ � z FLORIDA BUILDING COOL (Fil Velocity H.rKcamHI - I-L - ,;Z---- . . I - I,W 0 1 ­'ff' IEUIX-W ANCHORTI AS mAWFO-ToRl Bl Dr -will �_C fr­- 1 500 D IT I ) -�-Or IEMAIE -LUIE ITY S �,� - � .. 4 r- I ! - � el� ....... � - 1� -0 v 1 20 GAGE EALYAl ML STORM PAW R� li� ____,1_ ,,�.­ -'14 aw a4r; r , - I 1 i I 1 i-io LAI * AND PINFLUATE AN01ORS, AS MI'AaW.cTURED I C - DOMICIA - PRODUCTS iE ­207i P"LQ - E - R­ . 0- I - AFI�� .1 . - - _o=:5,l , 3 � ­1 - .l - ,� - A, I .1 — _;�'� L", -17 ,,, �4 - / _51 i . I AL I L PROTEC7`10% PRO - i . GLOBA DUCTS, ac.� - - - - I'l L RE C 0 I 1 , ,�11`1 s I c wim owl 51 mili. --- - � !�;!!T* - - I� - - w1m IT. 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W1 SPECIFIC LCriSiTY OF C�I OR ECII ___ ______ .1 j 01'�l'�At'�r,f,��L-"I�i'li��L,'��., � � _,_­_­_­_­__,_.r­­ . ­­111­­­-----_ - -111 -- -- � - - � - - I� .. .... . �,'111­11­1. � .1 —1-L 4l'i"'mitV -,---- —­ , , "r, , ' -""1­_­- I --------- 1-""------L -­--"__­ , " ­­ -_ ­—, - ­­ _­___ I F­ ""' — ­­ " " -------"-" '""" " 1 UENERAL I= , i I I (cl RC_�.`Kp _".1 imzF4Z__NiRn11:I1_ .. i ?"`�IAITIII��� �ATON �Llg��_W ;!!�_IZ71:11�A�l, IP r [l.) HAS BEEN -TAIII PIOR. �_*O�NCE A ACICOAKITNCE 1/i­ TINI ANCYNMS, AS ANANUPILLIVRED B-1 I W, RiuIEOTT, ;&K: - � ""' "`� ,?2II= LN""O"T "m � 0, TF-L --,cTv Noll olNur - -Hs STORM FNI silkl Ncra BE '.T,sTAij.ro AT, Nam .. I PAF,EJANTF FCAI JL pq[ RANEI-IPATT RLI ANCHORS. �`_- MANVIFINC:10I loli f0io CoNSITYLL11I)IN ERI.IlLocis M71,000l' lI1ItTrFIl­,lAE ZVINES:�JTHANI Io,,+� , 01R:11��:Nll= T�") - �"T" LlAG �`IRP'.'_ FlTE HL'14 , S CrIoN Irnot 0i THL AIAEC- ofill,i)KED 0DX - A I1,11,51c. 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L - - � 1 � � [ E I : . � I I I I ! � 72 r - : i : 1 1 T I t � I � '. �i 'i. I i � I � . --:- - --- L: L, � :�,, �, � I T, L, 7 - � , :�,.l , I -- ----- � I � I I . I I Irp-­ -��_,_) �[,.-T;A,EIT ILTIT'i, , II-RIT)IN FALIF, t I � , ' �:� - i ��Tt�r: L : I I � I : IrLw ��t: - ! � 1 � E - : -1 I , E �IEI'� PIANL � � I I I L � L - ��, E, �, 4 � I : � � � 1 I i ! 1 j�l'ri4� p 2 � ; : � i ! ­ I L . � !, 1 � � I . I i . 2 I I � � i � , , 1 � , , . - I I I i I ! F7 ITIIN - i ­1 I 00, 2- - I' � � , I - � , � I F I � � : i . i ;1 � -, , - ! 11 *1 T � ,,�� c I I , I , I I t, � 1 i L I , 1 I,, � , - -B4o� i - - _1 * � � I * I I ,I �i - i !", Ne ! '� T, � i - � : �L I 1 � � � � !.i j ; 11 I - `TAV�C's ,Q'. i . ' 'L I L i - I t I , : I . � - � I -J t J_ L� �[ -j- 1- J_ J_jJ --' _1 -i-i-i-L -!-'-' ' _1_:_j_7_L_�_1_1 __L__J_J_Li_ _J_JI_' - 1 � 1 - 1- -1 --I _L --' 1 ­ - , , . i! 0"L � t, A, �Ft ­ - - I I I �,E- .% � _-INNO - � - , der_ -- �- -I , _Y­AVET E21W 0�1 QoIi.- ic: Ez I/ I 8, r2llyo,1118 L � _E ...ELAN I [�S�O%� -Z H)OTG STORM —!EL f ] i 11 PKA.L.-J ILEVAIJQII__M�� �'R ,j., � JOEM (1) 2% 11 I L I � Num -yrPLA, 1',t- ­V, TPIP I �4, �r I , LEC�L_l Lx_� f 11 " - - - , i.� � - " I A- - �__ "E' '�LLL - \_.�� =/ L,�__\_,.L.__,,_.,_= \LLLL , t/� I I , L WAI� QAP T, � - SECTION A-A � -1 - z- - - � - 44167 ` sz t z U. - - - L ATE E$, --, _ - I - o I� L , V IT 1 .7 P, T,0 I � - � - L�� I" 11 � � ... L L �L�411 .� - F GINJFF'::�ING Ov -K - EN133INECRING EXPRESS 0 -IN PROV DUCT EALUATIE REPORT BiBIBBEATI 15, 2ON licaion NurarA: a . FE,TApp�EX Projeto Nu b or 2E,31 S43 ABLE American Sack: mand 34ass wo"i Manufacturer: MARITifablilverAdLEDFASIL I540 Donitry Road West Palm Beach FL 33409 Product Name & Rescripliour. 24ga Galvanized Stet Storns Panels Large ItAssHo Impact Resistant Scope of Evaluation: This Product FVshmition Repoli is being issued in accordance with the requirements at the Florida Department of Business and Professional Regulasoin FloridatBuilding Commstrison) Rulte Chatiptor F A. 0 tota' IT WG201-3.005, r ligare,vide acceptance per Method 11(d). The productnoted, above has bee Tasked riodtof ArvalfinsUni as surtirraraziEd heiarl" to show compliance with the Florida Building Codi& Seventh Eirlie.kin l2GE,[ni and IS, for the purpose Intended, at lisairst equivalent to That fetiquatid by the Code a bou of this Product shall be required fraroyfing perfireint Florida Rieldiry r,ade rnodifications or Re-inialij 'Ovi-.0LYs Substantiating Datas EX drawartEst #20-31543 titted '24ga (3alvanized Steel Simmin Panti RWEJZ & Non-HVEI shoots 1-5, A PEREElSIVOT EVALUATION DOcUMEN � - curoporad by Engineering Express, signed 6 seated by F,--.k S�Irirerdb I is an integral part of this Evalu-bon Roport A REP ORTS P , _QRTS Uniform ahvio structural Performance has been tested in accordance with TAS202 test Standards per lest Saporito #ST-ASG-17.001 by Slackwaler Testing. . Inc - a with TAS Large inni irripaot nosislaince and cyclic loading peviermance has bean tested in accordant; 201 and TAG 203 testslandiiiads per lest e*pod(s)#8T,ASG"17Oti0I by EllackwIl Testing Inc. C&_CWAT10Nj truc been Prepared which Evaluate the fIrcoluct based on oomponative antift lateral reTOILIS4S To qualify lho (else" design wilothil A 1UC S ETI47;in=L= 'I Maximum ARITARNHis Spans 2, Minimum Alkytiril"Spens 31 IIII[WITInum Sunni Separaticin 4 1 Anc htoi� Spi: cknq I 50 5 W 1 21 " Avsflue So E rE 1 06, DEERFIELD ETEACti, FLOPIDA 3 34 4 2 i95a) 354-0560 1 iti551 396 999'3 11AS1vDENGghCEFZNEE,TfAE,E...OA EirrinEcRIXCE.00, E SS COM i'L111_L1.­1L­ ­ .. �, � i' . / � / , 7 ,m , I- BI? r_-­­ ­ 'L I . Ir I ILL )�) I ­ - / I I I I'm'-, - li'll � I I 1. r ! I T ! i� _2 ,-, ­. I _/ I � - F ­-, 1 - 3 M - , � .4 ,1­11 A. : � -, I ;I �1 r I D I � I . I � - , - % It - W I, 1 40w, ,,, �w�7- , 411", " I � "i I= - ... -, [_�Lnat­11.1­1�1� , " - 1 E E 4UAO*Rlp.q x�� ­- � , . ai nv- � It , , , I - ���v'/t!fIr�7 m.r "/ _—1 1 . -. I -a.j 1 `FU-NITI[a - I � -� --t -- '_ I L2 ____ j - T� r- PANI., 11 11111,N� FIL i:L!: i TI 1",'12,LE %Tat'L y­HCY1i Aiillir�R)LIL IWI� I , :� kNE1 �� i rj?flLr ,L, ic L!T­T:t1i :�,A(�i:, cot;iil�: rmiii I �) IT F�1' i, ,1441: T `4`1L TT� 1"'C'a �,c, �i ,,I, I'd " ­ �,� 2/A'X��,' �"` - i,;'" - - - - lr'��!, ­ - 4' L"i'll 7 %jV9TCqT,,A D­,i , ACK . 11 _Te E I � . 1 0,�ATI �, Ir T,C� NrR', BAY ,7 �� �IF - 7Bt- � ­� L�7c­ I r ILAKEE!� ,-r T�,ii �� N �D,:__ _­j "'O PANo �.s A �- til t -I= � - n - - , � - �v - -W� � - - - K I: '. � L_LIL,!,:71Ti7- L� - . .� .. -.'.IE !--� ,��`).,t7 N S_­ ,­ ­�HE�*iaq OF , , - 1 7­_ I - �m P�l U1_1 i� _�, � I I _�i": � A� ­� � � ; IF - . N5 ALLNi7k,NS ,Qq _1 �NLI � - - , , 1T,, V,,,'�, WITT,- 1. ­­_J IFILOR[DA BUILDING 700f: Cei H-vt vekc-it Hy ­-u Z­. ? - 24 BASE 6ALVAII07ED EITE-Et KDERIA PANEL i � R.08AI PKITErTION PROMM, LMI ' ,` " --r- 1111 I Liffic 0'. G . ­�, hils - i_111t.r­ C­­, �z z 14, I 10 79 1 iI, �,,IjF, Thi0i'lls li�� L.�4�60t�':Wr z .-I 5 - � M , , . ­1.. EHLLI_L!� LLf L- - - ;OL,�_ . ..... I ..... . 4 .... . ., - 11�­��Lli �__ ... . .. .... . .. ... ...L., ... "I'll,li'll.11,�.11,11J..,.,� 11 __ - et Page , or2 MI Anicrican Shutters and cilasy - 2-IA"a Walvanizird stecl slonn Panolt No 3SIS ,rtcr"Sa in allo,tvableStrai bon lisfad in the design Df this Voctur.1 stipSTPRETTIR from gsazvrig IF Hot EFEEHfod fog iraholhAlons outside of Wind zorre 4and am -So Russ factittres impact Resistance., AL:CIIII,1111111&11] fill In th! Urge 11 I'LITITErt ResciNal Loti hERE neirn au-ThlorsVelted BE Proadenced 1 ri frovRensly lisled test reports), and As 0 atilitntlyininq design Oq 0fls product Wind Load Resistance This T TrAlud ties been Jesignetit to resint wiTA TFORSA as Rdicateiri lir the spmE_,hCdBS N An !fw Lospet clive Product Evaytiarbon CocAnTeLd ji E orgirreering d(aming) Installation This VOC)LICI Shall be inBC1111od k-- S-EKA =MT-fianCIE! VD411 IS respective PloductEvalLiation DoLaorner-1 it e !it engineen"drawmg) alicingwith MaipgrBiDrit, noted therein Product components StIvIll t* Of the mahmal snit-cifted in that product's resipecNe, POBd-j& ETTakwoort Document {i.e. anTriffaring drawart-il Limitations & Conditions of Use: - Use of this prockjc4 shall ­ in stAtLi ALLACcAr-cc With the respeclivii Product Evahlatio I]OcurrAmi) A Engineering drawing) as =red haimn, Arl sopporling host strUcti 51TABERbS z.BkjTcd lo t(,S.Hl!ia%r!stiI$enmlxlsofJ howitai unit &TIaTltv, -LT "male'lai I Eet in Itim product's re�pothoe anchor soliedule, VISTA Btl LITAimrO conthhormurnifitst'i ale nat icrBunlod Roar � I a product's respective alischal schindule shall be dwylItthod lot on a site. tpaoific TLAUBs- by a tryt 2 to EBB, L d 1�1' "sit prolessionall elicineel other Such damage at all times. All Components whir tire Permanently nailhilled shall be p ototTted against carrosbriL contanEnaiiort MITI The ploducl has tnAen des,rTned I.- use within and outside Ole Kgh Veltocils, Hioncanto Zono (HVKZ) R"IncCif.11 v, , ' - I 11!�_--`F­­ 7n. P- ar- � L ' .I- ���' Mn,;. - " 1_r' - ____ Frank I lenniti do PIL ENGINEERING EXPRErSS" RPFLIT04040 i ( vrr Auth 9885 ____ 195 160 5 W 1 2 ' " AV f a u E S id :1 E I 0 (3, 15 i _�- P'� I! L _DBE AC 11 _7 7071 .� A - !,ii 4 _2 . 4) -0660 1 (6645 " 39n_')99!) 154 T.A. 0[Bc11t-17N6E1FR1tS5 ,COM nirt­EXRESS_CO. -- _ ��,__i�.,111­ 1 1 J�­ ,�- i4" .1 ­i­111 - I" - , _.--,,,!"!�! - , ­"._r'�- ,1;11 z 1`1 11� �I'i. /­1111 "I _. .I, _4,1 F_Ai�1_11° __ � I I - - . ii , I _ -1 _ � 11.1 S - 1 �� -F 11 " t - �' , � 11 ,I , t E r � I u,�o � I I ­1111k, I ­ IL 'n , �',�_ ­ , /. / '- . '/ / �.� ,_ , - ---/ t,--- - -ILL10 'i­,W _ �_ --, - - L T q H� "T" I, MA&W I - Lu_'-L, ­­ iZ-'-L ;41 -I", 11 - - � � H cft-ITHI A011. 9CCnOft I I ­ - �. , ', i'll- -.1 �t - -, -­=- , ,- 11:11-111-ii-. _�_Ii7ll� _111� I -­11­1-i- tti NWrFr SH71IDN _y_ .1. - - ,_; 11 ­v'111111. - _­1_ L-, ­,­ T 1�1411 _4, , _ izti_ _< - _�72 Ir - [­ , T -1- ­tT -_ ­ ,-- ��, -, -x__z I 1- - � s. T-jAtLAt' : 'Q I "AW ­­v_ i"�-1 -","r,1_/ .- 1,­- `"ts t- /7////Z2/,�111!, - tA." r, , . ; L " (�'� , ,_&,��,_ :,L . , I ., " ­ t'lil: I I ` 11V11"F11111.1'11_�B1.T_1 :­­7 . L F"_- �191. 71, � :.Y. " - - -, * 0;5 - ­111:tL I , . ­ - ­­ , . ULLS�i -i '_ A - .­,W� ,;. , � 'Tz '.'1.T'_'1.1;� twi I I r�"L I e , � 1 V: / ­ ' � F - "...',," __ � T - - - � __ - - � i W � -z L��-,L� z�,­�­­jwL; ­tc-­ �111'1'%�l11 r, " I N, ­ �_� &Bp?kaot,_l bDN LKTd1CL,di - - ( ,�).�: NB ­-.­__- _, L ­ 1'11IM4,f�Z -It tr , - ,,, rT I g. as - - � . A 9D t; in I a " - - � w:B i ,> - - AE 1 1 I I I or22 I id W I - I . 9 I i I - -- . , A a �7 � An ,, , y to � 0 -� ; � " I � t X, 5 si� a M'A a! ,,, . fid �: . =25 - A 9 V - - H9 A. I I I 2� - V 41 5 A 11:14 LILL I x < __j I 20-31543 I r_- '51, :J',AILLAIIQN DETAIL ...E0R_Sf,Rjf E-Z , "' ""'""' " , ­­­ .5 ZQ,Q_Q � HAN�Q ST�QP -PAREL " T__ jNIQ ... :EQ..U.,R.LP-...�.-,L-QtLC.REIF,,.SQt4Q,R.�TE.. ,� BLOCK AND WOOD-51-RUCIVRES , ITS� T­ PQTJ1FV -1-11 •: I � ­0NCR,71 Cip COKWID, U10w. - j_ A 'L , - E`­L - 9 � - I. - -APCON � __ i­ 1� ff, --- �cx ev�vu 1 , 1_____�L - ; . i ,EEAC� 1 !�. � I I "KIERT' a 12' ,I C. � , 1, I I F - �/., __u, , - 71CAL!"o, -a 11 , ,i�, i iz I PFa!i4OnL A L . q I " A_ : I It ; I ! , ,�+L,��j,� 1 , , I - � I i I- 14, j � 9 , A : i I F E .1 . - - � 7' ] L - T t i i � I j 1, . t � I .1 - - - � ­­­­,�j � . T 1___i­­.,".­" ... I ... .1 � I ILI� 11 1 7, 4 1 J� � ­_ I." .... . .. T__ . .. � ...... .�� ........ � "; 1, � T! � � , __ � 11: -- - � . ... . ... A, 1, _', I OO,, :� ,� i ,qv, , � �i i/ I I 1 ;riZl�'11.1_ 01 �L_' P�U , 'I � � !�SIAAR`TLTIT. �, r; If 79 INA$$ !" s" � I �, I. itil" , _ -- � LIT LL TIPAITAU _ - ;� . , - � .[ . It - - - I � - -J - ptt� 1 . � 0 ­ 4, :,I,! , ,� I I , �L - - 4 To "'I `;S� I � , , .1 I I I . . f � 1. , � I . � I I I L _. ;� ,,I' w, I I � ( I I * ­ If I I z I - _­R�, -f !:?O Gi_"fSL 5 I I v I I - __ i --- - 4__1i71'AAkI:ON R 10 C:LIS15 It " I - - - - IT IT ,I fOk 1) � E) L � � r I 1: I . U i - - I ...- ..4. : � 2, - ;5 f - ,T,��&T . .. .... - 1137 _; _ij. .''Ii,, - I . - 11.1'� .� �,� � I I'll,"T' �!, I � 4'��',�,'� � , . I , , A�t ­17i'l. w 1`11::' � DO - , 9 4 - . � .1 L - I F I � � I I PLC, � A Sc � ,, Or -A a " - I 'I �g PLO POLLIEQ, . OTIVIT CA . i I � . � : :1,1 A aI,�Q �X:,NrLEVIE EIC,-,T I T, �UIRTID I - � , : WALL sly Is L . ' Z I . 1RK&1L'd_U_1A �"CAtV '1L/V­i' KAL7 3/8,1' _�L­ ,.�p 11 " � ,_ B - ,�c E IN, �,t I-.. . I %­�' A E I NSIALLA71CIN ARE ONLY ,W-D F&F LL%x 1 7z Q�LtFiislf,tj = = * 11 I I ANEL LXL45_� HE 2 �15' - 1 � I I. = C z I z a rt - N 0, 4 4 1 6' '� -_ I I * : ­jF �z - i - '­. I I -------.- '�11 F RL_.'51LPE TETTINC,; ./- 4T,)_0 p.�F. AJN` -'- BIAX _:`­ 7.1 �- -, "-.,y f, � , - 4,� t H __ - ltr�o � _�� I __- I =' JUEC07147 - PANEL IETTE7H FT,R iqeh, rRAME CDOI-Kur�70N; W)W � I � . , -tw-i , I 7 I � c ,C I, HU, � Li-,,,�,.YiB��!' 2 oli.tT., VETERE, ) BE $013TWRT T FINE 1A, "111: �R, B/ 'TtEcIlt L5 -- 1�1_L -,, , "Ill I . 1114:i �, , , Iz�P T� - - , 60A - , ' O'� � L,A'L. Nw, � ,`B�.71_1 I - gp-.2211,�11111A,� - , � -, 1­!,i�1*11111� 11F1 ': "Ll �11­­1.11 , , DIIT�SIT'T �'�E, OE E�JLJ6� - , - - --- ..... In,, '4 I - ' Hoy" � - -1 I 1: 1 1:1 ITN:� I IT &­,� I 11-1 fl 11: ­­ - - �^ 1� -....-.-.-.-. ­­­ --- _141tt.14: . . ....II",: ..11,:�,.I,�"'ll""I'll""'ll'..'I .... � ... 1­1 I ... �_ I - ALL AMERICAN SHUTTERS AND GLASS 110 , NON 24ga GALVANIZED STEEL STORM PANELS "HVHZ & NON-HVHZ ) it .,?V ----. 114RDTH LINLIMETS 1--iPEW TO- PANEL 9AAB___� . TYPT AS REQTT) TrF AEALMW (CLEAN -.TY I N CRIFIG)INAL ,T��,,T S Til n , � - i I F ­ pi`xll_ VILTH OtAsdERZET, I E / VITAIGNITSIAE1015,10 I 1 1 A" �, uk E_-,-� AS 7,u H " P J4 i v,z f -1 I I � 'rABLE) � Eg It APPROPPITIA-FEE EAN - , i , ! 5 9 .-' I PLAN! 1A EIV V'I 0 a .f4 I II - J I ----T I PC T - -f - 1 - � , 111111 � -, . 1 j 01 _.:;,- I 9 . L J. 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I., ,r, ± Al ��U � ,�tf, ��_ Ez i�d' .1 'i"t.-MI: 41 "IWDNIIRWG 48 - 117 � 1sx. S.D.. 50 . .t 6125 IQ Y ; _ _: 4.7" AXI ."_ 6,25' '1K, _11 12.3" 4.7" 44- . * so A?. I " - . S i4 r , 47. ..2w, ' p ALI, A� V 4.7" 4XI B-24' 12'�T* 4.7- 40' - , , ww" �� rr . ?" 40- - -- -- . - .. ANCHOR NOTES: L . REICHOR SCHEDULE APPLIES 70 ALL PROC41CTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE AWNCRSPAClNG. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 511,01. APPLY. 'MAT 5VTERAK4D4oR501EM�EEIASIEDONPAr*LFA5TENEFkZPAC Ni THE EX;STIMSTeticTURE it ANCHOR ERIAL� TYPE SELECT DESIGN LOAD GREATER THAN CA EQUALTO NEGATIVE DESIGN WAID ON SKUTTEIP AND �ELECT SPAN GREATER THAN OR EQUAL TO SH Unt SPANIS RILS-7 C11104 TYPE BASED ON APPROPRIALI-E MOUNITINC CONINE, , CONDITION (SEE MOUNTING DETAILS On SHEET 2 FOR DIFICAIOF OCIONTENNPE) IPANEL FASTENERS 'ARE STUDS II IN CONJUNCION WIH ALLMUNTLNCE IRuStOFOT ('F-TRACK,STU[RDE-D ANGLE, ETC USE 6 25-O.0 RAINELFA57ENER SPACINCTABL-. VALUESDOR ALL W- AND 'W-11EADER5 (LWAUDING EL3LDOU1 COEMD'ZONS�L 4, ANCHORS SHALL lat WSTALLED INADCUILDANCE WITH Ks"UBACIUR595' RiiCOMMENDATIC0115, 5 HOUCIN IIELOCK K*T STRUCTURE 5HIALL CONFORM TO ABTM 430 SLOCK. 6: MM41MJH EMBECENEW SHALL el All riOTED To ANCHOR SCHEDULE , ,I _K, AND OTHSTL VI ALL 7 MONIMUM MAULDMUST AND EDGE DISTANCE EXCLUDES SITUCCKI IT Pit, FALL FINISHES. WALL FINISHESSHALL SE _flMBEQ TO 1/4' MAX OR SHALL E I VERIFIED BY oTiTERS ro ADEQUIATEIT IRANSPM LOADS TO LOST STRUCTURE. LIFE, 0. CONCRETE AN HORS NOTED HEREIN SHALL BE ENSIEDOW rC, UN-CRACM k,X) NICRETEONLY. WHERE EXISTING STRIr-TURE IS WOOD FRAMING, ITICISTING CONDMONES MAY VARY, FIELD ?Iilsl" TW, R45TE-NERS AM I TITO ADEQUATE WOW FRAVING MEMBERS, NOT PLYWOOD, FASTRENINES TO "YOOD 15 AL ICEPTABLE ONLY FOR SIDECLOSURE PIECES IS. WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER ShI BE LOCATED IN - WNEINAL 2' X r I W11.3 WOOD SILID " EDGE DISTANCE 15 ACCEFIA91F FOR WOOD FRAIMILING1. VACCO STUD SHALL ELE -POUTHERN PINE' r-0.SSOIki:REA=rER DENSITY. LAG SCREW SHIALL PHIR LETTS, PAN HEAD OR HEX HEAD, L I RFEMMVEAVILE ANCHORS ARE, DEVALT PANEUMAYEE, ALL-POIN[TS SOLID -SET b SRASS BUSBUING L2. MOHIPIE SCREIVS SHALL HAVE 1tr IMINIMM ENIGAGIBIENT OF THIREADS I EFDO THE BOSE AN AM MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CAR WAFER READ (SIDEWALK BOLT) U.N.U. 13. "'I'MiROGNUM EMISEDMEM AND EDGE Cr,TANCE EXCLUDES STUCOO OR OTHER WALL FINIPSHIES, 14, = DESIGNATES ANCHOROCCIDITITIONS WHICH ARE NOT ACCEPTABLE USES. 15� * outer-T MAU NYING CONDITIONS. it LINEAR INTERPWTIC44 15 EXJT PERMITTED FOR USE ATTIB THE ANCHOR SCHINDULE5 LISTED ON THIS SHEET. A"n Z3�tiviz, - ­1� &___ - - . , - Be I !2. . - surn I I �: in 1 , e 1. I ku� , I I . I 1�i � .;,-- � - I'< V 1 I 1 : 1411.1 1 - !! Lo- a , M 0 of I - " C, IR BE N � - (n � U - z 1 4 R :1 d 0 � �Q M An . - R1 X i 1 I � , . I AE R - W in 3 t g I 1K E I FE < :1 < 9 I p il - - I dil I 20-3154a I ____ - _ 11:R _j _11BBBBF (1) (1) c— C/) -0 q) —00 > 0 (1) r--+- z --I _0 L_ W (3) L_ 0- 0- = 0 L_ 0 C -C cla o_+BBBI` -0 a) — 0- (n (33 (D -0 0 0 -0 - — -0 C 0 = L_ EL -2 = = -2 (1) 3: C 0 C13 LL C) - > M U) -0 Al U) E=- L_ a) Cz 0 L_ 0- C - CIO slo. . C - _1IBBBJ u) 0 - < Cn-1-0 L. (D (D (D -+--a -+--# C = CIO > 0 L_ U) CL OL < (D 1 0 C = -0 M L_ 0 (D L. U) co L. 00 = W �E < z z < _j 171 SHEET NO. SH 1.5 FOLD LIP WEATHER A RESISTIVE BARRIER & iVFATHER RESISTIV11 TEMPORARILY SECURE WINDOW UNIT A GREQUIr "EMENTS 3ARRIER FL SHIN" DOOR ROUGH OPENING C_ WEATHER 14; SLOPE co RESISITIVE 03 in: 12.0 in R703�.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope ShaIll -10 > C- BARRIER WOOD FRAME CONSTR. (0.6 cm 30.5 cm) include flashing as described in Section R703.4. (D 0 EXTERIOR SELF -ADHERED FLASHING -- TAPE 314%1' BEAD OF CONSTR, 0 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING (3) 0 OVER RIM JOIST AND UP TfARESHOL I) OF DOORAND CL -WRI4 LIP �J R703.1 -1 Water resistance- The exterior wall envelope snall be designed and constructed in a manner that prevents the accumulation of water CU -s CL WALL BY 6 IN, R E -,JAMB f," L� E LIQU! D EXTERIOR NAIL URAND UH bQUAL WEA I HER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING —CEMT. FIN. 0 WEATHER BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C SEA F-ADHE RE D FLASHIN(3 RESISITIVE ja — �4 2 BARRIER "I C 6 SEAL TOPS Or JOJSTS---� )A.11RE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING 0 (SEE DETAdL WP07) SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, C 0 U_ SELF -ADHERED FLASHING 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'r Other 0 -A.- approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt > E 0 felt or other approved water -resistive barder material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST 1. Cut, fold up & temporarily secure wea er Cf) HEAD FLASHING TIE-IN NSTRUXTIONS res�stive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 "+0 CU C:)- THESE DETAILS ARE GENERIC AND flashing installation !E MEANT TO SHOW GENERAL FLASHING V" < 2� 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 -1 11 IN N AND WATERPROOFING METHODS TO weather resistive barrier sheathing, shall include a water -resistive vapor -permeable barner with a performance at least equivalent to two layers of Grade D paper. The BE USED. 1 Fold weather resistive barrier back over head P2 Ni flashing and Seal with tape individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK �- SECTION A, W 1"N102 CEMT. FINISHSILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTERWEATHER REVSTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, EXTERIOR SHF�NiTHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING ......... . 3w'-1" BEAD OF CONSTR, INSTALL SLLF-ADHERED NEEDEDINCORNERS ASPHALT ADHESIVE ADHESIVE ADHE SIVE TO illi,AIPPUED LINDER THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/V'CEMENT FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE I­--SELF-ADHERED FLASHING____�' shingle -fashion or in accordance with the manufacturer5 instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER FLANGED WINDOW LIP JAMB 6' USE LIQUID NAIL BRAND CAULKING (SEE DETAIL WPO used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the -ATHER PRO 12 MIL DRYLOK CMU -MASONRY BLOCK OR EQUAL WE REFER TOTECHNIGAI. EXTREME SCORED entry of water into the wall cavity or penetration of waterto the building structural framing components. LETTER ON CHEMICAL RELEASE 'PAPER WINDOW COMPATIBILITY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed atthe juncture with FASTENER SELF -ADHERED FLASHING -c 1) SEALANT AT SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO 1XPOSE 4) SEALANT JOINT WINDOW BUCK TO ADHE SIV E AS 51'rINN) contraction, ASTMC12811, AAMA 812, or other approved standard as appropriate for the type of sealant. Ftuid-applied membranes used as Vf�RTI CAL UP' F OUTSIDE EDGE OF MASO1qRY WINDOW BUCK------,, BOTTOM Of." flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 2) SEALANT 51 SEALANT FRO INSIDE EDGE OF 4a WINDOW FRAME WINDOWBUCK SECTION -A (SEE DETAIL WT,92)_ 'K ACROSS fflINDOW BLJC 'I 'I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTENOTO WINDOW FRAME �0� MASONRY ATTACHED finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings SELF-ADHEFED FLASHING PER CODE - 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 SEA ANT REQUIRE'NIENTS 2� BEACI BRIDGIN(A following: WINDOW CLADDING AND FRAME 3) SEALANT WINDOW FRfiAME T NAILING FLANGE SELF -ADHERED FLASHING (5) 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration WINDOW BUCK ALL THE WAY 4 manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING SILL, not provided, pan flashing shall be installed at the sill of exterior window and door openings, Pan flashing shall be sealed or 2 SEAL] OPS OF JOI STE 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER BOTTOM NAILING UNDER DECKING drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 8. (SEE DETAIL WPOT) 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS C6 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1 .3. In accordance with other approved methods - FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WPU""5 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAfAA 200, FMA/WDMA 250, FIVIA/AAMA/ WDMA 300 or FMA/AAMAIWD MA 400. 2.2.At the intersection of chimneys or other masoriry 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. Ground 4.4. Continuously above all projecting wood trim. AUG 2 4 2022 0 SEEATHING 5, �)',Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-fra,me construction. "': Z±= 6,6.At wall and roof intersections. -in gutters. VIRTUAL Water Resistant Barrier 7.7.At built ualt JAMB, SILL AND HEAD DETAIL Lath lans I iT SEELF-ADHERED FLASHING anc;C APPROVED SHEATHING —Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL for Cori' APPROVED HOUSEWRAP PATCH Stucco STRL ICTALATH TWN TRACK 25 FLASHING AND WATERPROOFING METHODS TO B�E USED., Edition by V4"CEMENT PLASTER 12 MIL (rnir) DRYLOK EXTREME APPROVED FLASHING TAPE 4 2 F\--7-/DOUBLE 'JOIST "\r SEALANI SCCKET WITH 7 718" Cement Plaster TOOLED APPROVED SEALANT in accordance with 70 Cement Plaster SINGLE A WOOD BEAM Foundation Wall 4 ASTMC926 in accordance With V SELF -ADHERED F 4 LASHING _A, VOIST SELF -ADHERED FLASHING ......... ASTMC926 BELOW A ......... . Felt backed metal Felt backed metal 2 lathe in accordance 3'MIN—'/' SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance with ASTIVIC 1063 FLASHING FLASHING Building Paper Building Paper, AO Alk 7116* O.S.B. sheathing 7116"O.S.B. SCS 01602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing FOUNDATION WEEP SGREED Metal EXTRUDED SHOULDER DECK iois"r WR07 OU"I" SIDE CORNER WP08 WPUV Flashing AMMONS" Weep Screed Installed As Per 2x FRAMEWALL---, Manufact. Specs. U SELF -ADHERE"' FLASHIMCI Mainlain STRIP OF SAF LEGEND Stampede or similar Bottorn of SELF ADHERED IFLASHING (SAF) cauk bottom PRODUCTS DETAILS, TILE FINISH DRAINAG-E �!)LANIE WPB DRAINAGE PLANE (DID) INEATHER RESiSTAN F Weep Screed joint only BARRIER (WIRB) BONE) BREAK WEATHER RESISTANT BARRIER 1 1/2" to 2" j - Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUR0-CK------______ > BOND BREAK WRB SELF FURRING (SF) LATH Above Roof PER THE FBC RESIDENTIAL 7TH EDITION (2020) < PLASTeR ACCeSSORY Sheathing Installed As Per SF LATH SHEATHING,'OSR', PL)nNOOD. DENSGLAS�S MaTlUfact. Spejus� 1'41' PER PLANF� v > Detail Instructions WRAP DP WRB ONTO V-0" PER PLAN THE VERTICAL 1/2" Cementitious 0 Refer to the number marked as in each detail that corresponds to the Cement Plaster Decorative Finish SURFAE:F TO TOP OF in acc�or�dan numbered items in the list of instructions, below: FLANGE AS AN AIR �e BARRIER with AS'T'MC926 All inside and CL 1 Install seff-adhered flashing in order as shown by numbers SLOPE —3- 11-2' INC H FLANGE over wood 2nd outside comer "if N 8" CMU f9a, floor < 11+ need to be miter 2- Install flashing and weather resistivp harrier to form water'.qhpdding -4 laps 4"' OR 8" CM U --- cut and caulked all (PER SEAT DEPTH) --- Z STRUCTURAL FRAMING butt joints need to 3. Self -adhered flashing can be subst4uted for building paper Z < bmaulked using 4 Split the release paper using the ripcord (Split release ondemand, FILL WITH GROUT CL V STRUCTURAL SHEATHING ; Stampede or- Sim. Lu L1J PLASTER STOP embedded in the adhesive layer) - for ease of installation and to TI IIS GAP IS A RE$1_JLT0F 0 caulk for all minimize scoring cuts C- NATUF�IAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. 5� Remove all release paper W standard installation instructions and CL __�_DRAINAGE PLANE VIRB LIJ CONTINUOUS BACKER adhere to substrate using a square piece of flashing material (6" x 6" ROD & ��I',FALANT DRIP SCREED PLASI It BOND BREAK WRB W ACCESSORY ULI Minimum) SLOPED MUD BED-� C/) .4 6. Fold as shown by arrows __ , , , — M SFLATH uJ UJ co 7� Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 'VINYL SHOWER PAN 0 Note: 4 . Mechanically fasten as necessary F-4 — , 'i —1 1. — — - - PE The building paper and metal lath must be 4,_ Cement installed over the top of the weep screed. PLASTE _R STOP, Plaster Z ROD over block —CONTINUOUS BACKER A SEAL -ANT 1 st floor Z CEMENTITIOUS FINISH < SHOWER SEAT SOFFIT/CANTILEVER ------ WEEP SCREED DETAIL SHEET NO. W IF W P1 1 WP10 SCALE� NOT TO SCALE Pi 0 W1 In