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Home My WebLink About36582 Smithfield LnN 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 BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING READ - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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 ❑A = STAIR CALL OUT = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL q OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 -2SHEET NUMBER ARROW SHOWS 3 ` DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13<--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-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. L E N NA118M LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS Al COVER SHEET FOUNDATION PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE A2 1ST AND 2ND FLOOR PLAN 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 EXTERIOR ELEVATIONS & ROOF PLAN 5.0 PERMIT COMMENT REVISION A6 1 ST & 2ND FLOOR ELECTRICAL PLAN 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO INTERIOR ELEVATIONS STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO 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 OCT 2 8 2 22 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 jj ECHVL DEC I5 2022 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIO-RAEL18=7177HE 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. C N N 0 N azz- LO 0 00 z �bP CIO G W - �yy p a q W z �- N N LO n E > Or, o Q� 0 � (-) N t� n V) U M r o 2 O 2 o �- p�a U6 —t }< • V) W Q .� in L 0O Eoi W W W ❑ LLI ui w p F- wtw-Q W�_j �QgQYzW z of O QpQ�QLLUpOJp U � � <0X ZW�p� O❑LLJQ pWXW0ZtyoomZ2�U 00 U O z (� 05 pa>cnww��LL�Qp�� a<0WQFnzWz0W0 W Q~pw gFF- �Wa20 O z Q =O ❑ Q LL LL f O O (V OW f-' O in O Q V CO Ln 2: V LL � aCL >-Q00 LU r 1 O � N N O N , o CV 0 o 00 O T— � CO 'r- 00 'r- o N 0 0 04 04 O N O N O N CDO N N O N O N 06 N & O i o d> i O i 00 O i N A 4 0 � 0 p� 0 G 0 O O N 0 OO ' L N��- � O N o MIT O CD V7 o O CD ti LO 1 07 CO U) z z - z ° 0 W <n 0W~>UF- OQ �o oMI— oLU V, -0 WzQ-0 � �m0z = Z r=1'►h v Z j J }"2zof ,—I z z d) W t� O inz O 00 U�zU) z T �QO z U a Oo F. W a% Z C S Q W LUC) It p LAST PLOT DATE Jul. 15, 22 Z 0 J COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. M ~_ oo S3 12 ELEV - 0'-3 1/2" mf-n" ri 1 6' X 3' 1 1 -j. 5'-4" 3r-4" 3r-4" 3r-2" 5'-2" 5'-0rr r A 1 Alt 2' -0" 1 1 HB Ct 4 Q QI Q d a A 1 2 1 I B 1 1 I d B I 1 1 o I ' N I I N 1 I d 1 d I n 11'-2 11 -7" 6 7'-3" SINK 1 LAV CJ -_ — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — 4 � � - m -I- — — — � — — — ----- -�--- --- -- --- d 6 • a a a O O �� 1 I - o 4 LL I w r 15'-3 3/8" 5 5'-3 1/2"Lo j I I d I � � \TI- � � �� 1 c-v �� 71 ----_ -- 0 1-813 �� Irl N 1 4-1N 10 II 11 ELEV. =U- U� I II ICJ ' CV 2'-' it ^CC zo 1 W 11 13 I S3 1 li i 1 B 10'-8" 9'-10 7/8" 1 1 CJ D it 1 �' d — ---------- I d I I 1 LLB I r<] L J I C�01 1 I 0a d a d� d J I I S3 UI 3-1 1 3-5 C Li❑I❑ — 1'-0" 1 d d dd C3 1 d E3 — — — 1 1'-10° 10" 16'-0" 10 1 1 7r-4" " 1 r -'AF - 21, -Y A" 8,-8" 30'-0" 1 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0„ ELEV (-) AF 0'-3 1/2" A7 = " U 9 !z b0 n v O O N a ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP), 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL d = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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. V KEYNOTE LEGEND KEYNOTE ANNOTATION (/ 1/2" DP X 9 1/2" WIDE RECESS Q 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER 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. OB MONO FTG 20" x 20" DP (3) #5s CONT. l`J PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. OCT 2 8 2022 \/V\ Virtual Review Assist, Inc. Plans Review completed and appi for compliance with the 2020 FBC 7tl by Debra Anne Klahr PX2300 N N 0 N LO r e o :y r ao `r e �a3 w = uj o z W o L0 F > O 0 L '= '0 r? U Gi ) C'6 U -Q W ch A� _ r co D O U O VJ a. O U C) Q s u�- �tn }:* U w Q:;� o EM i I� D a W W Ld U W O F- Wes¢ (Y2-1 W� zW z QO�—Ji��—V0pO_� U Q c1X z oZ o �¢F �°Woz WW Zz 6 OO U U Z C� 51x cnWa>zWW LLO'¢0X-i �¢QOwQ�zwzOW000- � ¢O W �� W p2U ¢ OW Q Q Q z§¢ LL ¢ O ¢ LL f O O (V Ow V) -j r*-. � O `M O aVMLn U LL n 13�d rij aa°O U z I— LU W J 0 �-o N N O N 0 N O O 00 C) (0ao r T-- o- 'r— C) N C) C)C- O N O N O N O N O N O N O N C6 N C6 O O O 0O O N M i 0 0 0 N 0 O C O ' L NL0 r- C) N C) M--T CD C) t,S') CD 01 CDi ti L ' 07 M (� z z zLLI O WU�> C:)-� ~WW2 —0�— W�a �� z Z � ~co0z F— W �,. (=f--=z �/ Z j J z x � Z Z LL W OJ2z O 00 U�ZW z ,--� m Q o Z g U U Oo m z Z J W N @ LAST PLOT DATE >O Jul. 15, 22 Z 0 J FOUNDATION PLAN B li — T �� .� 1 �i ..i�'• t �lFd:J, rl�l;u,'I ri:! li _�, fl 30'-0" 10'-0" 14'-8" 5'-4" LINE OF ROOF ABOVE NOTE: SEE SHEET S-11,12 '1873' 9 FOR LINTEL CALLOUTS & < CONC. PAD DETAILS A7 3 1 /2" o °p "' N SH 35 HD AT T-4" ~ HB 5068 SGD I I I 00 DINING ROOM FAMILY ROOM "' 12'-0" X 9'-5" IT- 11" X 13'-3" i o 8'-8" CLG 8'-8" CLG I .- 7 5/8" 2'-4 3/4" 1'-11" T-1" 6'_9" 4„ 11 5-11 L. 3'-8" ol 4'-8" B 6" PLUMBING `Q 2X4 KNEE I I NI S6 STACK WALL N WALL, TOP °O r AT 34 1/2" CARPET I REF TILEIL n u L — — — — o�ooO I KITCHEN I I o DWI I SINK W/ 14'-1" X 9'-6" a 3 DISPOSAL 8'-8" CLG W I 2068 J S6 N2AJ7� OOD/ RANGE PANTRY O � oo� _ 16" 00 4 e' N o L4 SH N I v =DP PDWR RMI Lu iv 4" INSULATED 8'-8" CLG j a \6) Q PROTECTIVE BRG WALL— 20 MIN FIRE I D S3 BOLLARD RATED DOOR W/ WEATHER STRIP — — — CC LINE OF S3 — FLOOR 4 INSULATED ABV BRG WALL 42" H. 11 LOW CC 10 SLOPED S3 WALL 9 TWO CAR GARAGE ----- 20'-0" X 20'-1 " $ 7 6" HIGH - --- CONT. 6 FOYER RAILING D S3 5 ----- 4 CARP T LINE OF GARAGE IN ----- TILE — _ _ _ _ _ _ r OPEN POSTION _ _ _ — 3 211 cV UP r SH1/2 34 it I v A / H AT 7'-3" n I I � \ H 1/2 3 " 3 2�00 HD AT T- EMP.GL S oo 4'-9" Cl) 3 16070 ENTRY LINE OF i 8'-8" X 4'-4" STRUCTURE ABOVE 1 2'-8" 16-0" 2'-8" T-4" 1'-4" 21'-4" 8'-8" 30'-0" FIRST FLOOR PLAN B 1 /411 = 1'-011 I F__ i II I _T 7 5/8" r V- aP N N NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '187T FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 30'-0" TOP A 81TA O 27'-1 1/4" 2'-10 3/4" O q Eo IN I SH 25 ~ Q SHWR HD HD AT T-3" I & VALVE EGRESS R & S (4) 16" t V- �— DP SH I 2068 BF N O T WIL 2668 OWNER'S BATH ' L0 6-87/8" �q, 5'-4" OHO U I in 4' FLR A7 B LINE Co � OWNER'S SUITE N 14'-7" X 12'-8" Ico_ S6 W.I.C.8'-0" CLG I -1 0 �I aoo TB r c WATER j S& R CLO SET00 o N N R& S (2) 2068 BF TPn CD N BEDROOM #2 J 10'-11" X 10'-0" S6 8'-0" CLG LO N W Cl) T_¢� ow 2'-10 3/8" 2'-10 1/2" N 4„ 1'-3 1/2" 00 6" WALL BATH #2 7 A7 TP TB R&S 3 — — — — — — A3 (2) 2068 BF o N 0 M d- 2 m � W � _ Q TIE BM Kbk AT 8'-8" �bo m00 w H Q BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG r I ' N LOFT I 14'-7" X 9'-1" I - AHU 8'-0" CLG IX N' Q A/C RETURN ❑ UNDER DOOR I I = 6S2 3'-4" jr 2'-11" A3 '-2" 4'-10" I 3'-8" I � 4'-115/8" r, o i68 W/S AT 6" 60" AFF I ^ I F22"x36', I _ DN ATTIC UTILITY _ _16 � 42" H co 8" ACCESS aa�� 2868 6 L 15 LOW N FRAME w Q -- -14 WALL WALL w IL A7 8 U CHAEN D ----13 1�.] 42 H SL PED 668 LOWOX 11 WALL --r DR ER 10 VENT AW R&S 38 PEN TO (2) 2068 BF BELOW 6 36" H. N CONT (4) 12" 5 RAILING DP SH ---- 4 ---- 3 �o 2 1 C�) 0? I I � BEDROOM #4 9'-10" X 9'-11" 8'-0" CLG SH1/2 34 00 HD AT 7'-3" 1 8" � RAM E / WALL / 1 I \ SH 25 SH 25 4" HD AT T-2 FRAME EGRESS EGRESS WALL 5-4 3/4" 10'-8 1/2" 5'-2 3/4" 4'-4" 4'-4" 21'-4" 8'-8" 30'-0" 2668 TYP. SECOND FLOOR PLAN B 1 /411 = 1'-0" l- 9 A7 N 3 A GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL © = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE [A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 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) OCT 2 R 2022 Virtual Review Assist, I Plans Review completed and for compliance with the 2020 F0_ by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N 00 N ti LO ( s; Z W r, O W Q nV) o ^ o W L \0 °? U (] � N d N M N V co ri E r o O 2 o } o O Q z(61T< •V) W DL c n \ c� 0 E V V -0 �i-a LLJ LJJ CD LU ❑ LLI Uj W 0 W~Q W2� W2Yezw Z =� O� W_ LL V 0 0O J O Q U Q I- � aRE U) J� QOX ZLL V-�Z�_❑H_< 0cnaf§OZO�00mZz v (� O cn Q Z J�d�ZY LU ❑ZZW QW °fin-'. Qow°��-�W23Q2Q❑¢ O� 0 O<zg Q O Q tL F- u- f O O N O W 1-- ,>, % O ro O Q d J Lr) LL � In � a00 ,zUl— W W J� 110 N O N 0 N 0 O 00 O CO �- M � W 0 (V 0 0 O N O N O N O N O N O N O N O N O O O d) (2)ap CV A 0 ,' 0 O 0 O 0 O O N o O C 0 N Lo i N M IT L0 C0 ti L non (� Z Z o owin O o Q Q 0 0 a- d 2 2 -0 Z zwl-P m O z l=n V o I Z J �2ZW Z Z W 0d W Z Z T__11 �QZ0 Z U U � O O W � z Q w W _Z Nr C\1 0 V_ LAST PLOT DATE Jul. 28, 22 z Q 1 ST & 2ND FLOOR _ I PLAN B A3 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. 42" H. SLOPED STRUCTURAL LIVE LOAD @STAIRS.LOW WALL Az z =40PSF. z - - - - - - - Z - - - - - SEE SHEET ST z / FOR STAIR DETAILS z LANDING (3) 2X12 STRINGERS a,x aae . a e STAIR SECTION 1 /2" = 1 '-0" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 1" NOS RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL ti STAIR DETAIL 1 /411 = 1'-0„ SEE SHEET ST —(3) "LX12 5 1 KINULK 0 LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ T/VVALL W O z W W U) 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. WALL SPLICE DETAIL N.T.S. OCT 2 8 2P72 \/V\ Virtual Review Assist, Inc. Plans Review completed and appi for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N "4 00 _ aAAAQ z g Q .y W z Q tno, O L E > 0 o W L () N N 7 V -0-0- w a C /• .E s Nj j0 20aM �.� 0 O U LLo ° Q a� Q .N O� � q q N V w W 70 C� L cO C co ( Oo a) W W n/ C� W O F W 0 H WFW-Q 0�-j WQ zW Z O QDQ�<LLOe 0 O <0T<J L.L Q Q I--. ? x J Z LL W LL Q Z Q 0 Q OcnE§OZ0W00mZz U 0OQ O Z �Oa>zy0zWz2W001 -�<OLLJ z��c�oa w LL n5 0 W � F- F- � W 0 Q Q D 0� OQ LQ O <LL b O O (V z 1U > U.)�o 0 �M C:) z Q (j) M L0 V) LL d - LU ro a>-a00 zU� w W J� J N N O N O N O 0 co O CO o0 00 O O NO O NO O O O O O N O d) 00 Oi N M di 0 T' 0 i O 'o O o O O N o O 0 O Cn NU-) L O N O M O CD V7 CD O CD L M (� Z Z o owi-n O � - W0E-> c,o�0 O Q �Q OWW2 Z ZW�F- �co02 = '=n0Z V J z � W of T—I 0_Zz W Da2Z MN w U) Z (1)0 z � EE FQO ry � Z U v g 0 0 Z A3 Q z z w J W N O r LAST PLOT DATE Jul. 15, 22 zI.-& J DETAILS i I O N N 0 d '!t M O ;T coQ t o a F ins LL - V-11 1/4" 2'-0 3/4" --\ cv -u FRAMED BY BUILDER W - LL. _- _- � II II II I .o. FT1 L -- --_— — -- BEARING HEADER JJ BELOW FT4 FT5 FG1 , A , W 0 LO F- LL N ao o i14 II II II FT6 II I I I I FT7 FT3A BEARING WALL O .•. ® N. I I LINE OF II FLOOR N.II ABOVE N.II --- FT7 NETS ON -----TO I F FT3A I I I l II II II II l II II II II IL L_7 SH1/2 34 HD AT T-3" - N rn BEARING WALL i I FT2 7 � I� FT2G f 1f FT9GE � M1 4" CANTILEVER FT8 21'4" 8'-8" SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1 1-011 NO 30'-0" CJ 1 co Cl) CJ I �j U') EJ7 LO 21 0 '�/ CJ3 CJ3 CJ5 CJ5 U=1016# U=1015# A5G /A4 A3 A2 F/ ao la ti Cl) 0 N ATTIC ACCESS A2 A3 A4A U=1302# A6 CJ5 91 CJ3 q W LO (j \33 CA B2 \� U B3 v CJ1 21'-4" I 8'-8" SECOND FLOOR - ROOF FRAMING PLAN 1/4. = 1'-0" REFER TO ENG. PACK FOR CONNECTION CJ5 o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irtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. 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-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. RUDE LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BOLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAI" II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA F°DC 2920 'I°PI 2()14 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF NOTE: DO NOT CUT OR ALTEP. 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. 871-293-9487 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 z— Labeled End Mark HANGER CHART b, = HUS 26 (SIMPSON) d d = LUS 24 (SIMPSON) = HHUS 46 (SIMPSON) J L = THA 422 (SIMPSON) HEEL= 4-1/16" 12 5 �12 2X4 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS DOCUMENT. ATTTE NTT O N f DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' to W Span 30' Span or less Spreader Bar 60 degrees or less I 1/2 i 2!3 to 1/2 _ I Ta line span approx. Ta line span approx. REFER TO BCSI -1131 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. ROOF DESIGNED FOR SHINGLE ALL REACI°IONS OVER 5900# AND UPLIFTS OVER 1()00# ARE SHOWN ON ENGINEERING. WAIT KEY LOAD# DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01/15 RA01 LCTEXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 -:]CARPENTER G� CONTRACTORS fly OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 338BO PHONE;( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOLIES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2 1871B ALT DESC OTC LOT BLOCK: DESIGNER PAGE . JMD DATE 0701 2015 LAN# SCALE .N3191339L 1 4" g'=1' N N 0 N r` LO 0 w LID Q ® 4 W m K � = Op fi w z K E � W L r' o C'7 (N N V -07� /1 E s.. t M V/ 2 O 2 o Tl1 V_! 0 � IS�- o � Q u o .nV) O 5,# V Lu Q-� c co E W L m N -0 a W o� Wpi- W W J W� O W I— Q 2ZJ Y Z� (DQ QUCJX��l� �� pw�LLVOOJO QQ Z pLL —Q F- < Oz �W 0U)OOROOm �WW V3 W W�WWQDo� 0z W�Z Q W 6 oa0WQozWOWWZ�QQ QOW <OW �0¢�< -a o LLa • O O N z w O11.- H � 0 z �M O Lj >- Q Q 00 Z F- z � W �C:) �O J N N O N 0 N O O 00 O CO 00 00 O N O O r 04 O N O N O N O N O N O N O N C6 N On O O 6 O 00 C N A r 0 6 G O O N O C O •L ' O-o000O LO 1 CT COw z z O V owv) W F.. — o o O Q U o ry Q M -0 ~ Oa=a LO ~moz H =F- =z �— (DZ> J Q 2 %-2zW rl` a Z z 0� W N Og}W 00 mzm z �--I z Q O Z U O"°- O 00 z Q J LLI _Z LAST PLOT DATE Jul. 15, 22 Z 0 2ND FLOOR ROOF J FRAMING PLAN B hA 111 12 ROOF FINISH PER 125 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0„ ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 6 3/411- 11-011 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS o METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/411- 11-011 6" 4„ 1 "I "i (V N o o EPS iv FOAM Z� BRACKET DETAIL 8 If-1-0 11 1 5" CV fV o= o00 EPS i-4 FOAM N BRACKET DETAIL 9 91 1 -1-0 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" 12 T.O.M. 15 METAL DRIP EDGE (S) A23 2X4 FASCIA ALUMINIUM ., 2,-0„ WRAP A23 ALUMINUM SOFFIT ��(S) _PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 I I LEDGER DETAIL 11 3/411- 19-011 8 i — CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE /-- ROOF 12 15 6" X 1"THK CEMENT PLASTER BAND 16 X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU IF 1'-3" CONTROL JOINTS <h z= zO o W N = 9 MID -WALL WEEP SCREED CONTROL JOINTS ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1'-011 12 �C` �5 5 Z= M 7/8" STUCCO - w j�_ 10 ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED v 5/8" STUCCO — ON CMU - CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" A T.O.P. 1'-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. A/C UNIT AND PAD m ELEV AT 0'-0" 1 ST FLOOR FF �-GRADE LINE 3 REAR ELEVATION B 1/811= 11-011 12 6 15 5.B 1 7/8" STUCCO ON FRAME HIMCASING ELEV AT 18'-0"Ai BEAD W/ T.O.P. WEEP HOLES 7 12'-0" 13'-8" 12'-0" 1'-0" OVER FLASHING 5.6 z = ih ELEV AT 10'-0" 2ND FLOOR FF CONTROL = CONTROL JOINT `" JOINT _ _ _ _ 12 ELEV AT 8'-8" MID -WALL WEEP T.O.M. SCREED 2 -0 A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU RIGELEVATION B1 4 �-l /8 -0 6 5.B 5 2 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 12'-0" 18' 00 12'-4" = T Ll ELEV AT 10'-0" 2ND FLOOR FF CONTROL o = CONTROL JOINT JOINT _ _ _ ELEV AT 8'-8" 5 - MID -WALL T.O.M. WEEP A/C UNIT 2'-0" SCREED AND PAD 5/8" STUCCO ON CMU ® _ ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 5 1 /8 — 1 -0 ELEV AT 18'-0" T.O.P. -- -- 7/8" STUCCO ON FRAME — CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 3'-8" L 7'-4" 19'-0" 1' SLOPE 5:T2J N ON c u;(VENT 4'-0" OFF RIDGE ROOF SLOPE SLOPE �5:12 5:12� I SLOPE I �5:12 - I Zo L---- W a ON SLOP 5:12 ---- SLOP 5:12_ co 1 ROOF PLAN B 1/ = 11-011 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) OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit, by Debra Anne Klahr PX2300 GENERAL NOTES- * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) • RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N 0 N LO LO 00 LID 5w c> G= O g W z E M o W L '00 M di M' L co V -0 -u a�, W E y = o o u Oro �Q U�° —r .N }< W Q� N a i o E W ow Wow WQ~¢ YZaf W�W QQ U Ir0� O�WO�WWLLUOOJO 0�z,LL2z22❑H¢ 00 OZO00mz¢ On��Z WWMWW�WM<0WJ U) O z �z �Z OWH_jwgY� wWWw� QQ¢p2U Oza O ¢LLLL O O N z w � U N H k O zU)Q V M LLn � U-) L 1_ Ln d ceii Q Q O z � � W W J� �o N N O N 0 N 0 O o6 O c - � ao � 00 V- o N O O NO N CD N O N CD N O O N O N N N O N M N O� O O 00 O, 0 0 0 0 N o OO Cn N� L > � 0 N 0 M 0 0 lf') 0 CO 0 1,- L COco Z Z O w J W o ) Wr>_ ate-+ O Q ) Z) � Q F ~WW2 Z ZW~� W ~MOZ Z) = H = Z Z j J > Q 2 >'�z w _ z z � LU OJgz O Q UU)Z W z g O"� MM0 00 Z ¢ Z z W J Uj c) p � LAST PLOT DATE Jul. 15, 22 z■ EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DISCONNECT - T—LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0„ SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-011 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 S;NK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. OCT 2 8 222 \P,,;\--A I Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition I/ by Debra Anne Klahr PX2300 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP op #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 410 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to Tooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM---o 0 BASE NOTE: 11 ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o z S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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 ELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE SW STRUCTURED WIRE OUTLET E- SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" --fl PUSH-BUTTON DOORBELL A� CLG MNT LT FIXTURE TB CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: ALTERNATE 03 TUB/SHOWERND OPALEX - CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT ETT 24 -&a 24" VANITY LIGHTING gi_— 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) If MASTER STATION l� ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT © 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. �/`�,/J` E W 0 (7 O co -- V)U } M 7 (� -0-0-2 A� t o Y/ O 2 0 O -0 Q .^V) U w Q,,t EM W 70v00 L Q a 0) . LLW W ❑ L Ul ~W_jWgOP z WQ2QYw WO2Qaa -jOU00� 0Z ❑ V Q<_ ?x Q Z�Q�Q 0�OoLLYOom0z Z Q LL0 �a>zYo~z�W<0WOZ �Oi¢�wUQ¢W ❑z LL p� OW o ::) 0Qe u_a O <Qu- O O [V Ow � O aV"In V) Lf)LL Q W Q Ln e a >_ Q U Q 00 z I— W W_j �O N N O N O N O O O GO 00 c- OC7 0 N 0 0 O N O N O ( O N O N O N O N. 0) N 0) O OO i CD00 i Oi N M i O � CD O CD O O O r- O N O O � O N� ` � 0 N 0 co'4 0 0 V71 0 O 0 N L M (� Z Z O V`J owW w1— Q O Q Vo�o �Q a. Oa=Q ~mOZ (=I �./ 0 !z w Z > J > a � Z � r—I f1 Z z 0� W OU��W >_ O Z to Z T'i �QO ry _�2 Z V g OU O co Z Z z w J W:14 N @ LAST PLOT DATE >O Jul. 15, 22 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN B FILLER 3'-6" 2'-6" N 1 0 in � L111 HOOD ao I 00 - N I 0 M 1" FILLER I 1 11 % �VV2 NER'SBATH 5 if=1-0 , "BACKSPLASH 3'-6" 2" FILLER KITCHEN 1 /2" = 1 '-0" 2'-6" RANGE T-6" ,c 1 1/2" FILLER ��0 / / PANTRY T-6" SKEWED 2'-0" 1 1/2" FILLER 0 ih 0 M 0 2" FILLER T-0" 1 1/2" FILLER 1 1/2" FILLER PANTRY / / / / 4" BACKSPLASH / 2'-0" SKEWED V-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR HD--\. VALVE LINEN CLOSET 4'-11 " 3'-3" 4 1/2" OWNER'S BATH 1 /2" = 1 '-0" 1.1 0 io .i'-U" Z'-U" 2" END PANEL 3 KITCHENnISLAND 1/2 — 1 -0 HOLLYWOD °O STRIP LIGHTS SHWR HD WALL 30" HIGH MIRROR N VALVE 4" 0 BACKSPLASH �0 SPIGOT O \ \ / 2'-9 7/8" 2'-6 1/2" 1'-6" 3'-0" 1 1/2" FILLER 1BATH #2 1 /2" = 1'-0" UNIT'1817 - B' - BUILDING SECTION 3/ 16" = 1 '-0" 12 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 11 2 — 1 -0 0 WIRE SHELF :�, "HANSEN" BOX 220 VOLT I 14 1/2" X 16" IDRYER VENT (RECESS D I I I I I I I I o I I I I I I I I I I I I L_J I I I I 8 UTILITY 1/2 OCT 2 8 2022 yVirtualview Assist, Inc.Plans Revewcompleted and apppp\r4Wd for compliance with the 2020 I;DC 7th Edition PRE-ENGINEERED WD. TRUSSES AT by Debra Anne Klahr PX2301 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'-0" T.O. P. 101#1111►[0611YA21.Y_11I91 AtIchm _ ELEV AT 8'-8" T.O.M. 151 rLK 1-I- E 0, o ° cy) V) } M V -0 C _ A, L o O �o Q U —s .� n` }< w Q� N N C: cO E �? W L I� F1_1 a LU n/ W/�w~¢ I� ow w01- �g� ��z� z w O Q O U❑ O 0L V Q U Q F- <0x Ofn,9OZ0W00[aZZ J z,LL0z2S J F-¢~ U ZZ) U' 0 z f!� U)wo-winwwwFDof _j000wQ9Zwz0LUC) LL <~-W U-2wp20 0X D,OQZ�Q Q Q Q LL 0 LL b O N O_ Lu O O z Q Lf) J Ln V) LL w QQ l i i a- G Q Q 0o z w W J� 910 d' N N O N I O N 0 O 00 O CO ow Qo O O O O N O N O N O N O N O N O N O N I O CDI O O 00 Q N A CD I � O 1 o 0 0 O O N o O = 0 N� ` > , 0 N 0 M 0 'It 0 v7 0 O 0 f` LO M (� z Z O — z _ w � 4_0UQ O O O7� Q _0 oOfW° < Z zwF_F_ Q �moz �- =- =Z 20�w Z Q 2 <111 T� �zZ Da }W W 00 cnOZ Z �QO Z U a OU O z A7 Q J L1J It o O � LAST PLOT DATE Jul. 15, 22 z_ O B - INTERIOR J ELEVATIONS NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES N 524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308,4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE 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 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 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 TRIl-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 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-114A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2� 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1,7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2� 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. 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 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 23.1.,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 145 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 11. 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-1 2 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1� 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185IA185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 1 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): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURALLUMBER: 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 7116" 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 W1 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'SBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTIM D 1557-02EO1 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-1)" away from the building side walls. 3. Irrigation/s ,Trinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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 bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318,1 5j�oncrete oye�g and mortar along the foundation perimeter must be rem e efore exteno sol 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 comEliance must be issued to the building department by a licensed pest control company efore 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 buildin c,j ,, This includes all grade stakes, tub trap boxes, forms, shoring or other ulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2. 1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: CONSTRUCTION TYPE: 5B (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ 39.97 PSF (END) U.N.O. * 26.28 PSF / - 31.49 PSF * 25.17 PSF / - 28.78 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 PROFESS IONALS'SHO P DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OCT 2 8 2022 \/RA t'- Virtual Review Assist, Inc. n,...,i Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 CN 04 CD CN LO LO 00 J!"r < Z W P F1 0 W Z V) L0 > 0- 0 c -0 0? 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W C:) < 00 >_ (1) S2 Z Z T__q Z 0 e_ 3Z < 0 U 0 0 F. Z SNO Z Z Li LLI _j ;t C) C14 c) @ LAST PLOT DATE >V_ Jul. 15, 22 Z-1-0 0 STRUCTURAL DETAILS -7 ___M_ 1____7 :X" A�� 0.� A I �;, " � 1 7", 1 1 . " I � - I- _�� T 2 HIS DETAIL ONLY REFERS TO THE DIA10OND-IIIJESH EXPAL-NDED METAL LATH ATTACHMENT- WALLSHEATHING METAL LATH, I I 1 1 X Ti 16GAxi I CRO�VVN) LONG (aW' 16GA,x1112" LONG (114%1" STAPLES (4) G" O.C. VERT BETWEEN V�_ CIROVOP STAPLES ( 61" STUDS (NOTED THUS--) - OFFSET % STAPLES BETWEEN STUDSAS SHOWN O.C. u`ERT INTO STUDS (NOTED THUS:�-,� V AT METAL LATr1 A ITAUHMENT DETAIL RE'V, 109�214 21 SCALE: 774"71'71" 'DETAIL EXCEEDS THE REQUIREMENTS FOR F5`-R 703.71 LATH' _AL?iAX** CNLY PPLIES TO LENNAR TP 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/HORIZONITALLY 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 C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 101-01, TANK -LESS W/H 51-01' STUB -OUT FOR -I GAS METER 0 C? H C G 000 0 C) = 0 -1 1 L I C:) _I LO 01 01 0 0- I- 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12 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-7 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'4' (2) 16d TOENAILS 2" X 6" @ 24' I O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24 11 O.C. 111-0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMFSON 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 + + . . . . . . . . . ... . . . . . . . . . . . . . . i- + + . . . . . . . . . 9 . . . . . . . . . . . . . . . . * . . . . . . . . . . zo .. . . . . . . . . . . . . . . 4- + + . . . . . . . . ... . . . . . . . . + + * + + + 4 + 1-01, (TYP.) + + 4-4- 4'-0" + + + + -4 + + 7 + + + + + + + 1_� + + + 4 + + _J + + 4. + + Zal + + + + + 15/32" CDX ca < + 4 . . . . + + PLYWOOD OR + + + 7/16" OSB + . . . . . + + ++ . + + . . . . . . . . . + 4 . . + + + + + + 4 + + + 9 /+-4 . . . . . + + . . . . . + + + + + . . . + + . . . . . . + + + + +! + + + + + + + -1- 4- + + + + + + + + . . . 4- + _J \-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 I J* FOR 8d RING SHANK NAILS 0.1 13x 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. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.811.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 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 2x lumber Double 2 x lumber FILL CELL—� STD. 90' HOOK r BOND BEAM Lu ........... ...... ... y 0� STD, 90' , - CONT. #5 CONT. #5 HOOK _1 BAR BAR ... .. . ...... 4 ......... .............. .. N ... #5 CONT. .......... ... .... .. .... .. .... FROM FOUNDATION ... TO HIGHEST IF BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN �OR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min Small gap 2" min. " max. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tightfit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. - 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.� w k consideration. Check local building code for appropriate details in One 1 Od box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap Boise Joist Blocking I I -PT' (1 Cid) n;;ilq st 6" n r.- QY�_ Provide adequate bearing for each lapped joist. 1 Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) 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.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc Whe C1'3 4 Use 1 Odx3" nails at 6!'o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— J= 0---El CD co -4- \-DO NOT CUT HOLES A %" ROUND HOLE MAY BE CUT ANYWHERE IN 6" 6" LARGER THAN CANTILEVER 01 THE WEB. PROVIDE AT -ROUND IN ,e LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MIN!MUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" r6' 12TIT of Mz G NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR U141FORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR U141FORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 50OOsP 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BC16500s@ 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d _14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s�H' 11-7/8" 2-8d 3-8d 14" 2-8d '-8d 16" 2-8d 6-8d BCI 90se 11-7/81, 3-16d 14" 5-16d 16" 6 16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL INSTALLATION TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION NC CHASE 4" PVC_ SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. 1=1 I J= Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR A * - .0 . .0 4 . 4% 1. _� 4 FOUNDATION INFO STEM FOUNDATION 77r 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 "Top Mount" Backer Block "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 1/4'1 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 7 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE 11101 MOSPIMINOWWW1 AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION A X1 0 1 12- 015# TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE PVC OR SCH40 SLEEVE . ... ... FINI,5H GRADE Z�-= CHASE 4- �PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION JL_ SEE FND. PLN. SIZE & REINF. 01, 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'_0" CENTERED @ PIPE PENETRATION PLUMBING LINE 4 ---------- --- A SEE FND. PLN. SIZE & REINF. A PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE �;_ . . .< N;q A 41 4 . . / 4 I F., �ri 1=1 _IMd I I� 4 A4, SEE FND. PLN. SIZE & REINF. 0 T 2 8 2022 Virtual Review Assist, Inc. Plans Review COMpleted and a proved for Compliance with the 2020 FBC 7th E by Debra Anne Klahr PX2300 04 CD CN 00 C"! rl- Ir Z V=,_ M C) 00 6J, it z LU 0 0 LU Al z < V) 4) W LO I- E C) 111 0 '0 C) M ai CO C� 4- V) V) , C) C, U -0- (,) (_ co 4) E.Il_ 0 D 0 2 -, 0) -11-- -5 a: C 0 < 0 1, a) < C U -51 71 11) ij . U 1-U Q_!;� OCO:) E 7() co �O ILL! W (D W 0 Ld W 0 U) W 2 0 _J W 01- < < 2 - 0� 9 Z z 0 < < 0 0 W :D 3: W LL LL En U) < Cy X W 0 z ;� 0 Z) 09ZLLLJ-- _J0z CY U) W 0 - 0 Of 0 0 ro 0 �_ _J < z 0 0 U) 0 z W W [L 'W W Lu U5 W W 1-- , LL _J0a_0zy0zz _J < < Lu - W z 0 1- U-) < EL W 0 CL 20 LL < W 0 Lu y 6 W z 0 Z) 0 � < < 9 < < U_ 0 U_ C) C) z LU 0 F--1 P__1 U0 =) r... > V) C:11 C:) C:) z r-� < _J Lr) UO U_ 'I- V) ll*s < LU Ln p� a� 0- < 00 LLJ C:) C:) CNI C:) C:) C� 0 I col I I I (0 - co T- 00 T- C:) 04 C3 N C) C14 (N C) 1'� C) C� C) �'C� C:) C�4 C) C� C:) C� C:) CNI 0') C14 M C) C) CD OC) 9 C14 V- I Cf) C:) C:) I C) C) 0) C:) CD 6 I C14 C:) CD0 CN LO > C-) C,4 CD co C) -.I C) U-) (D (D C) r.- LO 'II- CO z Z9 4_0 W 0 W U) W r 5; Q F- 0 0 < �- 1 0 0 < 0 6- -0 0 of W 2 0- M Z Z W F-< X 1,- < W D < ca 0 z z 0!= W Z 3: _J > of <WO z Z Z LL LU 0 < < _J 2 z >_ 1110 C0 < W W Z U) z T-4 Z z: < 0 ry z C) CL 0 0 00 z z z W _J UJ 0 tz:ii LAST PLOT DATE > Jul. 28, 22 0 . '0 Z STRUCTURAL -1 DETAILS 1 11 17, F -1 1 i'I'A I�, 1'111�. J iJI DO� _[,7XTT__1' _T 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE � (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-O" (R302.1 1) .112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .1 /4" DI& X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE - 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C1) (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR C? ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ir--- =1 I 1=1 I 1=1 I' TRUSS @ 24" O.C. U.N.O. E El I IEI I I�l I IE1 I IEI I HURRICANE ANCHOR @ EACH EE El I IEI I IEI I 1=1 I'" A S ROOF PTCH 4' 12 OR 1 12 TRUSS (SEE UPLIFT SCHED.) W1 8" T p I S METAL PL. UNDER EA. TRUSS yp') I VARIES Xz/ MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 1222SLI?W� ELEV. VARIESAiI INSULATION BAFFLE ALUMINUM DRIP EDGE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) --4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 wl (10) 1 Od NAILS x P.T. BOTTOM PLATE 6x6W1 ' 4 x W1.4 WWF 0 A A . 4 . . "' . . . . . .'A . A.F.F. 0 A A A' 2x4 CONT. U_ 4 A 44 -11 1_1'� 1/2"(min 4" 1/2"(min.)- CD 'd 00 co GARAGE DEPTH VARIES 3 1/2"(min.).- 4 3 1/2"(min-.).-. 4'� Ell I I- 4. A 4 I_- - . = 4 -11 IEMI r--, I-- I I A (2) #5 CONT. (2) #5 CONT. U.N.O. MIN. GARAGE SLAB AT STEP (�'�B U.N.O. MIN. TYPICAL BEARING WALL @ STEP TYPICAL BEARING WALL (cD STEP (cD SHEARWALL C� rc C SCALE: 3/4"=V-0" "SHEAR WALL" I SCALE: 3/4"=V-0" �3 SCALE: 3/4"=V-0" �3 5/8"OR 1/2" HIGH STRENGTH ---- `TRLISS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S . P.F. DOUBLE CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ > TOP PLATE (12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ JL1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "T' BOLT @ 24" O.C. wl EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE 2x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND C1) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT D All-\ A. F. F. R 5 x 'WED E ANCH R @ 24" O.C.) 2 x 6 W1.4 x W1.4 ATTACHMENTS 0 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN. 4 4 . K .4 1\ ... ELEV. 4-3 1/2",j-, �_ I - 4 .4 A.. q , 4 �r 0 � I I I . . p * I t 0 1 5/8" OR 1/2" HIGH LUMINUM F/ CIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\0 STRENGTH CEILING \12' N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C BOARD PER CODE (OR 5/8" 2x S. P. F. ST S 16" O.C. BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. GYP. TYPE "X" @ GARAGE SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD W/A HABITABLE ROOM HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ABOVE) W/DRYWALL x EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7" O.C. 8"X16" KNOCK -OUT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION CEILING & 8" O.C. WALLS SEE SECTION CIS3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CCIS3 OR >< LAYERS W/ TOTAL THICKNESS 7/8" OVER INSULATION PER GIS3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) CHART ON FLOOR 8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 118" THICK. LOW 90 HOOK DETAIL 1 Od NAILS PLAN (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL (CD K.O. BLOCK 2x P.T. PLATE 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W1 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD NAILER (6) 1/4"x3 1/4"TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR STD. 90-HOOK (SEE DETAIL) *SIMPSON SP1 SPACED EVENLY FIBERMESH BOLTS 6" MAX FROM w/ (10) 1 Od NAILS I= BAR C14 WEEP SCREED INSTALLED -,nb 2x P.T. PLATE --- U-1 END OF 2" x PLATE i RCHITECTURAL TYP. PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR x 0 t, , Lu t, FINISH ASSUMED FINISHED 0 11 O.C. z t>. GRADE 40 MIN. Fy= 40ksi )< _3 GRADE >< n- 1x2 PT WD FURRING @ 24 A 1> #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy- 60ksi] U) FINISH [30" MIN. LAP] I> >< L ILI I =1LI �f - . - - , /< Uj 4 (1) #5 VERT. IN FILL CELLS MONO OR STEMWAL . . . . . , I GRADE 00 25" MIN. LAP 1> 1/2" GYPSUM WALLBOARD U�N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN 00 t> 7 C? xx AC �9� ZAAA AAAN CIO > 11 T, 17=1 R 1 7/8" FOR LOCATIONS) FOR CLARITY A_ 6 MIL VAPOR BARRIEF� ., . A I. I P 1x4 P.T. BASE NAILER 7 Cf) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER C) MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E CN co co 6 MI L VAPOR_-/ 60 BARRIER 4 COMP. SOIL. AIIIIA111 =IrF, (COMPACTED TO 95% \-NOTE: MODIFIED PROCTOR EXTEND DECO FINISH ASTM D1557)-/- 4" to 6" BELOW GRADE (2) #5 REBAR CONT ' 3" MIN. CLR. ON 3" CHAIRS TYP ' (1 STORY) STD. 90 HOOK U.N.O. 4" 11'4" V-8" (2 STORY) (SEE DETAIL) -TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 1\,�3� OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS� O.H.D. RECESS 'T 2� r /L I t _j 4 :4. I MI I C? 7E I= I I I -Tr - SEE A/S3 OR J/S6 -XH1=Tj =1 111 1 1... FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.s. S3 �,!L) ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . �. .1% . � . I I . . = = Ell 1 .1 11 =11 - =1 I 1=1 I 1;;;I I 1=1 I I=. #5 REINFORCING BAR X .A Ell x Z' P IEI IEI X_ IEI I IEI I IEI I I HI I IEI I I III IEI I FE.1 I IEI I 1EI #5 LAP SPLICE I f�-=.Ll I=,-, LI F� E. I I I (2) #5 CONT. L17F, j I FF,,Ll FF,, I I F 36" MIN. LAP [36" MIN. LAP] NOTE: - --F,,-I' ON 3" CHAIRS *FOR BEARING WALL COMP. SOIL. (COMPACTED TO 1 11 - (TYP.) 8" V-4" 8" E 95% MODIFIED PROCTOR ASTM 11 11 =1 I EI I IEI 1 101, W1 UPLIFT ONLY �.nef ^ N I x/ Nxx/ xxxz�j I 1=1 I IEI I IEI I IEI I IEI I 1EI I II I IEI I IEI I IEI I IEI I II IF D1557) II I M I IEI I IEI I IEI I IEI I IE] I IEI I M I IEI I IEI I IEI I IE1 I VI 4" V-4" -'--#6 REINFORCING BAR #5 STD. 90 HOOK I 1EI I [=._,.Ll IIII FF,-,l I III I F_ I F_,L1F�:_.::j I I-= I I_=I I'-- J, I I, Wi=,, L� F .. 1 #6 LAP SPLICE TYPIrAl INIT PlInP R APIN]r-. FRAME WALL TO C.M.U. WALL CONNECTION r D _� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-13" I�LS3� SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---,, GRADE 00 1�=l I Ed I IEI I 1=1 I 1=1 I 1=1 lj�E501 =(1) #5 EBAR 4 w/ OPT. REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" _71 S OHD RECESS E �: Cl) _R_ 0? =r_M IE= �1=rF_pl SEE AIS3 OR JIS6 LI �F` FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2', HOLD GYP. BD. ,f , 1 1/2" FROM SLAB 0101, �>K 1 -9 CONT. BEAD SEALANT A!�� . �. ; - . < REBAR DETAILS F WALL wl UPLIFT SCALE: N.T.S. �3 SCALE: 3/4"=V-0" VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ 4 AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR j_ TOP OF BEAM 'V & LAYOUT DESIGN CN SEE ROOF PLAN CID < (2) HTS20 FOR STRUCTURAL E. - EIE E BEAM SIZE & ILI= El I I CONNECTION INFO Cl) 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 14A�1!_If 8" z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 U) UJI - SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE UJI CONNECTION INFO. SLAB STEP & RECESS 2 S.G.D. rM SCALE: 3/4"=V-0" S 3 . A INTERIOR _2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE 4' SEE DETAIL16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 11. O.C. PAD FOOTING ATTACHMENTS & 18/D1 - 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM L TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" D.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART T SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL-\ MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT L w/ MIN. (2) #5 VERTICALS 00 GRADE 4 TENSION 120#) CONCRETE SLAB CY) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) W 0 40 T, 7*-j- 0? WWF OR FIBERMESH CO E: Uj a- W Wj W F_ E .4 ML�� 1. /-BRICK PAVERS or SLAB PER 1 0 111 co 00 40 . q.. .. < a - < 6 MIL VAPr BARRIER 1 r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. //"'K SCALE: 3/4"=V-0" � S3 COMMUNITY SPECS FOOTING -J BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE SEE FOU DATION (SEE SCHEDULE) CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL �N 1'�! SCALE: 3/4"=V-0" SCALE: N.T.S. OCT 24 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit' by Debra Anne Klahr PX2300 04 j N3__, 00 LO 101 C_� z LLJ < 0 UJI z Ln a) L0 E 0 0 0 C') 0 M "- 4i (') C4 -i 2 4- D a- U V) U ;0 0, E --- = M 8 <0 0) 0 < U U LU cO �C_OL �12 W W W LLi cd W 0 W P W _j W��_o W F- < afm_j ofg�ezw W 0z) 2 _j < < < LE 0 0 LOL. 0z 0 �: W U) < I-- < Wo 0 Z 5; 0 0<zLL-0R00C_jz W Of 0 Z 0 C) z < W W W x Z) 2 0 00 0 U) a- V5 Ljj W Z75 W_ < 0 cr _j _j 0 CL ��, z y z z - 0 0 LLI _j < < 0 W LLJ Z IL 1- � 0 LL < 2 W < 0 W � I-- - y 2� 0 Of -0 Z) CIM< < < LoLf C:) C:) 17*4 LU 0 t-1 U) r*.% 1�0 C:) r*-. < V) Ln a- _j - V) U_ V) z LU 'Ln (Vi 00 z U F_ z �: LU W _j C:) C:) 04 C) 04 C) C� C) C) o6 C.0 00 00 C) C\1 C:) 04 C:) 04 - 04 C:) CN C:) 04 C:) 04 C) C\1 0 04 0 04 C:) CN & N d) C) 6 V 6 V Ob CD C� T-- A C) 4 CD ' CD & CD d) CD 6 6 c� CD CD 0 i2 Lo > 'I 1_' 'I cl� 'I co. 'I C) . I 0 . C) . I I C) P-' 00u) z z 0 W 0 W Fn ul 1- 5; Q F_ 0 0 ;> U F- 0 Lr LU LO -0 Z Z W _j W %_j Z I-- M z (D 0 = W < >_ j)f 2 -a w U 2 Z W T__A Z Z ILL W 0 < < F- _j z C:) 2 00 < 0 0- W U) SQ z z T_74 z < 0 z < 0 0 Fmm z z z W LLI c) @ LAST PLOT DATE >T11- Jul. 15,22 , '0 Z STRUCTURAL I DETAILS -MONO T L I I I I � I � I 111 1111 1 1 � I I I Idl III,], i. .''. kllkl, I A - I r- TT I I I I 12 Y �P) SEE ELEV. SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE r ////"-SEE PLAN FOR SIZE -----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTH:-:R a I UD W/ (3) 1 Od NAI LS.�� 1/2" EXTERIOR GRADE SHEATHING ---� 7; r- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT, AND FILLED SOLID W/GROUT /I H 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK ahEl— KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KtS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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. k\'��4 i REFER TO WINDOW PRODUCT APPROVAL i SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW rB S4 KNOCK OUT — BLOCK _W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT milli 01111111111 Mill Milli 01 Milli - NEI Milli MINE Milli NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL -- MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE SCALE: N.T.S. \ < rr \NMES", W > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK 'BOTT POURED CONCRETE BASE FOR OM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOr WALL 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" -SOLID'AREASARE STEEL AND GROUT � I DOOR OPENING DOOR OPENING : 11 Eil 'OLID AREAS ARE ')TEELAND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) 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 BARRIEZ" FULL 8x x SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 W/ (P) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) W/ MIN. 4" EMBEDMENT WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. AIN SPAN IN KO BLOCK AT EA. STUD LM ROOF TRUSS MASONRYLAYOUT UPLIFT CONNECTOR D� MOISTURE BARRIER SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) _,I 4� AND FILLED W1 GROUT - 1 #5 VERT. IN CONC. FILLED CELL------- = W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS; AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE A THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 DOOR STOP PSPN516Z W/ (12) 16d NAILS A, MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. //-GARAGE 0 SPLICE NAILS TOTAL) EA. SIDE OF 0 <& SPLICE STAGGERED DOOR J-BOLT 4a TRACK BRACKET 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. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 4'-91 (2) (3) 1 (2) 1 (2) 1 (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"xl 0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS TIB SIMPSON SP4 w/ (6) \--(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: 1 Od NAILS @ 8" ONLY (1) 2x SILL PLATE W1 (2) O/C TYP. 12d TOENAILS DOUBLE 2x ---------- a OPENING LARGER THAN 4 FT: CRIPPLE STU D (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.0 LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE "'2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETA IL KQ SCALE: N.T.S. � �4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. ---I — V-5/8"X10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION --21 \-SIMPSCIN SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL 4 1 Od @ 8" O/C ATTACH ALL U _j EXTERIOR ST DS W/Y�16dTOENAILS TO P 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. F= 2240 LBS N SIMPSO P.T. -ATE SIMPSON SP4 SP2 ] SIMPSON SIMPSON Spi SIMP SP4 10 ST C.D M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL \'-NAILED INTO TRANSOM FRAMING SIMFSON SP4 2X8 P T. BOTTOM P�TE SIMPSON SIMPSON SP4 SP2 I K1 -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 11r SIMPSON SP4 \,--5/8"xl 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " ERUSS BOTTOM CHORD OR 2x4 F BLOCKING W/ 2-16d TOE NAILS @ EACH END W 0 n U) 2x TOP PLATE-/ < \�2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM --I/— CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P,A.F. NAILS OR N 2x P.T. PL) TE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR / PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL Kj 'N� SCALE: N.T.S. � �4 P4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) ; (5645# SPF) 3 (6970# SPF) G (9335# SPF) N. 8" PDXIED A.T.R. & NUT 'OXIED A.T.R. ) & NUT OXIED A.T.R. I & NUT C ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS CKING 2X8 WALL ABOVE NF ENTRY K.O. BLOCK W/(1) #5 CONT. & 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 1 Od NAILS @ 4 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. i -Eil PLYWOOD FASTENED TO TRUSSES L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD OIC BOUNDARIES 6" O/C EDGES 0 rE SHEATHING & 8" OIC FIELD L * SIMPSON SP4wl(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2X8 WALL) SHEATHING * SIMPSON SP2w/(12) 10d NAILS MASONRY- 5/8"X1 0" J-BOLTS @ 24" O.C. 0 SIMPSON SP1 W/(10) 10d NAILS WALL BELOW 0-' MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE UU L5/8"x`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM FRAMING DETAILS ABOVE ENTRY @ 24" O�C. SCALE: N.T.S. OCT 2 20?2 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C14 cli 0 LO -4 0 "4? -, C) 00 LO 21-11 - I , � I W 0 0 W z a) U�) > CD- 14- 4i >1 M N. *- U� n U D 0.�_) t (-) 0, U) -Q 2 4) E 2 0 0 8 0< 0 < it U LU 0- 00 Ep Ln 00 7C) C) CD 0 _' @ (4 LU LLI (D W 0 Ld Ui W W 0 W W 2 �_ 0 < of _� Q� I z 0� W 0 � 2< <0fy 0 z W _j 0 3: a� U_ 0 0 U_ 0 < < Z) ') _-, <'05<--0WU_0z200�_ �_ Z) 0 < U_ OU)WIXO 0200-mjoz W W z LU cr- Z D 00 0 Z - U) EL Fn q a U) W W �_ z LL Q� < 0 _j _j _> 0 0 -J<<O YFZWZ W000- <� n CL LL < W 2W6�0 < 0 - Y z < < W O�<fr < 0 LL LL < C:) C:) r_j z Uj 0 11 > V) C:) C:) ,"-q C:) 0 z lr�' < V) _j Ln U_ V) z < LU ce Ln 0e 13- ryi a- 2: '_j >_ < < 00 U z z 3: LU C:) C%4 04 C) CN C) C� C:) I o6 CD (0 Ir— 00 V_ 00 - IT— CD CN C) C'4 C�l C'4 V C14 C:) C� CD, C� 0 C� C) C� C:) C� C:) C� 0 N. 0') C14 0') C) C) C) 00 04 CY) C:� 4 C:) CD C) C:) c� C) CD 0 Lo W > C:' C14 C' MI C:' ,tl C:) LO 'D (0, C:' LO "I- U) z z z 2 -6-1 W W U) W r 5; 4_j 0 < 2 :) 0 ;> 0 �' 00fW2 a- M Z Z W i-< W I.- I.- W D co 0 z �_ M Z 0 tz W z 3: _j Of 2 W 0 2 Z 13� Z Z LL W 0 < < 1-- _j 2 z 7>- 00 _5 13- W >_ U) z z z 0 z CL 0 0 z z z W _j W C) C) LAST PLOT &TE > Jul. 15,22 z STR UCTURAL DEfAILS I I q'i M1 I 1- 7:1 �J i1'L11[']1 l�illl 11;1Jji �:Lii :.0119111 111AG"MAIR11. �11AU.l Al I I I I SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) TOENAIL w/ SEE STRUCTURAL NOTES AND NAILING MAX. 9" UNSUPPORTED, (2) 16d NAI LS-7 IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 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) BACKNAI L 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 101S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7 SCHEDULE FOR SHEATHING DETAIL 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ;@4'KI�OKER 8 _0 /CN @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND F 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7116" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD I GABLE TRUSS /V_ NAILS @ 6" O.G. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST , 1/2" CDX PLYWOOD OR 7/16 1. AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. 7_�& THROUGH CHORD x 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 11 1/2" CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED W1 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 7 = 2x4 PANEL BLOCKING @ I . . 2"xl" P.T. SILL NO- CH 1" BRACE HERE 48" O.0 FO R 2x BLOCKING 2x4 "T" ON T6P OF PANEL BLOCKIN \--WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. J� 2x4 "T" ON TOP OF PANEL 14 WEEPSCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH MOISTURE BARRIER 1 Odx3" @ 4" O/C " " " " " " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - _ MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" OIC ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24- GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) i O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE I 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR A X-BRACING, AND TOP SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING INFORMATION = 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/-/ -WOODTRUSSES CID 2 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 0 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 41" O/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 (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS N`7 -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 1 1 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) j - 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. "0 E C. FIELD JACK TRUSS SEE PLAN FOR %-P��4L,_-ONNECTION 2x4 "T" ON TOP OF P A NIFI- EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _�8 SCALE: 3/4" V-0" SEE TYP. WALL SECTION FOR � �5 TYPiCAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. '\ �5 SCALE: N.T.S. �5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE MIS5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE iTTACHMENT SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL �0 SCALE: N.T.S. 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 -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W1 1 Od @ 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAI L 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 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.�Cx DBL. TOP PLATE - SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC r4 SECTION SCALE: N.T.S. 8d @ 6"O/C TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ W 471"= n_ BRACING w/ (3) 1Gd x 3"AT HE 0 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 1" BRACE (1) 2"x4" (U.N.0) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT W/ (4) 1/4"xl 112" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,, __2x4"T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE _4�_ 10d NAI �4 ATTACHED LS PI @ O.C. TY CAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. 2x4"T"BLOCKIN 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED /--16d NAIL "NI 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS �"_GA TRUSS VERTICAL (2) 2"x8" "L" BRACE 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, dd W 'IT C? C? CD W W < C? C? W C? x c? ED x < - - - d W x 0- < >_ :E �- NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ('L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 Z04 *"4 f Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1� 04 04 0 04 U') LO 0 00 Lo W 2 A 0 z < a) LO'p E �! 0 K 0 -0 0 0 M 6 (y) C-1 ,, 01— D 0 �'- U-0 -a co 2 %) E .- - 2 Cl) ::) 6 2 000 75 E: ID R < C' r, a) < C) :E "q . >' UJ D_:�� U 0c) E " C) m .2 7C) C3 K C) �0 -0 W LU (.9 W W lw_ W 0_3 W p 0 < 0� of :0) � _j < 2 z 0 �: of LL 0 0 _j 0 < I-_ (n U) <cyx- of gz�00�_-'P: :5 o<Zu---- 0 cyox0fo oryoomzz zW I CY 0 0 0 Z C/5 W CL W 55 WILU U5 0� 0-1 < Z, _j (D [L > z 4- z LL 0 olf < 1z 0 W - 0 Uj W z IL U) LL < ;E�,_72wa2ouoo 0 W < W < 0 U_ < 0. U_ C) C:) r-li Uj 0 P1 V) > U.) C:) C) z ro C) < Ln Lr) a- _j I U) LL. V) z Uj Lr? < U < 00 z z LU _j C) C) 04 C14 C) 04 11 C:11 C� C:) C:) 00 (0 00 00 C) 04 C) Cq C) Cq - 04 C:) CNI I C) 04 I C:) 04 C) 04 C:) 04 C:) Cq C) 04 0.) N 0616 C), 6 ob C) A T- A C) 4 CD '-4 CD 6 CD M C) 6 6 C� C) 0 U) Lo > C'� lj� cy), Lo' C-0, rl_' Cr CO C/) Z z LD W Lli W LL, 1- 5; 0 F- C) _f-_j 0 2 �__ D EE 0 0 ;> 0 �' OWW2 a- TZ LO -0 Z < W F-- I.- O� �-- af W Z) < ca 0 Z Z: F_ 90LW F- Z z 3: < LU 0 2 z Q� T--i Z Z LL 0-) C) 2 00 W (1) z z 0 z < _j 0 0 z z z W _j W C IN c) @ LAST PLOT DATE >Ir- Jul. 15, 22 0 2 '0 Z STRUCTURAL DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO HIN LE ROOF INSULATION — 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ->sn C:� LUMINUM DRIP EDGE Q-) Q-) Q-) ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WEI (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j _j NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 SHEATHING JOINT FOR MORE INFO W j_U 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. ---:: APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j Uj Z) Uj LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ M Uj INSULATION PER 1/2" GYP. WEI 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 CONCEA�� S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT OR FELT 0 0 PAPER FOR MOISTURE BAPRIER A VIP 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W1 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'01C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C; BASEBOARD MIN. 2500 PSI CONC_ SLAB MIN. PSI MAY VARY PER MUNICIPALITY = E t - .* - 5q.' 1 1=1 FE111— ElINIM11 F;;-:;l I IEE1 I FE1 I I = I . _. 4 � N1111�11' 6x6 W1.4xW1.4 WWF OR FIBERME STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL "�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co L W C) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL W Cn AT GARAGE CONTRACTOR C) co / TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE ]NISH GRADE 00 \-STD. 90'HOOK T M, I TT! (3) # 5 REBAR ON 3" CHAIR-/ (SEE DETAIL) 4" 1'-8" W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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----- *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL — I N, Lll� SIMPSON LSTA24 STRAP W/ (8) 10 x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W1 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 "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED 9 K 0 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" CF NAILS @ 24 O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE JIS6 SCALE: 3/4'*= 1 1-01, FOR ADDITIONAL INFORMATION. HIM RIBBONS M DETAIL (FLOOR TRUSS) 0� SCALE: 1 112"=1'-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.!5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A<U�> - 4. A 4 MI I F AI11 I= .11 VE1 I F_ 1 (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" 1 -81, 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=1'-0" ADDITIONAL SLAB INFORMATION. w Uj U) 0 0 co 15/32" OSB EXPOSURE I 1�1 SHEATHING F x x PROVIDE F BLOCKING AS REQUIRED PEITR n SECTION X-X IF LU NOT FULL HEIGHT SHEET - Z 'A y FLOOR SYST M r " (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE1 F SHEATHING Uj Uj )LID 2x BLOCKING @ ALL C C SHEATHING 0 EDGES (SEE OPENING SECTION X-X) Uj F _x I Fr L�j 0', --OE W _2x STUDS Lu'j) BEYOND. SEE PLAN 0 . 0 A I III I I L L_ L___y '\-2x4 P.T. BASE \—&JHORIZONTAL PLATE BEYOND 2x RIBBON OR -- VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r'%1A-r1fNk1 MIA/�MARA 318" "S" = NAIL 318" SPACING 1/2" 3/4" 112", S 112" 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 wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING YER]ICa 110CEINQ SECTION X-X 0 �k 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN q) NAIL AT BASE 2 ROWS @ 4" O_C_ w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 6 yj @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. CO STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O,C. 2 w/ 8d COMMON NAIL 0 Uj 0 L�'j U�_ FX< PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER FF__ Ca)� CF W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < F_ 0 0 LL U) zi G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL Z U) LU 0 0 LU MEMBER IF GABLE END :E NOTE: 8d NAILS FOR WALL SHEATHING MUSTBE MIN.131"X2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. rc & 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 �4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ,,/--2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W1 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 Wlf.4xWl.4 WWF OR FIBERMESH A 'i4 Cl) 4 4 (3) # 5 REBAR ON 3" CHAIR 4" l'-8" WIT' MIN. CLEARANCE ALTERNATE FOOTING 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 EAEND EAEND V-4- (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-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 W1 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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 OCT 2 8 2OZZ Virtual Review Assist, Inc. 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'0 — Z STRUCTURAL _J DETAILS —MONO L IX4 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL 1X4 DOOR JAMB (REFER 1x4 1/2" DRYWALL F UNACCEPTABLE INSTALLTION a DOOR JAMB (REFER P.T. TO PRODUCT P.T. F TO PRODUCT MAX. PROPER INSTALLATION 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 )N APPROVAL FOR CONN. X 4 IRE # BAR ITYP,' 1 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED -ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" C\j x4 P.T. 3/16"0 X 3" LONG FURRING F 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING (2) ROWS 3/16" x 3 1/2", #51REBAR (TYP) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD : O.C., 2 ROWS STAGGERED 04 0 04 TAPCON. INTO STAGGERED @ 16" 1 x8 P.T. 4" 28 TAIPCON @ 16" O.C. & 4" 2X8 FROM EACH END wl MIN. 1X8 . ..... BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH TD go HOOK (TYP.) TD. 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od . LID MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL - FILL SOLID STD. 90^ @ TOP & BTTM CHORD, AND (8) VERT. C) 00 1x4 P.T. & 1x8 P.T, — S I AGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS 3/16" x 3 -112" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT Lj L WEB METAL SEAT PLATE NOTE: kL it < O.C. & 4" FROM DOOR JAMB (REFER 112"DI N. 1x4 11/2" DRYWALL APPROVAL FOR CONN. 1x4 L Ella -1 7 LAP SHEATHING TO 4 W 2 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. DIS' �j 6" 2x8 P.T. wl (2) ROWS 3/16' 1 ;e0001 TO PRODUCT ,*2',"EDGE k APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1 /2" 1 APCON @ 16" 1x4 i O.C. & 4" FROM EACH A 0 \_ TAPCON @ 16" O.C, & L END w/ MIN. 2" EDGE DIST. FURRING D IST P, @ FIRST COURSE NOTC @ FIRST COURSE � SIMPSON HGAM10KTA @ 12" O.C. W 0� 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ —±2-L w/ (4) 1/4xl 112" SDS SCREWS 0 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 \—NOTCHWEBATTHE INTO BAND JOIST & (4) 1/4"x2 3/4" z < 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL A FIRST 2 COURSES TITEN INTO K.O. BLOCK ±5 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENIN GS� �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP a) LO [0- E 0 lr� 0 SCALE: N.T.S. SCALE: N,T.S. SCALE: N.T.S. L. "0 Iq 0 0 (y) lzt- 0) (y) C14 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO 4- U, m U :D P E - - C: 6 u , 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP COURSES 8 OIC UO 6 < C -5� W/ 1/4" x 3 1/4" TAPCON (11 1/4" MIN. A -A = 1610 # FOR 2 STRAPS SEE ARICH PLAN AND FILL 1st4 SOLID W/GROUT V) U LU 0- - Nt C: EMBEDMENT INTO BILK.) 1/4" MAX ir Z_� 8" 1 PLY PRE-ENGINEERED TRUSS PIRE-ENG TRUSS DESIG4J 'SEE c.0 E": C') 1 X 4 FURRING SOLID BLIKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCON S ING-1 F BELO W CL _0 BLOCK HEADER ARCH BLKG. & BUCK N.i SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 16d 2x SUL 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"11/4" TITEN 2150 ALU,k'D�F 2 x 8 45' DIAGONAL INTO __-rLEAVE A CUT OUT IN O.S.B. (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION 7KG ON THE BRC, WALL'r�eFE P ALUIV, BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM , PIE P P11 AN I I V K FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR .B LEIN 0 S.B FOR io BUILT UP PLWD. BUCK NEL CUT HOLE IN O.S.B. FOR ARCH PA CELL IN HI�AREA% 2 x 8 45 DIAGONAL BRACE AT EA. POLY -CELL IN THIS AREA SS F CHALMNIFL- -4 -------- DIA FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS FAS NOTF 2 BELOW I , L CONT %rENTED OFI!��OL OVERHAN i 2x8 BACKSIDE TO FIT ARC[ (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL LRIIOCK CONNECT W/ 8d NAILS BRACE/ BLKG. CxDNT 2x4 NA" NAILEDTOTC.1P N.T.S. 8!_0r_;KIN1_- wl 2-12'd �_IAIILS CHOPD EVERY OTHI-ER TPU INSTALL WDW. SCREW ANCHOR SIB -M\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN -3-12d NAILS, TYP- i��) RETROFIT WALL OVERHANG DETAIL (NTS) ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER 4" MIN. OF BRACE A FOR OVERHANGS BETWEEN 314" TO 1 1/2" 1 G.C.1 BUILDER TO VERIF-Y� VIDE SOFFIT NILATERIAL SPAN CARACIT 0 C6 W 0 W 2 W W 0 INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU N-1 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH CIN THE DE516N PRE155URF_53PECIF�ED FOR a-,�rviPCINLINIT:5 jiND OIL LU 1-- < Of j z W Z W 0 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4'MAX. RAID. IF TRUSSES USED) W/ (3) #6 X 41/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" HID TITEN (CENTERED) W/ LISTED IN THE DESIGN i�R'7ERIA ON SHEET SN. 12 FO R 30 FF1 T ATTAC H MEN T_ -1 T V�A L L (P ER ALPH A A L U M 1 N-C F 1 A 14352�� PRODUCT APPROVAL) F CHANNEL FASTENEUTO: " IN/ FN��HANIGS LESS THAN 3/4" - NO REPAIR REQD. w (D W < < 2 0 0 < 000 W:) 0 ILL U) W U) U- 0 _j < C3 x W OZ20 0C00T9z0--0R00,-0mz 0 U) W 0 -wFnz wu)0�13fz=), q _,:,zWWI_zLL <06�_j 11-011 51-011 ARCH DETAIL J� MIN. 4" EMBEDMENT AT 16" O.C. CLILI W� T NAIL.09? 02-A f@ 24" CI.C. 5&' MIN. EMBEDMEN-T vruo'D 111 (3) 16 (:,�,A_ &4�xi_/4` CRCYWINSTAPLES, @ 247 MAX. O.C. `1 4- 0 U) 0z _j a- , a- < < 0 LU Y Z 0 W z W Q 0 IL < M-_;�Wya<< < SCALE: N.T.S. �S 12 JACK TRUSS PROVIDED BY SEE PATTILRIN ,IA 0,1i � (,,s GA 34114' GIRO'0 8TAPLE @ E G 'I FASC U_ 0 W 0 W z U_ < 0 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. INISH FLOQ3 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING A17ACHED LL STRUCTURAL- SOFFIT SE-01 SCALE: 1,U` - 1'0` (**l FOR ALUP-41NUM SO. FITS WIT - > V . . . V EMBEDMENT INTOI�.) PER NAILING SCHEDULE —#5 BAR /4" MAX 2'-0" REV 09 2� 2 21 > N5,TALL N11 D, SPAN RLOC x 1 C> 4 `� C:) SIMPSON THE S-C.TFFIT FL PA INSTALLATIC4 f P 1> . . .6 .0" 1 .6 ... V b CENTERED W/ C:) BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS H2.5A W/ (10) �REFER . 190 "14 011 — IN TOP C? r1i 1 X4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,' KNOCKOUT/ N LU 0 CHAIR BLOCK 14 P__4 Ln :D 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE MIN. PROVIDE 2x 7Z MONO FOOTING > U-) C:) 1,� 'D C:) PROVIDE 2 x 8 DIAG. BRACE BTW4_1 VERT. BRACES WHEN HGT. OF N 1-1 (2) TAPCON AT EA. SIDE BUCK WITHIN 4" CONT. W/ (3) 12d NAILS DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 1 Od NAILS 8" O.C. -7 11V SIZE AND REINF. PER PLAN AND SECTION DETAILS - z < Ln Ln BRACE EXCEEDS 24" - (1) JACK TRUSS PROVIDED BY--/ -k 0 (2) @ -1 z LL_ V) LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 TO TRUSS TOP CHORD !��IYZN �1, �_ CLEAN FILL ;2 1z V. < Lij Ln 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. 000, + + G + PLYWOOD SHEATHING + DIRT 1 71 2� z .12 /_ --STANDARD C�l 11- 0� Cz a- PLAN 4'-0" MAX SEE + -1 >_ < 00 < BUILT UP PLWD. BUCK - + 99 HOOK C\1 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + BLOCKING AS #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS < "'-2 START OF ARC NOTE: IF TRUSSES USED) W1 (2) #6 X 41/2" WOOD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + REQUIRED FILLED CEL V .9. "? V LLI _j C:) x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAID TO SUPPORT CD BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" If TRUSS + SOFFIT ko INSTALL WDW, SCRE ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. I + 7 _Ii� - - + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL — rL_`**� DESIGNED ONLY FOR THE SECTION @ ENTRY — 2X4 SYP III 5a EACH TRUSS A/ z REINF. PERLAN AND MONO TO STEMWALL FOOTING STEMWALL NJ SCALE: N.T.S. INSTALLATION OF SHINGLE SCALE: 3/4" V-0" �, SECTION DETAILS AND METAL ROOF FINISH �S SCALE: 3/4" = V-0" C\I 04 CONNECTOR I C) 04 I GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, 0 A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. 7 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. C� C:) AT LEAST 2 HOURS BEFORE PLACING MORTAR. N. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SOOIT EXISTING BOND BEAM. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR . I I PRECAST LINTEL C:) R E INIF ORCING. PROVIDE LOWER SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN 06 (.0 00 00 C) N C�l 04 c:) Cj - 04 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 HOOKED DOWEL 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED '(MAX. 4'-0") TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT 0 CN C) 04 C) N C) 04 C) N CD 04 C) C\1 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") & CN 6,6 C) 6 Cb C) C� A C) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR , WWM AT PERIMETER 24" O.C. 4 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 PER ANCHOR) HE' W, RE THIS CONDITION (1) #5 BARS CONT. OCCURS SECTION@ ROOF EXTENSION #5x6'EMBEDDED INTO EXISTING BOND BEAM C) C) C) C:) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL TOP WITH MIN. 3" 0 0 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 COVER - - 6'-0" F.F. SCALE: 3/4" = V-1)" �, �S U) < FILL CELL FULL HEIGHT W/ 2i U) CD CD C) C) CD C:) OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LL W NON SHRINK GROUT. Lo >1 I C� I C,5 1 41 L6 (61 r,: EXPANSION STRIP 0 0 SIMPSON HTT4 W/ (118) 1 Od x 1 SEE SHEET D2 AND 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 LU rA U) 4 FLOOR PLAN FOR REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT M I IEEI I Mi I IE] I IE1 I 1=-' =1 117111 lEd I I - I F�51 I F LrFW 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD MORE INFO LL < #5x6'EMBEDDED INTO Z Z PRESS PANEL REINFORCING INTO PLACE. El I EEd I E�d I I V I I— F� IF _11 EPDXIED w/ SIMPSON "SET" Z EXISTING FOOTING CONIC. (2) #5x6' IN co z 0 W �5 6" MIN. LAP SPLICE W/ EPDXY MIN. 6" EMBEDMENT & < = 41 W W COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 3" MIN. EDGE DISTANCE U) c� FILLED CELL C) SMOOTH. DO NO FURROW. DRILL 3/4"x5" MIN. HOLE 0 < F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE V III Lll= SET BAR IN EPDXY CF) -0 0 0 - a - Lr- LU 6" MIN. LAP LL _L G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: SEE GLASS BLOCK INSTALLATION NOTES. co z 04 k4" -0 zw� W < 0 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 9V : . SAW CUT m z = 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 _�_�(2)#5 REBAR. MIN. 3" �- z 0 w z _j TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE THE VOIDS WITH MORTAR.) SECTION R160 16" MIN. COVER EA. WAY A SECTION wo WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL 7 Of EXISTING FOOTING >�< 2zaf 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN SCALE: N.T.S. 0 _zzu- GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. W 0< < �- z J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL >_ C:) 2 00 < 1 2 0- W >_ W L0 z SCALE: 3/4" V-0" RETROFIT FOR MISSING z T__1 z m < 0 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 RECONIMENDATIONS FOR SCALE: N.T.S. z F- 0 MSTAM STRAP < INSTALLATION OF GLASS BLOCK. SCALE: 3/4" V-0" 0 0 _j OCT 2 8 2022 z z z Virtual Review Assist, Inc. Plans Review W 0 completed and c) @ approved for compliance with the 2020 FBC 7th Edi hy LAST PLOT DATE Jul. 15,22 Debra Anne KiahrPX2300 STRUCTURAL z 4_0 0 . _J DETAIL�'--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). k. �j FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE_y'= V-011 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. STRINGER CONTACT� SIMPSON P LSC EACH STRINGER DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A�35 OR LSC EACH STRINGER C, .1 IT 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "All SCALE: 1 V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS CTION VIEW "ID11 SCALE: 1 V-0" FILLER STRIPS ADDED PLYWOOD 4 GLUED & SCREWED To PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL I _----2xl 2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" INGER GLUED NAILED ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 wl (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1 V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1 V-0"_ SECTION D—D- 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS o-, —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING H MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 2x4 SYP BLOCKING 7 AND 1/2" GAP TOP AND MTS12 wl (14) 10d x 1 "'��x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP NAILED TO STRINGER FRAMING (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x1 2 TREAD GLUED GLUED AND AND NAILED NAILED---\ < L 2x DR FTST�P DR FT STP 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT POINTS OR DRYWALL SPACING POINTS x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING B H SECTION VIEW SECTION VIEW SCALE: 1 1-01, SCALE: i -o-- 2 2" -3/4 PLY\fv ON DECV --2x8 SY1 AND N/ FRAMIIN 2x4 DRAF' STOP 2x4 BLOC� -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1' 4 AND 12 PTOPAND GA 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 C ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ -I" X 4 2 "' TAPCONS @ MAX. 32" O.C. 4 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUSTNOTTOUCH STRINGERS G 2x4 BLOCKING FOR 2x1 2 2x4 PT UNDER 2x12 G. 1 TOP OF STRINGER 'ON A35 SIMPSON 35 C OR LSC EACH R STRINGE OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/SIMPSONH3 SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 STRINGER [STRINGER ---I---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 41.'X 214" TAPCONS @ MAX. 32" O.C. _1x4 GLUED AND NAILED TO STRINGER SECTION VIEW VIC11 SCALE: 1 V-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, El (2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING 4 BELOW ALL NEWEL POST OSB OR PLYWOOD FROM JOIST TO JOIST. USE 1 3 OR 4"X16" LVL 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O�C. TOP, BOTTOM AND VERT. NEWELPOST SECTION VIEW llGvl SCALE: 1 V-0" BLOCKING 0 1 /A I M k...; U N 0 1 M U k..# I I U I N LJ E: I /A I L 0 (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" JOINT -TO )ISTS) NAILED AND ) TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10dxl 1 POST LET INTO -OCK DE ING IX8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES ECTION VIEW "H" SCALE: 1 1 1-0.1 N% Virtual Review Assist, Ink. Plans Review completed and apprond-/ ,or compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CNI CD C\1 LO b, 6, L0 0 .4, 00 �Lo Z� z 0 Ld" LU W 0 z T < (D U') -- E > 0 LO 0 Q co 1"t Ci M N 4- V) 41.- 11) -j n U Z) C3 �3 Cl) -0-0 0, %) E — — = (,) = 0 — U 0 0 a: C, 0 0 < U < (D U LU C)- t; cO E 0) 70 L- C) co 0 CL -0 LU W (D W C1 Ld V) W W W _j W 2 0 0 F- Q� _j r. (_ < z W W z W 0 _j<0 < 0 0 Z) LLOOLL-i < I-- - Cn <Cyx- W o(z/)200�1-jP CDy C/) ow � zo , 0- EE 0 0 - 0 z < z 2 0 0 0 z W (nW1L>F5ZWWLU Fnww<00�_j 0 LL _j CLOZY0 z Z z 0 _j < < W < W Z) W 0 (L LL < �- W 0 W 2 Y z Of D < 0 0 0 � < LL LL < 0 C) C) Z LU 0 1.- 1-� j._q V) r"s > (D F-1 U0 tD C) C) z _j Lf) LL. z Lu Ln Q� < < 00 U z z LU W _j C) C) 04 N C__) C14 11 C) �4 C:) CD (0 W M 0 C3 0 C:) C) C) C:) N CD CD C) 4 C) CD C) C) c� C) CD 0 LO > 04, CO3 'It' L0, CD, r--' Ln '11. CO Z Z z 2 0 W U) W W CD 10 0) 0 :D 0 0 ;> < 0 a- 0 of W 0- M LO Z W F- W I.- W Z) co 0 z 3: >- af >-2 < W 0 z W Z Z LL W 0 < < �- _j 2 z C) 00 < 0 a- >- W C/) S2 z z ?__q z < 0 Ir.0 z < 0 0 1 1 00 0 z ST z z W WC) C) CN LAST PLOT DATE > Jul. 15, 22 STAIR DETAILS i T IENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. rMA-FFRIALS • F'C 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI - REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM - PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. - 7/32 INCH WIRE PER ASTM A510 - MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTE� 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND AC1530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4C^=-�41W4W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 F -OB -OB 8F32-OB 8F8-1B BF12-IB 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-IB T-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 - 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8o54 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 (19110127 (191 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19] 7181 (11918328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 8825 (1 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 (15_ W-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 1 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 1 2513 17-4- (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1 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 F129 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 SAFE LOAD - POUNDS PER LINEAR FOOT 8RU6 8RF6-OB 8RFIRB 8RF14-OB 8RF18-OB 3RF22-OB 3RF26-OB 3RF30-OB WRF6�1B - 8RF10-1B 8RF14-IB 8RF18-IB 8RF22-IB 8RF26-IB 8RF30-IB 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 1 1756 3699 5206 16639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19] 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 1 901 1825 3120 5048 7915 9479 10893 (32) T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 1 2459 1 3776 1 5743 8998 (19'10893 (48) 9'-8" (116") PRECAST - 41, 466 §99 1 1568 1 2253 1 3129 4091 3146 526 999 1 1568 12253 1 3129 1 4150 _ 5891 (47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-094" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REI NF CmU* 2'-10" (34") PRECAST 1293 1642 2135 T-G' (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 T-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1 V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 IT-4" (208") PRESTRESSED N.R. 194 63 1Y-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 SAFE LOAD PLF 8RU6 8RF6 REINF. cmu* 4'-4" (52") PRECAST 758 757 1365 T-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 T-6" (90") PRECAST 509 1 674 393 9--8" (116") PRECAST 370 490 r2217 < 1.0 SAFE UPLIFT' LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AWI-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T -1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-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") PRECAS 1 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 (12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 (23) 1021 1634 (12 2102 (1 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 1471(15 181kl� 2152 (16 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15' 1185(15' 1458 (15' 1732 (15 2007 ( 5' 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1 1028 1422 1738 2053 2369 12'-0" (144") PRECA 470 (9) 441 723 (14) 936 (14) 1151(15: 1366 (15 1582 (15: 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15 373 606 (1 783 (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 (141 1052 (14 1218 (14� 410 420 709 1050 1434 & 1694 (8 1954 (7) 14--8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 (1 1129 (14 246 390 655 968 1324 (8) 1625 (1 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 (13 1052 (13 230 364 1 609 897 1224 (8) 1562 (14� 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (12)520 637 (12 754 (12 872 (12 192 303 500 -(12) 732 993 (� 1268 (14 1470 (14 19'-4" (232") PRESTRESSED 162 222 347 (1 ) 446 (11) 546 (12 646 (12 746 (12 166 261 424 616 831(8) 1057 (14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (it 393 (11) 480 (1� 567 (t) 654 (1: 142 230 369 531 713 (7) 903 (13, 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) 378 (11) 461 (10) 545 (1:) 629 (t 137 221 354 508 681 (7) 861(13 997 (13 24'-0" (288") PRESTRESSED 124 175 267 (10) 341 (10) 416 (10) 491 (10' 566 (101� 124 200 316 450 600 (7) 756 (12 875 (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 SAFE LOAD - POUNDS PER LINEAR FOOT rYPE LENGTH 8RF6-1T 8RF10-IT 8RF14-IT 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 Y-10" (70") PRECAST 65 1262 1900 2538 , 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 506 967 1462 1952 1 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301 (151 1640 (15] 1980 (15] 2322 (16) 395 589 1135 1514 1 1893 2272 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 0 U'6 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1B 0- 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. L uj [Luu Lu #5 REBAR AT Lu U F- LU 0 F- Z 4 ee Ln < BOTTOM MIN. (1) .< >< ce LL U 0 REQ'D < m Ln . r1j ce Lu Ln �16 GAUGE POWERS E; �y 3: STEEL BOXED uj 0 Q� a- LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. 0 w 00 z GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP (G UNIT'1871- 1ST FLOOR PLAN 1/411 = 1 1-011 (F OG Plans for compf -0111 T-AIJUU N 04 C) 04 L0 c) Co r < z w 0 w z (D LO to- E 0 K 0 '0 cq u 0 (y) "'T- (Li (y) C3 U U L 0 -0 cn E c- :2 col z) 0 2 8 75 U: 0 < u < V) U Lu t; cO E C) w w W w Ld W w w 2 0 0 w 11� �- z W w � y -j z OfO2-1< < < ::) 0 3� W LL 0 0 101 0 < - U) U) <ax-j W OZ20-�-!� ::) 0 Z LL LL - -j 0 0(/)jr9gz0w00m Z 0 z:3 0 0 0 z U) W w w U) w - (L > U) W W �- z LL X < 0 w 0 a- 0 Z y 0 0 < w Kwz w0ca. U) LL V5 23 2 (-) < < 0 w �wzg< OW LL < 0 < LL C) C) r4 Lu 0 1-� u') > V) C) C) C) Lr) V) LL 'I- U-) z Lu Lri ry < < 00 u Lu w -i C) C) 910 04 04 C) 9 04 c� 00 C) (D C) C) C) C%4 C) (14 C) C14 C) N C) C14 CD 04 C) C14 04 c:) 6 V- 6 T- Ob c) A C) 4 T L C:, C6 c) 6 6 c� 0 CN LC) a) > 0 c� CD C6 CD 4 C) 6 a 6. C) cr CO w z Z2 W 4-0 Lu W 6 4-j 0 7-) 0 0 < 0 0 z w < J)f w w < moz 1: z 0 w Z < w 0 2 Z 0� Z Z LL- Lu 0 < < F-- 2 Z 0 00'� U) z 7-4, z < 0 ryz z 0 0 S "l 1 z z z L� uj 0 LAST PLOT DATE > z 0 STRUCTURAL DETAILS -j A B (L) -- -1 --- I 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) #51- (1) #5U (1)#5L (])#5U (0)*5L (])#5U fl)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (I)*5L (1)#5U DETAIL'D' DETAIL'B'&'C' 2'- 19' 1 V-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 1 9462 V46Y 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 1 5318 5318 5114 5114 4'-U' 7-8" PRECAST [2) D4.5 WIRE (2) No. 3 2038 3722 170') 3722 3598 3598 4'-6" 3'-2" PRECAST f2) D4.5 WIRE (2) No. 3 1566 2859 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'- 1 T' 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-6' 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST f2) D4.5 WIRE (2) No- 4 619 1130 1130 1115 1115 81-91 6'-8" PRECAST (2) D4.5 WIRE (2) No- 4 581 1062 1062 1048 1048 8'4' 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 ---1001 979 988 9'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 101-6, 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11'-47 101-01, PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-U' 101-81, PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6' 1 V-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 27� 202 281 (2) No. 5 20'-0" 18'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 V-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R- 22'-0" 20*-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand + 2*-;7t22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N-R. 164 164 124 179 N.R.- NOT RECOMMENDED I LLIJ I DETAIL "A!' DETAIL "B" Lki Lill) DETAIL "C" DETAIL I'D" TYPE DESIGNATION I -PLAIN LINTEL/ QUANTITY OF #5 BAR T I - SOLID LINTEL LO-IR UNTIL CAVITY [8xl6-P-1L/1Uj NOMINALWIDTHJ L IIIA14TIl OF III BAR AT NOMINAL HEIGHT UPPER LINTEL CAVIFY I 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 (01#5L (1)#5U fl)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'IT DETAIL7 DETAIL'H' &'Y DETAILK 2'- 10" 11-6, 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'-U' 2'-8 PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-g' -3'-Z' 3'-,V' PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5'-N' N-17' PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5'- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6'-6" 5'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 1 4225 4314 7-6" 6-2" PRECAST (2) D4,5 WIRE (2) No. 4 3206 3206 3063 3183 7'-9' 64' PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 81-91 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'47 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4!' 81-91 PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 10'-6" 91-71 PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11'-4" 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No�3 (2) No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 (2) No.5 1354 1354 981 1354 13'-4" 17-0" PRECAST (2) No.3 (2) No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 17'-4 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No.3 (2) 7116 strand + 1035 1035 478 936 (2) No. 5 20'-U' 181-91 PRESTRESSED (2) No.3 (2) 7116 strand + 961 961 446 872 (2) No. 5 21'-4!' 20'-9' PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 (2) No. 5 22'-U' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand + 24'-U' 22'-9' PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 A: DETAIL "H" DETAIL "T DETAIL "K" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOHDUNTEL -] [L.-EILINTELCA-Y [8xl 6-P-1 L/I U] NOMINALWIDTHI L Q�Arl 11 .111 BAR NOMINAL HEIGHT U PEER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR S17E LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DE' DETAILDF' DETAIL'DE'&'DF' DETAIL'DG' 3'-8" 2'-4" 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 74' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4-2' Z-10" 7-6' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 44" 3-0" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-&' 31,11 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 1 2290 2085 2085 6-9' 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE )NO. 4 1409 1409 1188 1267 7-81, 8'-4" 8'-0" PRECAST (2) D4�5 WIRE (2) No. 4 1 oco 1000 686 903 J DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN FINTEL/ -1 QUANTITY OF #5 BAR T I - SOLID LINTEL F I.-IR UNTIL CAVITY [8x16-P-lL/1Uj NOMINAL WIDTHJ ] L QUANTITY OF 11 1A1 NOMINALH-IGHT 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 (])#5U (1)#5L (])#5U (0)#5L (])#5U (1) #5L (2) #5U DETAIL'E' DETAIL? DETAIL'E'& 'F' DETAIL'G' 2'- 10" Y-6� PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" -PRECAST PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4683 513/ 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 81-01, 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 81-0" 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' 101-01' PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-U' 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 1 2'� 6' 1 V-2" PRECAST (2) No. 3 (2) No. 5_ 937 937 685 978 134' 12'-0" PRECAST (2) No. 3 (2) No. 5 859 859 591 896 1 4'-U' 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 174" 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 -1 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION F PLAIN LINTEL/ QUANTITY OF #5 BAR T 5 - SOLID LINTEL UD-ER UNTE1 AV- [8x] 6-P-1 L/I U) NOMINALVVIDTHI L'.'I'Al'IT[T1.11111111AT NOMINAL HEIGHT , LINTEL CAVUY I DETAIL "E" DETAIL 'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #51- (1) #5U (1)#5L (])#5U (0)#5L (1)#5U [1)#5L (2)#5U DETAIL'L' DETAIL'M' [I) *5L (1)#5U DETAIL'N' DETAIL'L' &'M' 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 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 64" 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" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 7-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 1 2384 1884 2371 11'-4" 101-01, PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 10'-8 " PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-B" 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. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand BE 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-81, PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" 1 PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 TYPE DESIGNATION I - I LA:N E:NTEL/ QUANTITY OF #5 BAR AT S-SOLD NTEL L--ER CAVITY [8x1 6-P-1 L/I U1 NOMINALVVIDTH] ITY OF #5 BAR AT j L TTY Or 15 BAR AT N MINALHEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SP N 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 IS) L #5 (1) U (1) L SOLID #5 (2) U (1) L DFFAIL'DH' DETAILDS DEFAIL'DH'&'DJ' DETAIL'DK' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4--2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-N' 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4-41' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 5-4' 5-011 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6'-4" 6-011 PRECAST (2) D4.5 WIRE (21 No. 4 2292 2292 1 1918 2121 9'-8" 8'-N' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 1113 1455 a w., E DETAIL "DH" DETAIL "DY' DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF III BAR AT S -SOLID LINTEL L.-El LINTELCAIFFY j8x16-P-1L/1U] I NOMINALWIDTH-] ] L.�PETIP.I.SBARAI NOMINAL HEIGHT Up R LINTEL CAVITY GENERAL NOTES: 1.�CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY� FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # 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 GROUFT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 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: ijul (PLACED IN Fl�!D) (SEE SCHEDULE) 2 2 E� 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 713Z' STIRRUPS AT F-0" cc 00 00 rn (TIED OR WELDED) ;�r . Ln Ln BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" II' 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION_ PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL17 2" 2" 00 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/3Z' STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 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 (])#5L (1)#5U (0)#5L (1)#5U (1) #5L (2) #5U DETAIL'O' DETAIL'P' (1) #4L (1) #5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 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 81-01, 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'-4" 1 uz' PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 101-91 PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 2269 1 2269 1577 2269 13'-4" 12'-U' PRECAST 0. (2) No. 5 2 2034 1366 1 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 181-9, PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-011 181-91 PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 1 947 TYPE DESIGNATION P -PLAIN UNTEU QUANTITYOF# BARAT 5 -SOLID LINTEL LQ-ER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTHJ j L QUANTITY 11 4t5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 1) SOLID #5 (1) U (1) IF SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DM' DETAIL'DL'&'DM' DETAILDN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No� 3 7665 10000 10000 10000 4-0" 7-8" 2'4" PRECAST f2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'_1 0" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIFE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 44' 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7 6'-0'* PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 FoR -I > (H 01 CD (D UNIT'1871'- 1ST FLOOR PLAN_ 1/811 = 1 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 ALE L AD SOLID #5 (1) IT (0) IF SOLID #5 (1) U (1) L SOLID #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DA' DEFAIL'DB' DETAIL'DC' DEFAIL'DB'&'DC' DETAIL DD 3'-8" 2' 4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-U' 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-7' 2'- 10" 2'-6" PRECAST (2) D4_5WIRE (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 6-13" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-9' 6'-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 - wi 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) IF SOLID ,1511 ��)L L (�)U'10 SOLID #5 (2) U (1) IF DETAIL'DO' DETAIL'DP' DETAIL'DD'&'DP' DETAIL'DQ' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-U' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1 7599 10000 1 L000 10000 4'-2" 2-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4' 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 1 DOOO 8604 10000 N-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-B' 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 54" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6'1"' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-G' PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION nA11N P W-16VIXIAT S01.10 [8x16-P-1L/1U1 Jj L 4uWK Hmfr DETAIL "DL" DETAIL "DM" I IN' DETAIL "DO" DETAIL "DP" DE TYPE DESIGNATION P PLAIN LINTEU QUANTITY W f5 BAR AT S SOLIE LINTEL ]LIVER LINTM CAVITY [8x16-P-1L/1U1 4kNAL VIDTHIJ L OF #5 BAR AT NU66K InaiT I&III".0TEL CAVITY I TYPE DESIGNATION P - PLA:N UNTEL/ QUANTITY OF #5 BAR AT I -SOL D LINTEL -1 F ER JI1TI1 1.1111Y [8x16-P-JL/1Uj NOMNALWIDTH ] ] L QUANTITY OF III PIP AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8 PLAIN 8"x8" SOLID 2'- 10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Pre cast 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 81-01, Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 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 15'-4" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'- Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R, 100 N.R. = Not Recommended C14 C14 C:� 04 C:) 00 LO 'l-k A < V) w ;N". V" 0 V w z V) (D LO E 0 j CY) 04 4-U V) 70 ISO 0 01 E co') 0 U 0 -2 0 LL 0 0 CD - -2 Cj >' V) U LU D- C: (D c00 E c".1 1�1-1 �COL -'0 ui w W 0 LLi w F- LU w U) w 2 0 0 F- w z z it 0 2 -j 00 ::) - 0 it LL 0 < < F- 10 a x Of z 0 Z 2 0 < < j F CY U) 0 0 L-L LOL Q� 0 0 co z z LU LU - - w - (r :D 2 0 0 U) Z U) (D > U) w W �- W U- W < 0 -1 _j<10-ozy-azz Owc-)H -i F- < w z Q 75- w 20 " LL w 6 < 0 w z * < < < LL < 0 LL C) C) r*4 LU O� F- =j > C) t.0 C) in C) F re) r*-. z v) Ln 10- V) LL ur) z < LU < Ln F- cl� rij < U>- < 00 F- z 3: w -j C) C) C\1 C:) C14 C� C:) 00 C) CD CO '00 C) C) C) 0 N C) N c) N C:) N C) N 06 (N M C, 6 - 6 - Cb C1 C� T- A C) 4 a - a d) C) & C) 6 6 c� C) C) 0 .F n LO "0 > T- 1-: C) 0� CD C6 C) 4. C) L6. C) (6. C:) r--� LO w Z Z z 0 0 LLJ FD -1-i w w 5; 4-1 0 M L F- < 0 0 W W a- x Z w P F:: F- w co 0 z �- = z LD O!Z w z w 2 Z -ZZLL CY) w 0 < 2 Z C) 00 < U) Z z Tq Z < 0 z 0 0 S12 z z z Lu w C:) C14 c) @ LAST PLOT DATE > Jul. 15,22 STRUCTURAL DETAILS '0 MI zggawg�wff moturvining- Fiaraclloi D Gaigirie'll 4-1(2�x 4- 1 ��2'x 2-12 Back Cross Support (Wy bi� ox to Airt 5ge-e Atir-oct Right bilacket ('6 6auge) W 1Q, Dist- jk32 "jo Aoc 1.16t Belton Edg%e 1 4 111111, 7vrist-A 3 in frnnt) Washarn; F�ront Cross Support &Lackino Nuz'S ("q be cut to, W) Left Bracket i R,'� Gaucie' fliall!'k Inis supil�x,lilt into A1111C Unn Bottani Side �Tyl)icagj: 3 silido for huttle"ano usot� g,j�4. dwiLlo-vc Rvwt�,b _V, in.-d'd I A I I Haut- � `hi By- Loildnavrod Ma6a N_ av;;r"ir upon rao.:-_- lastalati-" !_� W= Florida [)apartment of Business & Professional Reguiallon P�oe 1 0 1 Builcling Codes and Standards 12M &M21 Product Approval Application Detail QW1 m2lity or R1112 2a OK9 EMSIM k9u. Tv" Yff higElgloalld(p "to girthnnal" Woonse vollalatod li ya_"L�_ a-UMUNINA F lii� ftiggroyal Apprawd stalm Affloration 2020 Soart WN P'.&O" 1,� MIChael Gnat- News F Norer* PE Locke Bowden P E 12`1 ar-1 020 12n612020 IZP817020 Appro�ed Catelgion: StNetu'al conporeirnr (577) 441�036U FE-:7271- Q34) 3delad() SuldCaeg.,V� Pncduqt� koodore� ss a R-� I of Infomsroad-t 11- Teolodogy Comigill we* Method: Srelgiation Report (i a Floods Rai)ISIM4 AKCAlleU" a UCrmeed Horde EW6422-Re Pronessional Engraer Ddeghteg. giallity Assurance A w_Qw_0 let k!" Aguittlettg f2r Vay impact PROM tigeals bar or Name, 4754 But4liel Dist"Irt c0trilrA Expiration ority In 1 04111,16 Hyti Reseturg Pressure 1 1� 510 Dual Function Flood and ventilation Vent 12GI12023 Yes Yes WA 1COA100 2 &Mtvaill Mod. #1 -140-51 l Dua�: F-glion Flood an., VentIpUrx, Wnt 11213100 3 Yes Va5 9JA W100 it r,", i�rl Pil-r! V� "Ai 09271 Ido, I rg� I flo 4 Sea rTVort Modal 91540,52 Itt Flood Vorr I 2d. 107 M yes Y.r WA I All, 160 51 edrotildenl N1046#154ta-524 16&quot� Garage Door Flood Vent 12/31P023 yo�s Y., NJA TVA 11 I Zoe 4d_5 54 Wood W.11 I-aleg"I Flood 11-t 12nlaa:22 Y., Yes NJA �106-100 �# ;0 5 Srna�lVtqdeloft #�$ 0- 4 C�adgda Do. notxi Vent QJ31(2023 ye� yes NIA KIA Florida Department of Business & Professional Regulation ftoe 2 of 4 Building Codes and Standards IrZiM22 Product Approval Application Detail .a!ililk r 29k 0 version Manufacturer Co ntact validated C c !tnn,- validated Stitimitted FBCApproval Apptoved Status alF,irston 202D Thertnal Corpatration Sts'e, Ja.ph ;L� - MidtL P E. Ry.P.J KxG, F1,E_ 04�15;2321 1201r41020 04=12021 059�121 �pprovet� caugg,dry; Edellor Doces `Ex� 843762n PE-47,40,9 (813) 767.6-.)55 SubCaD3gory-. Swroeng Eagarro, One, Assetriolias sJospor-nath �_t. do complianc Method: EvaintabongReportfroante Floreda Rag= Anctnte-1 or a 1-icen. sed Ftonda Prcf�ional Engineer FL#20468-R5 Products QualMi Assuran Approved for U Approved for U lm Design Sold 9 ls,�,u2L M.2deE Num per or Name product Daiscriptim Contract Expiration 0 in HVRZ Outside i Resistant Pressure I mt. Tgl ilber-Classig; and Smoth-Swr N-ral 6&#3R S &qUiOt; I rnPQ(A8,4ga01, OPOque 12t3l=22 No Veto Y�� NIA Composite Edge Eld"IL-s Single Door X oonfigunabtar) 2 b TherTr� Fibe.CIA-i� and StrooLd-St., Nornmal n4lSg, 9 9quot; I rrIpaot&qoot r)paque 12131102 1 -12 No Yes Y_ WA C om in m-ge Ed j-A F � b org �, ke Dva r Va I It S,olelde(s) W, OX or OXO oonfigurati.na�i c Therrm-TruPloar-Clawio and Snr"O-Sdar Nommal O&M,8 &ri I uW(Mrimt, Dptaqvc 12alr,022 No ?es Yee NIA Composite- Edge Eb"girse. Doub4. Door vlth or Mhout Sidelitee, flnemnailCutstaragil XX or OXXO configiraggransi 4 Nominal I Rvactli,-quot, OWEJO 12161,12021, W Ire" Ves IWA Oompovis Edge Fibergidse Single Door llnsWnao,UN,.g; X Lofdlsj�dorl� 5 9 1 rerma,Tru Fiber4lasSltr and Smoth-Star Notodgral Potadt;trr,- zog&qnot Gz�q�40 1161,'202: rs� yes rleo rJis ��darrpgdstle Edge Fitarg4r,- Singge- Door th Sdel daol 0gnsnatgKXrgaoanU XfD, C'-',( or CKC, configuralbarts) 11 f T[derrna-Tw Pew-aasmaos Sinoatnftr Nominal Sai-t napact8aquot, Opaque 12f3i r2C21_ No Yets Y__ WA Cont Edge _F nairdbaa C- roo no.r wth without Siceirtes (Irgwangtuutsymig M or 0XX0 gdar"Urattons) 7 Tfte�_TniFi-,Ciassic and Snnomh��tar Nominal 6&#301.43 &qx-,r,,"ago1&agLo1, GiazW 1212i'tr-022 No Yes Yes WA compelatte Edge slingin Dgr (hr-"nout-hu; X fg.rafiore- 8 fi- Therna-Tha Fibe�Cla-i_ -0 Srrr>,tfi-Sla, Nominal 6&#Sig8 &qnotrlqoaol,&rg00t �11-Zdd 12r3l =22 No Yes Yes WA Composite Edge Fiberglass, Single Door mth szd. tos� ort-ingtots"arG XID� 0y, or OXG 9 1, Therma-Tru Fiber-Oiassioanot Snoxam-Star erainati gl=Ra &e�a�ix;oblquet Glazed 12t3l 0022 No Yes YC5 i C.mpoe,ta Edge Nborglass Double Coor Arth or Without Sedelitep Xx or CxX0 con6gumitons) 10 1. Thornra-TT,t Fdoar-C�lasslc and Norrit.1 MOEE0 ftoa:1rat&q6<o, Glai 1:Ggii2`322 No Va.. Y� WA Comprasies Edge Ekaerglaz_- Sangle Doo� (I nswrWOutswng; X coryfigurationt I I k 7�anrrla�.' In Froo-goon, hd srngrtot]�Eta, Nominal &W3Q.0 6thot;Impagetteluel, Glared 112M1=22 No Yes �es 1111A G,omposoe Edge IF berglass, Single Ocormth Sadalateir) �naoaaqfCiosmaq )o), QX or C)Xrj oanigg 11rationsl 12 1 ThTnt FiL C--- - Snoonta-ld., ornina, as*3Q�jo &qa�1rltapaet8arnot: Glaoh�d l2)31)oQr?2 got ya% Yoe WA Composite Edge Fiberglass Iku birs Door vfth or �vlhout Sidefires(IrvaingrOurtevAng )0� or 0)gX0 cortogurathons) 13 m Tterant Tog Fi-- r-4- and S-th-St., Nominal 6&#39,8 &dluot! I rnpaet&quat, Gla�od Molded 1213112022 No ya. oss NA Open Congripceitee Edge Fkbefgla� Si ngle Door (I ra,ugnW0Lrtswrgg;g, X configtaration) 14 n Thenneg-Tna Fib-Claseic and Smeoth-Star Norninal 6&#39,8 Saguot Gl-.d M.1dd 12) 31 r2l 0 2 2 No Yea WA Open Composite Edge Fiberglass Si ngla Door evith Glazecl Moldled Coft Sidaittri(s) fl;rwAnW0,AsWrg. xC, ox 0, OX0 onm_Laktiono 15 o Therna-Tot F hs�r_li and �,,-,octh-Sna, N.rnarral M#39,,8 &q�t TrioacMituot: Glazed Moldec� 12f31, 12022 No Yes Yes WA Oper, Cornpor0e, Cope riterpleas Doohle, D.Q,,,Ath or t0hoot Glazed Wrided open Eidelites xx or OXXO cortfiligaartioas) �qorintull 16 p, Therrga-Tnu, F,aa,,Cla� and Smooth-Std, Re#3EI3 Opaque 1213l nO22 No Y.6 yes NJA Clus It. �ITO Edge Satglo Door nath Itaolded afe�l Eldalltaf"� 0�� or 10�<'D tepaig ' ratarts; 17 q. Tharma-T. F,W.�_Iaesle mmd Srweth-Stai Notntrall 15&4,39�8, lraltagot� top-t8olueo, Ograque IV31,r2022 �40 Yes Yes tVA Conalto,10d, Edge Pnergood, 0�uldle0dol-WO or wthow Glated Pt"Queni Doerr soelders flpewngtOuttswrd; XX7X;O(0 onn-figunnions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P�, d2 1 &"21 t! t: I I l:I 'I, ilwltk� I Jklll:� 1:11, 1 i�: 1, :1 iiii Dal. Dal R il I I ;:; 1:1:1 1J:l1:l:: llc Date Pearl Drd� Z= "I'll surnalon Ctroutol �A I Inaaa. "Itele"ll A, VAI Adightlift Pro Atogeosint litz, in, latmos .1. 20= Ml vind-s and Do- Brent SifinW Luis R bane L Sit- M Unch, PE I no 6 M. A insdin twdtlI20210 I M 5ool.2a Appr�ed Catad.ry; EAugri Doxes (7 f 7 � M-33N PE42:14 (717) 317 4454 shub0h.gnry;Q6d,U F-ior lo-Ais-sios Compliance 111000god; Enduation Report frorn a Fill M J a Reclstere d kon ft�_l r a -loorard Florid. P'.f-i-el Erntn 11`1.91�332,lgit products C-111, A--. Awiling im: Uw Aiupr.�d fisr Use t.-t Persian §29-9 Product Medial. Nurni or ltinat Product Desaloclon xotrallim Date in H= Retrial 1 SERIES 420 At UMINU M SGD SERIES 42C ALUMINUM SGO QX0 12131(2024 No Y.s No Pit-, 145.'Algd..' ABIG&q,ol. NON -REINFORCED 2 SER IES 4'20 At UMINLI M SGD SERIES 420 ALUMINUM S3D OXL XO1 XX izr�1(2024 No Yes Ne WA NON-REMFORCED r(TRIC0 420 ALUMt-M doe RCTWORC� oXO N, `AL g. SERE$4�OALU�AINUM$i:;DREINFORCELI QMnJJM S SERIES 470 RFINFCRCEr� OX, 12511024 it. yes N. NIA xr Xy� 5 $ER ES 420 Agr UMI4U M $ol) Reilararodr, SERI ES 420 AL 00INUM EuEt RUNFO RCED VX I wvi r, n.,i No V�e No NVA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72. please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product suppliershould you not know the product approval number for any of the applicable listed products. Cate gory/S ubcategory Manufacturer Product Description 'Approval Number(s) Test Pressures Expe Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12-/31/2022 1171-15332.1 B. SLIDING Mi Windows and Doors Series 420 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL1 5504.3 +28.0/-30.5 psf 12/31/2038 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 FL174991�2 +60.0/-60.0 psf 10/8/2023 B . HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED Ml Windows and Doors Series 185 FL1 5349-1 +60,0/-60.0 psf 4/3/2023 D_ MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E_ OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192�2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psif 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF :!3 Tab, Dimensional FL10124.1 N/A 12-/1612022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D� ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918-4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL15076-2 N/A 12/31/2022, 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/202Y C� ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/202-3; D. MATERIAL Cast -Crete Corp. !!High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. iSmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12,131/2023, The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbrmation must., be available to the inspector on the jobs ite� 1) copy of the product appro\ral, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Fioi�dz, Department & Bt,slneSs 8, Prifi�,ss:t�nal Regilit[on BL ilding Codes ar�tl Stardards Product AppToval Application Coat3il F_w5it 7"tai !sw.�Lni, M, iaolde_d 1.4 viablatia Isaw"not WL&WAL21 Agnatexad Tildatj4A F 2C I r E 1 0,21K,0 1:020 Ar,rro''I" Q'4 L�arm ��f Use An� I pr�,� urp.-b L 4- F-dio, ct'-w- in HVH,' QulePU5 P,Fe N11, ff-101 Nt.A,. ol Nat- F la,�l t�nll I n� Is I 15 A-M o 'A- t S I., r I L 1 it In, r, "t a au Voll��I: M.VILR�IWNI _,nm iy� t, �1:. 00 Nantt�., ,I N"I" nI 4 C �41,_ 0.1 r-r, F, arldo Die ata rtme n�t f RuornesG Z. Pro slortal Re9UiZfi01`I P' '2 BLINl1dMg C,06CS qnQ Sfand3r& t r,� �� PnOdLet Approvul Applissitork Dotal Dag. l out. F-Alon Data FA� _1W4 'A 'F 117 1.11.�r 1� 4sr-, 7 .8 4 s'- A,- tf� ts� 8sai f- t.- ";t D.Iqv P,.6-t Eaa,t.L, D 4, 1,, H W Z --ma Hvhz -k-' �W I - L�na:oo G143%5 17"'vortme nt of Bllsinsno� 8� �rofi �Sgonol ppgulatirol Buliclir,g Codes and Startlards Procluct Approval Application Detail a,;, �f 1 Ele-N - 010 - GriN Data Dalq C-1 N k V-5. roofid-d By V.Hd*.,t slaurnin FIRC Are -A A,al.ys stiv_� te:= sl� J�� I- it-od 0-11y.4-c-2. App,.d I., U I pp;o-,J fti, U oa finno-1 D..q" Tro�t Ii- rafl!V age. 212�11UR 73 !;:1 Yfl:r! A, l Flonda Cepoqnnent o- 13_ing�ss S Pro. sacnal ReguAtion Building Codcs ard Standards Product Approval Applicition Detail EntRy " CW-- 01�9 Data Pndmg #)A- �ang a., U-neL, L nL-Ianrksg� FK Aopoo�A ADRE9 '2t! S111 4 t- 'Ij! �l I 1-t.. ro ol r I& Jr rh PE :1 11:21' '2, 1 1 l4ob.1020 At��a Quality A'st, a4m, Aporp=df� c-, E- A 0061"m P', "rnst C.�l E.phr�tl D.. irl "VJ `�s Howls It P, ...... 3 - 7� , "flated 'It", N. , KLI �' C, Florida Deprtment of Busrnea�s & PrafessHanal Regulation Sulking Codes and 'Ta ndouds o Proluct Approval Aprh�catlon Detall 2M RAE D�ar F�fl,g!m 2A11 Val, I.- & Aujuay" =115 211��QU21) 'Ploo-el st, o�..' Lui, r, F F r C -114rl 9wilt, �11W? igiV19-al 1", v- tgyprhicwd t�o u_ lrnp"o oesi Frsa�ol Uvou" flk,1111 i;onlllet E�XtYllltloll DAIT In HYFZ Rnlf�slitri Pnt'LAITO �'r, 1 '2C Z",t 1. � .11 W4 Cal ,parintont of BusInoss & Prufea�onal Rvgulaition l3oilding Codes aqc` Stanceldb PIroduct Approval Appotoartion DeUil Em � - E. 11-i & L,. vaildlll�d all C J V - 1-Z on- T l5 6K: age tr it Ralft P92 Dar. P-dnq IZIM vand,� subi� ss�_ali App.,�d 15""s qo,,)Ry A-, ..- app,"": 1,VrUSe 4--d n, J 11_1�!J 0ldy� Pdijd,-- I D-dilfli-ii CW�Er E,.flos DA. 1, H1zHZ CL�., si,. HVHZ 9-1slo, 1, P,.,-,. rt IT 2Z 2 0; Florida Derartridert of Business & crolessional ReCtulation Virtual Review Assist, Inc. BUIlding Codes artd Sta-ndards Plans Review complet ed and app f'Or cOmpliance wit 4 P. d ga, I. A p p, - I A plat i Li.. Dre 1. it h the 2020 Fq h Edition hv not... A.- C 1111- 111,11ahr PX2300 4,ttl "Itro g-'sti 2111 Liu! crot KA Ergiil'we, & U�Ort,,o vatigged a,, �Vmldat.a slmd_,ME� FIRC Approval Apidynd M I Upi pido- 5u,ildN,01�1 l, 621?�1`1�1 0411 t ?]�:M AJ,11�11rll�Ll FF Urn-. tI 12� rrtl'�,F- "rr 0'lly 9pp-.0 W U. A�,AT.�Us npecl Q-1- R Q;kv D",, ptio, C2, rn HVH; HYR4 R.�ltaant pn-�w,� 11 1 S'911! n "It 171-7 it 1" N1` , 1-i - _;10 �,:,! 1 1.1-1-, N, N., V� 5 tr 5�,tt i 3 �_u 5VA ."k NO It. 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U.. rusussr QtLTjb' r110-1 'Al �' 16 P 11 i 111" 644 t 9 4� 7�i �' 6 15M 10L 7C stout Pari pr, 2o Us) 0-bl.-C., it 16c" 2W fterltsl Mod.11, K.,lb., - Nsen lo-dan location coul E?Wkill na� les tun lamuell. tnag 92i lur.�- F M-.L W. her M.. �.dud De -doll.. r1r,"ur-t t2i�pi Isb, —HVHZ out'hI. KvH R-4.1,am 7614, 4W��',' 4F� 4R,-,F fF-ST, r-,RSF, 2fre-, 4,8, 4,�S, 42, wride). 74. %-7j rtbra� Esbu, 1 MI&AHS 12qrI2022 Y MIA� o'r,4L 11,11-rds-BIL Lllill-i'll-al Lumber Nu Y", NITA, P411A 426 55, GID G,7r5r'& r,7rF,5V, AR�55 - - Whal"HIS Nall 18 up Tun er l sir-g1h r-o-ft, Plan. laalo(l 10 qft� oubb usn"tow plaus Yeg Y_ NIA NX WA 2 3 F.211- P�L Pon& Gi br, 0 3 43 T '2 Jo 2 L.-inuun !;I,.nd L.rl 111M M22 No N. ye, V, WIT, TWA N'r -J'A ',R5S",' ETES ED5SII 4 MT18,T18 16 on hish J131 rI 17.2 hIIA �_A 4 TJ Ri. Board Trbnam.�l Cterico-34i Luni c,r Oriented Stmrsul "31-3 � Q a 2 3 b-11 N. N A A ge §gh mmminn polt 121 t Q 32 71 'T.. Y.� INIA WA W.Verhaes- bills DuaN R- Ell Oneikpd,&rroid Boajd Fri Bors-4 03<111202t, l fv� V TA N, TILI�l, TyTir 1? 35 Vlo. oo rl_lc� Verb, I nlTirr= WA WA 7 1120, MTN 21Q. us r rt, NIA W." W U) (D UCT 2 E V_ =3 r Virtuc" Review Assist, I Plans Review inc. cOmpleted and a pp r ve f,r COMPliance with the 2020 FBC 7t h itirl. ition bY Debra Anne Klahr PX2300 C_ > U) 0 CU > 0 L_ CL CL < 0 0 (D C/) M < SHEET NO. May 27, 2022 PA 1" 1 __T_ I I I I IT—T-111 I V rlT-' 'i 7_1717-7 _.77T7 i 5 , I I I I -I I —F I I - —7- 1 11 1 7, -------F r T -0-i (1) 1, (1) I . C � I I (n Iii a) � ,ii I . � C-) -0 > C_ I � _11 ... I 1, a) a.- � 2 _0 L_ = E=M3 Simpson Strong -Tie, 2020 FBC Approved Products, Updated 12,30,TV20 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3CY20i E=3 Simpson Strong -Tie 2020 FBC Approved Products Updated 12!'- , -� - �� Simpson Strong -Tie 2020 FBI Approved Products Jpdiu�n 12)3il (L) CD 'O 0 0 " C=1 __ FordirectlinkstoolISST approvals listed II&OW, CUirti uElliz- . __ __ - Foradditional information regarding Flonda's Statewide Product Approva] System -i 4,'ourity and-lAami . I.. House ofAcceptance (NOA),LL _ "(V Jit-plog; i , , U W= - , , "tru'rect Inks to till SST approvals listed below, CUICK rff_:ff�r k For additional Information r"ardin fewide Product Approval System and M[amr-Nde Corroy 1, 9 Florida'$ Sta Naive ofAtouartance (rlsitit), -I- _��vc_ � ardel - iI - - __ anon � � L I - - - car rgreof links to all d A3T appolvals surd Russ, . a � � � - - - I a For whArronay inforriati regardric Florida'sStrativoidelarodurc Approval ayarestand Mrairo-Dede Country . �=Pir Notibo ofAcceptarice (NcA, 1,_'�] Ica � - �� I- � � � - , �I F - 1'__II�]�:!�At: - � L � � , ___ �t ;,,, oo" ,4� � s, c ni � , , - - 5 ��,- , . � ,. nil �'! �� , - I �-_ I � M : L,�� F1 � I., � - - '- _!i,i-Wi!s , �1111,Tifri t��,0;4!rr 1 - I - - ��,,,'T�T�'L,-,i,�yL�f,�r,,,,IL,�,t - t a) = cid -a :0- . -6--o - - . 0) C-) -.- , Cn :E ELJ235�-JS7 FL#4044ii FL#i0456-R5 I i �:,.,,,, -S(.1 �,rles Nln,ge:s Piscp-i-ount hangers avarlati n wldzh.-�, lancing 'ronn I l to 3, = CU -."i = Cn 911 P" a n-_� hi-n h-, le ru rig m,!_�!'c ti�',11" 7L-,iIlc,, T'o W aled flar,ge , I - . ,,,, (D i 0 �i I §a# Product Model, Number or Name Product DescriLtion §dMJ F'solvol Mpi NumPisr ell N?mg , igion Proldif!l Clielyr Flp l E!Rgltal mpogl, timuli PE Naing -pliplit Enuoll Pg5icil ol, IsUISCI aikl ku "lovei, i,avirlo ,,,Altr� ew,vd to or 0 0 - -0 11 Tran Stia inleansSlesu Concrete & Masonry Scraw (77WSS) L 114" diameter Titen stainless steel masonry sciiew I A-2 1, A23, A33 A34, AidS A44 Apollo& 1 0T, ISTS. &TH Front Truss gril than S-C�d is" ' = = L_ (1) 2 APA21, APA4, APA6, APVA21, AcVA4, APV'Aa Coal Awerift Ang"iss , - I - 1,:,lii CMST14, CMSTC16 Carl 31"Fains; 11 . - I �_, �,_ __ F 0. 3 c Faciz-�ouni ba-%gers a,�lab�e in 4�,�dths ,avrairq firrim 1 7,14' t - 3- 11 I i APB44R, APVBrdi APDfiUR, APB88, APB68R AP131010 AP131010R, APVB44r outdoor Accents Post Boise-, 3 C IS 1 4; C 6 1 6, ('S 1 8 C�S`2 0, C: G -1 2 Coiled Straps - _d 143' �Iind h-ia - - ) hU;npIn,,g Ir 11-i 4'-,c 1,;', � 9_- 0 " = - FL#95WRG APV844R, APVB66, APVB66R,,APy/088, APVI?88R, ARV1311010, APNIBIDIOR 4 I C,SHP18, CSHP2LO v Coded Straps I ,�, .. _L�t�� '2`_��"�I� .'l;4)% C��a".`�Ll - I _ - '_ ll _3 U5 �'11: -ct,s - -F� -t� -, Fac.e-, -um h;il - - - CU 0 �rz ,,- cla 4 ,APD,Fr2-4, APDJT2R-4, APDJT2-(3, APOJT2RA,AP%lDt,1T2-4, AP't`D,1T2R-4, Am/0JT2-6, Outdoor Accents Dark Jlc�st Twnr ��vl Compt-ssiontTers'.ri After , .- � � L, - - - i I � ; "r L I I o t citror, Lin hari,�ero CU 0 > ell ff li'mcluct Model, Number Pr Nall rlmduitt Pownytign APVDJl 6 DSP viail-� TGP ausal to Fists ts � = � . �,- L - - - F , �o Int lh�a_ ,� I- U) I SD10112DOB Outdoor Addends Connector So rew 5 APHH4C, APHH40R, APHHQJQ, APHH61OR Quiploor Accents Hall. Hera -t 7 H1 H10A .25il H3, .0, H7Z7 H16, HIM-S, H1A__"'r Hlu_u's - - Hutricalre Ties , CI I- -1 - __� � �_ Ieir � 7 V. - Foc� , rit,,Ltnt his-ig-rs avak.+hvz:n cidti-i. ranCingirorrt, 1 911C` to 4- (D L_ L_ 2 SD9I 1 2, SD9212, SDI 01 1 2, SDI 021 2 APL4, APl APT4, APVL4, AP%IT6 I T Tie., HGT-1- wGT-3, FIGT-4 , - - SP`and �,el�-ilit-,�,a.--g�rlglr,-,fr3,,,o - U) .4i 0 ISDOI Strong,Dfive, SO ConnectouScrea, 6 APT6. APVL6, APVT4, Outdoor Accenta and Baa--�-��s Call 8 Hesc, v Gird e, Tietsman - _. - = __ -1 -),-, io-15/16" . - U) C_ .10- t Co - Ca a I 28S. SD9212SS Strong-Cirtie SD Connector SS Screw 7 APL.H24. AP�1124R, APLH26, APLH2f3R, APLH210, APLH210R Outdoor A��nts Ligh'Hafil -0 hs H.q 11 L r 6�� U � 1� �F � . � �_ I YL: � � rn� , S,jii� 1�i.� � I%, _ - � � I � r _ I I I . ,� ,11,117 1 .,I Fa,s M�ijmt ha _ CC -4--i - 4 SDCF22434, SDCF22512, SDCF22614, SDCF22?00, SDCF22853, SDCF221014, Slrong-Ddve SDCP Timber C.F Screw a SVLZ 13i Vence, Ledger Corineril I I, I DA'Ss_SOSIr5, HSS2_2-sl)�W, HSS2-!-SDs3 HSS4-SDS3 Heavy SAW -Shoe 76 I , �=- "I � - � e� �. � l e,. ta� 5 - - 1 7 F,,r��l-P,",��),Ant[,a,'�-2er,�,1, .,labl� I, ��rici �-ii fri: -T�� - - � �_ -0 = IU) . - < SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CST2Z CEITAZ ('is n c as I a- Bea - T ani t 1 FST2_ HSI-�, rl HST5_ Straight Straps Ito" alid' [,at,, �, � __ 19-liz, ,h�LL,�,-,,ft�r��j'i,,r��-!St'i-I __ 5 8:C,CP2)2434, SDCP'_�_51 2, SDCP22161 4, SDCP2_1700, SDC Pi S01-P-921191 2, Stronq-DoveSOCIiii-rimber-CPScrevi 1, nr CJT`3Z C_T4Z, CJT"5Zr CJT6Z Conce,alrid J.i,t Tie-, - 12 Iv-SIc, HTS�_n IN I S24, !-I SuS HIT S30, HTS30C Reavy TivstShap - mlj�_:,-, M1 Iiri; F,�,,��,itroaint ho�-,,_ i P - 1 6 $DCP221100,SDCP221134, SDCP271400 SDHR27400, SDHP2-614, SDHR31400, SDHR31614 Stricing-Dirrys, SDHR Combo -Head Screw 11 � 12 DJT14 DS Deck Joist Tie Dry yi simp ' .13 14 HTSQ16KT4', HTS,Q201ri LF t A E I Heavy T cast 5ist. Light Floor Tie Alicholr Al 3_5 �_l [i , ,_ _,R" - " t_': �� Ll�, �. , "L, a I ._ - - - I - ifIc It- � Sit,mis-1 faoi hansers a,,ailaIL'Ie �r, wdtlh� ran�linq. fi-am 1 - _ _ �1-0 Ic'to �4311 8 an-! recitts ,a,u[_c froor 13 1!1 ii to 1 13 -jt,111 - - I , L _ 7 Sor'S"5112, SIDS25134, SDS25200, SDS25212, SDS253LO, SDS253l2, Spill Strong-Dirive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Cillps 15 LiTog LSTA12, LSTAIS, LSTAI8, LSTA21, _STA2y, LSTA30, LSTAi Straight Shsp,_ � I— ___ cst a I Sri flan ge -'@fs .in t SU5 Ri:� S-11 LC � a �v ala Ne to, a Il dou bic SDi SD$--5500, --tD,-,5800 14 FWaLNZ Foundation 'Hall Angles I f,,i LSTNIS LSITI73 Straight Strap, - i 4N nIccels: criII, .o,cIita flAnqe�,cn.-DaI&-, A SDS-11 1 1-455, SE,52-520OSS, SDS25212,SS, SDS2530OSS SDS2531 2SS mronq Drive SDS Peavy-Duity Con rector SS Screw 45 GAI GHAr Closer Angles 1 7 L'BA0,LTS40 Bridging 1� I r i iirlc-_`al-�Ivi�5� I'v�,o-mcurif hariccr, �o oi_do in �nl- Iiin-,Mg iri 1--�.06'l 9 SlgVVIF2716, SDWF2720� SMIVIF2724, SDVVF27726, SDVVF2730 istreng-Drive :SDWF Floor -to -Floor Screw '6 P2A,H25T H8,H10A-2,HI03,FU4_HGA10 Humicane Ties, 11 � L-SI 2 LTSI 6, LI�SIS, L TS20 : iiii Twoll: Chun K Itt r,-.,,,, ,, InIcriL,fimnr 2-50 is I - - gill m, - 1 � -1/4", ;7 HCJTZZ Heavy C�rnaysaled Joist Tie 19 ti Medium Girder Tiedown 18 H H, I, H H 6 Header Hangers II0 rc,,ST27, lifSTW, l I4,ST6D, mST72 Straight Strar- FL#1000?-RS 19 KSS1Z Krute-Firds'le Stalbileet 21 MRTA9 MATIU2 Iii MSTA18 fal M.STA.""i MSTAgg, X,15TA35, MSTaAg Stiolgio stratic. FLA10667-RE; 20 L30 Leg, L70t 1-90 Angles 2 2 MST(l2tS V-STC40 MATC52 M&T 9 ,.15=8 suvi Straps Sea # Prol MoLdel. Numtmr or Name Procluct Deliumption 21 LCE4 � - rQsz i" a p 23 1,15TC4,98Y, NISTU6561`1 Pre -Bent Straps � ��# producritimd'! Nuffi-4or,aro-ne P r,,,>A 2 P� I DI-L r d Er i a n I ATR318, ATRIP2, ATR618, ATP314 Threaded Pods 22 1-530, 1-550, LS70,, USQ0 SkevvnNe Angles 24 ATST1123 NIS-936 SySTI4rR IrAST160 M�1[172 Straight Straps I �t, � I— 1. I � F'�-,1:i)e�s - _ 16LI - Too qanAr� ois ,,L�l-'bl ,ri,�,Jth,, lariging front I 91 in e - I _ - i 2 ATUD5,, ATUD6i2, ATUD9, ATUD9-2I ATUD-3-3L ATUC44- ATUD14�2 Aluminum Take -Up Device -11 3 LSCZ Adinst.dic SUi Ail conructio- . - is lrTT-ST-1, All STSId, All fAT$24i M-1550, KU-S31-1i . Modrum-FINVIstSacip , 4 cI�'srl,] tIejI_,l,i,,al lr,,,Tli 7'14 '� " YQ' . ;I I is �_� 5 BP318-2, BP 1 I2, BPI S 22- i, BPi o"518-3, SP3i BP3,14-3, BPRTUO33-4 Soaring Plate$ 24 LS&Ir,LZ L9SJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSIJ2!10I.Z LcS,121ORZ - Foild Adi,scilhe Junk HIi 25 L , cn � I NCk2clQ_ NCA'2s�2-12 rK_','rA2Xa-l6 t41_AIi � f��_fii 19 Bridging 1, L I)(�pl I� ,Lr_lI-_i , � 11 . - - _. rap flai�gc 1 cMiWS,,_A)R,1,-,roi ,`vdlti� FRIII1911'g, Yom 3-503 to 7- - 4 CN)ifiii Clay"yor., CINW518, CNW314, CNW-J8,112, CTqw314-515 Coddler Nutz 25 LSSR1.81 LSSR2 1, LSSR2 37 LSSR2 56, LSSR210,22, LSSIRA 10 Fell Adjuscies SkiptableFSKetnable. Hanger _ �_ i `IA�;V,1[312� RCW814 Way Bovicine - I 'l,'5"at�,,Iii�-�i�oltit�5i��c,(�:r)iLili,,�i,i,,!' II4"ts24' , - 5 6, UTUO.555, CTUDS5, CTUO66, CTLID75, CTUD7 CTUD77 CTUD'7r P-TUD88 CTUD97, Coupling Take -Up Device 2-b LTP4 LTP1- Tile, i:rla*es -_ � RP,S18, RRS22, RPS�28 Peper plate Strais � I I'Li."if- :ItqiIp�, --_nrv�rli I I . Y L i,i�412�,�-.ie',,�ig-��,��.��ll�,--.;�L�ti.,�dt�,r�,,,,o�t-�,,L-,f,,�oT�i'I 1/2"In," � -1 CTUDy CTUDW 27 ML23Z, pI Mi-202, y,I fol-zloil! Angles �� R SP4 Stud to Plate Connuctor I - In - 9 r I �Isl ,r,,-j heighti; - II: - nq ft�o -1,�ii I tc, �,Vi ;, - 6 N3. N4, N5, f4d ry�eary I, Hex Nuds 28 Milli Roof Tie -Dawn 30 SPI � SP2 SP4 SP'6, SPS Stud Pdvtr�Tlte - _,�,_ , P,T� _r Too, 9ange h�,,�sirrelrs FA I, alla: t,F, in mrifliIi loir it 9 FTC, i I, "Is' 'c ", -, d T 7 RTUD3, RTUDSB, R-,HD4_ RTUD4B, RTUD5, RTUDyl RTUD7, RTUQ8 Ratcheting Takil Device 29 MMHC slaved Roof Cia-ear-lor - 21 SPH4 SPIC, SIPH8 Hearq Stud Plate Tie, _,3`and hipigt�ts�,inLN.,,.jlro,,,,�g-l��r�'tc2,$" . . A TUD9L TUDIO ' Takia-Up Device 30 � -1 Mlyl LU 26. M ULU 26-2, MMLU2gI ysydL U2 S 2, friell 211 0, Mail LUI -'I 1 fall ML U 139, MPALU i --I 1 Fracanylount Harivers - 1-2 S_q I S � III, SIS-1 SSal 5 tnoI - Stud Shoe L_ __-_E E�__,- -_,_,z4�srn:s':1ii - - Toc'lar,ga�,��"',-,ei�,�a,.ail�,�,�eit),.,�,idl��siangirl,�florri',I��4"�,,3,8 , 9 T UIW38 Take-UpWasher 31 RBC,RBCP R324 Boundary Ciip& 33 -1 - ST9 I in-61 aT2Z ST2921 vill-2il- AT2115 ST2215 ST62115 ST62ral, ST62313 oftaigh, Straps I 7�T'.%n�l�ieiahl:s5,,,ug�,.��r,--� 1V'ro3_1,t2T1 - _� 9 it 10 URS3 318" Uplift Rod Ran Tiedown System 3�2 l Brief Tio-Eman 34 TB-,O TH2 1-1 � T Bi T1336, TEAII?, TE48 T1354, TB56, T560 Tencino Brittrairivil - .1 1QfI �L,rlr - . I T,-,o,-Ia�g.-�.�,nqers3--,,�-"I��,-�r,,,T�l'�'-.�F.D�,�,�r)gf�c,;ITI,."--,�"E��"t�)7 " 11 URS4 . 1!2" Uplift: Rod Run -9 e-clown Srotem ?3 RIC FATC42, RTC2Z, RT C44 Rgal Tre Connector. 35 - 70VIB10, Pkiii TAI INA-0 Protons � I, ini'Dri the in fits i s.,-IF-1 I _l'-1nI`tri,,2" 12 URS5 Ciarl U L pir, Rod Run Mediation System a4 S`TC, STCT, OTC, HTC4 Truss Clips 36 'yGT, VCi ii %vinsitue Plcis GirderTlieslosm 7 7 _� �irrie�, lJ,JnJC1Lr,-L f�l � Srill-dip hairia �,L,_,Jlvul ri , L, a , ,vffi�;�_isl, nq irs, l. IIJ!" t�v t,7J5` 13 URS6 3/4' Uplift Rod Run T, eallown System 35 TrtC37,TJG57 Truss Jaak Flips 37 �,%-dlligi WAII00faiiII WB12(l Wilb-126C., VVIBI43C tni Still a no he ign�_ -m.,, terl fern d- I 1- to _'A' 36 g`gL 74 � Z44 fasiue� oStifflerier Dips A '""L_i V ,l �,ngelv- To p flang ii ha; Tlcis ,livwizble sn vort ths f a ,,ging ll m 21, I t 4 " '_1 7 - � i/8" arid heights Tanging Inurt 1 I' To 12' 11 � FL#10441-R6 FL910531-R5 .� � - sc-, � In � 1 e I "i , m � I f Too qaoi tial�-_,ers wrillanct it� --initn--r-clung i-Gm i 'P, is ao FUE9447-RI - � 1,02" arid heights mngol ii 81' to 30" $24 # Product Model, liftimbor V Name Product 00SUIP1120 _Sgg_# Pritifirict del Nu - r rN - - Prodq_cJ _Q lJon 2scingl 'to 3=-, - 1 .- 11 _ vnriIcs ha�i Sarld Is hrzrvnr� a-,, a laln, n cocith-v isciiiing From � I 4" t, -_t8 - _ _-U ,� F LU i DTT2 H-ld-dorm 219 # Product Model, Number or Name Product Descriplijon I CgHZ'37x$ 5, CSH2 Vx7 (I3, C5112c7i,9.7' , C."i-valed b4indars , ano the[s�iis rangung fictin, 1 0-1 �*," to 26" 2 HOC1044, HOCIU`221 Hold-doi J AHEP Ardustable Hhe-End Cooriector 2 DJU l DHUTF series hangers Pace -mount l0l CHU) and top-pengto lDHUTF) hangers 1 i �_-i3 L'r 4iArl l, a. qcF� I T o J flan a e vi a n g - or a , a 4 Is be, i n ted --. �_ t A n a I ri g i om, �. - 1, 4 " ',,:I u- � 3 4 H0,06, HHDQ1 1, HHDa 1[ 4 HDU2 HOLD, HDUS. HDoty HOU11, HDIJ14 Hold-downi Hold-down 2, 3 DSC2R-5DS3, DSC2L-SQS3, QSC-5R-SDS3, DSCtyr-L;DS3 IGBC Drug SUtrtC;onoFotoe Cable Fitace Connector available in vocids rainang, from I -RHa" to 3406'an hill a ranging from 9,1,A" to 23.1st16'" , I - - G t I v ser t: ,,� �,,gc i 7iIa' and heights rall irom r-1fZ'b, `2" �10 - . 7,rp Tyi'ogs, rc,ng,�rt n,,flable In Anith-_- Is— a Is- -1 I-4, to 7- l;In �� f- - ,i 3 : 5 HPA28,, HPA35 Strafirsole guiriti-) anchor 4 HCPI 81 HCP2, HCP4 Hip Carrier Plate 3 I— _I " , HGU',iJ;2-SDS,HGU -5-rSDS,HGII��50-SE)S,HGU5�t3��SDS,H',3L7C,G-SDS,H,�lU7,25- Facia -mount hanp.rs ,,I, qs�s n_ nhts rvvLrr'c , _ � _ I -_ - _ _ I _r ta .- ._ r 'As a LSTHD8, LSTHD8RJ1 Si in -an III, hold -down 5 HHRC42�2 HHRC4M 81, HHRC44. HHRL1_5'25i3.25; HHAC5.3713.12, Heavy Hip to Ridge Connections SDS i4tri-nif 00-508 1" -,,I 7: �Pl iOLL, - ��,Qnrrr Tc��'l,�ng,Dji--��ge��s�4,,,,,�l�.t,��, noil rangling from 2-5flil 3- MJ 7 MASAI MASAP Foundation anchor strop WHil 86 I Hell ,l i-nig P ui a.all.- �uslbl. i, -Als- r.ng,-q, forco i IsAm � - - Iro1 "" ,,,,y t"I'�t-," 'I"""'t ,f,- 'I y` r" �i!Rl` 11 MRA132, MPeU44 Strap -style plarlso anchor 6 HRCt6l, HR022 Hip Ridge Connector , . I I I .L I 303`� and delights singing from 5-5116" to 112-71F Id II. -I" � 1� scll�i,.I,Iatrigel-� fnip flaiqacrat hands,,,, aivaiiaUe in sidiffin Farvarig, frer'. __ � - - � I Is' till i r 9 PA18, PA23, PA28, PA35, PA51, PA68 Stralp-style purin anchor U210, LRU2T2 Rafter Hanger - , HHGUy5.50SDS, HHGL)5.V--SDS, HH(,uJ7.00-SDS; HH,S:J7.25�SO-Sr Faceirnount hangers -_1-c!'6` wid heorot-_ lr�,qjnq, fir,.ni 5-Tvi' J- 1'�-llsl" � - il 10 PAH8. PAJ23� PA128, PA135 btrain-siptle pi anchor 8 LSU2,,, LSSU26, LSSU210 Light Staloasone/SlIewil U Hanger HRIGI-Ju, 00-SIDS' L i I�, - � i; - i i ;�- -- __ - !I �F��nl,q � -c - � � TQ.- 41:a,,Jle il �v ii,clar- III ,,�rd- ,c-g:r"-;, '-,,I, I -01I16, s� 5- 11 ST H Of 0, STH DI ORJ Straly-style hoki-down Tri Bearing Enhancer 6 Hi4i HHUS�1�4-2, HHUS211�-2, Hil HHL�848, HHUS410, HHUS5.5l Fallse-r-nount hangers -. r7l, and ini,ot-t-, 'intic4niq t rM T, - _ �,,�&l t�. l 7 _ _ o'r t1.f,)rIliIoa[edf � I I I- 'Ialr[�� se I cr - STHDI4L STHDI4RJi L Strap -style hold-down Truss (-_hp P I- U S__ _215) 1 () v �-sion H � c_TF 1 a � a "I Lis fc T �i I 1 nicide 15 h Iry ing wtioh cons! Ts air - __ t 1 1 THA2C �r THA21 3 THA218 THA21 s-2, TrUi Z THA413, THA418, THAC413, THA422L Adjustable Truss Hanger 7 I-:SUR. HaT, HSIl HS= series listito,irs Skewed facecirril nangsim avadablem aidths ranging fro- - , - greater Than �::-1.',,I1tY � I THAFlAiii TH - 426, THA4 4 THA426-2 L In I 1,13" to 5-118" and height- ranging from 4-aill" to 15-3/4" � 1'' -,-..I-, �-_- ��,IznF i . I� - , T��t�fl-t,�,,�,�---t-.�,,e*�,��,l�,bi,iri-,��,l��,,.��git-,,,�fic,!TlI _Q.F1fft1iI7 I I - . _� � � THAI' 'at 122 T HAl2 Or," �' All 1 d 2. THArs", TH sdg,,tv, TUA5'_'51 I THI414222 24 Iii-I .2 I 2 __ I -2 , . I- a all Arabic Tlrus� Hanger Saud fiat WoistssI - L Concealed flange version (HSURi HSULC) avail ble for L : � E3� 5 I 8' a nd h Pin h ti, ru n -�; In "i I, -I - _-,iF i tc I - � - � __ �I THA 422, THASI422 S kewe d T r u s -s H n n -a _e r double ZX And 4X r-ordelin nn-W acute flange-, conalsoled, �_ IP 1� �Ili '- ��t �� 1�,T� �, � , � - _ l�-,��tl,f,��,��,'ia.:�c,,�s.a.�,��2l��.,I rit-itit),lan,git, - i fi OT ri I �QI`l 6" 1 - -'. -4 THIFA,26 LTHAA26, I-THIttlar Moll Truss Hvoggev�_ , a - H-1-126- HTU _23 H-il HTU26,2 1i I II 2. HTU21C-2 Face-mourc hanil arl nsiolits �I" tC __ � n.. I"T I rs I in '�7j _�'�, - , �, � I , � A oA o . TH 4021 4-SIDSiv THIM22-5-ISIDS3. THJU26, THJl pluldele Truss Hangers 9 H` UUC sermis herders - 'ace mount retailers aviclable in widths rainviii from 1-9/1 -1i' -j:I It i - - - � 1- ,� � -elnc-m 1 IsO 1Q,7i ropflacqvi 2 r,je- - riflali- mwIjr�v Fa`oilog fi-ititi � .g,r1l" U;!', -, � ��4 ! �, i .- I 13 T_SRR2-ii4 Truss Spacer-Rect-Int I - lQaod herghtcasirtgodflisim2-7W _-_ 19--fir' Conceaked �Fi_ 1� - - -a �'I. c- hamhF; ,2�i:_`Fq ftQ- '1�11�' tc -,'i - 17 ' A2 VIcA-15, tgoik�, VPA35, VPA4 Vantabys, Pitch Connectors Version iHUCi evallyfily, for ail models having eidth "ual tK: tir " _4 ,IP ac, � : �7,Iil,u� - � - Top- thing a 1 �ar as I, aJoflanle 2n " d 01 o f 1 - 9 yl ty" art'll 1, e A ri to 1fr A7CiR Valley Truss Clip greater thant 2-9116n. I - � ainq firorn S 'Itto, tc ?_-�cl' .,, till H_�Crs=i 91ALIeriI, Till�_01,81III-SID;5, Ht_1CQ21l HUCC�21D-3-SDS, HUr_-Q-".0 _U- F r ! - - - I -ace -mount hangeirs � ?" jEiA Fle, lb�n�r�I Toa� ilanii �3_gai - ave I Scie in ',,,,,,h �',f 1 rF).f" 6" op"rd i&lqYni 'L - ' , ' ' . � -- SO 5 Hi U - 041 O�RDS, IT U( U41 2,SUS, IT LIC 05 2- SA-SDS Hr-I � IUS, 2oll 1 -SEA5, HUCQu-1 0, anging frorn 9 3riell `3 1 �" il�211 SDS, HL[Cr�612-SDS V OCT i,i . . Virtual Z,y I R,,ielv Assist j., ze Plans R,.,,i.,.. � .. - ,or cornpli - - " " E; P eted and I app ance with roved I -1 i the 2020 FBC h d- - hY 011 Anne 7t E lahr PX _2300 . I I IM= Simpson Strong -Tie 2020 FBC Approved Products Updated 1 J13vo2020 E= Simpson Strong -Tie 2020 FIBC Approved Products Updated I2J30J2(f20 Mir="� Simpson Strong -Tie 2020 FBG Approved Products Updated I2,';,�11 � It� �� Simpson Strong -Tie 2020 FBC Approved Products 1-Y'dal'LA i U3. V2,J210 11 For direct links to all SST approvals listed below, CLICK HCREL I __ r=111 For drect links to all S8T approvals listed below, 1��14 tl� rl� HEIRIE - ....... - - ` =,'!91311ifl�l IffTitudy -'or aill trilyni ail ACT approvals listed bevow. r�,_-'Clr IiLlr� __ - - , - _. ___ - � - L Ya "' -� "' �"Ii% t ,_,,,-�cf 1k--sL I'l I,_�, f �cpr,o. -_J�S IqoI,J trelaw '-! It I r r 2 1, � � , I L r � I For additional information regarding Flonda's Statewide Product Approval Systam and liffistri,Dorde County Nofice OfAcceptance (NOA) L,��UL4j,�, . ,3,L � For additional rifixtination reganfil Froida's. Statewide Product Approval Syrdern and litfarni-Oade County Notice ofAcceptance VIDA). LItro"_Ui�djUrss __ I-, Far additional inforn ation regarding Floil Sta:�,.�.ePToduttApprl,�.[Zl-y-ten,an.-J.='�4arni-E,�ade Ccul _ L NucufACcaptaracitl I I ancivil - - , __. - vo� , ��Dii,:RcII.Iriiirr�vrn:r%Tinl �---��-'Lv��-,2!�=,��-F,,��l.,�tA,,nr a'S,,,,�,tprinar.�JMi��r�iDai��C:"�Lklty�"Ct'neC�'AC'ep;B��C-1"�r��"lk�r,��,"_,'� - - - - i;_� Y."I": .. 21 LE series hangers Top flange hisingerss watlairde h w-Jth of 1 -&I i and heights FL#11468-R5 18 StiLEV1 56, S,LBVI 81, SILSV2 06. S,ILBV2-37, &'LSV2.56, Stil Oa, 5r.Elii Top Flange Joist Ha ngers - ��-,. it'a � , Adiesfi,e All ior concrete ranging from 5Z/&'to 15-Vi2r', Sti-BDA-56, SAI Eci SILP114 C16L SILBV`4112, SlL81/4.28, ,SA-BV4,75L S,iLEV5L50 - I - - - - �[l 1, irnIt 2 (�T B-2, 3T` -A. S - M E_2 -535) � I Stoprlly�Boh 2VIdedgeAricnor for concrete availabler in cnibon 22 LBAZ series hangers Top fkarge hangers avallable in inki afl-9,116" and heights SM# Product Model, Number or Name Product Description 1: A - Sti-TT20, leD-Tilic Si 5 14, HTT4 HTTS Headroom ' - 1 steis,l and Types 304 a,'Idl 316 stain!ess stse ranging from "16"to 13-IiS"� I HHUS210-3, HHUS2104 Joist Hanger 20 lcai 5,IMST72 Sho ps; I 1 5 unit (I 0 go', -1 . y -tc I ,T:�i (f_-1C,_h', TI-l',J_[_JNt,1.� 7[AD-Il THO-ci&� f i-t-0-CS THR -�_'�-,'�Iil��, _)uIr nor to - TiooiHQHoa,.,yf, ty$crff&Anc� , f ccw�raie ond loosonry series hangers Top flange hangers available in widthis ranging from 3-1/4" to 6. 2 HR S6, URSS� HRSI 2 Scalp Til -" I SP4, Sod Stud Plate Ties auqllralp�e otith I)ox !,.,ead in carbon 9beel anclType- 304 ond 316 7IT" arid heig Ints rang Ins from 9" to 3?-I 17� 3 IHUCQ21�251DS. HUCO2,0-3-SIDS, HUCQ310-SD,_ javict Hvinien 22 SSP_ DSP, TSP Stud PlatiaTice stain less steel, or wU ,ou riters,II nk head it,, carcon ,tivol arld 24 Ill MEG7 series hangers Top flange hangers available in widthis ranging from 5-1/4" tt 8- 4 THG Eli T; H GBI, THG i THG BH3, THG BH 4 ,yourt Hanger 23 STC DTG Truss Clip ir,,ll !�,, is ; oel ,,tarmezis stit (n 716'and heights ranging from ii 32-lrZ. 5 c rr 4�iFCS6 THGQ�SDS3. THG03-SDS4-5. THGQH2_SDi THGQH3=SDS4.5� TH , _,H, S I Joist Hanger 1 24 T9D22 I toss Brace- Diagonal ] I I I -,e n H C R ud Co, q); e � ( r H ['I 3 I't 3, 4 R C, T H, DS 0 0'i 4R C 1 I r TiLeri Hl") threadecl Ril C01uplcr forcoil 26 MIT - inprig.- 7.p flaing. haing.-ru,-Iribl, i- dth. risingins; Imum t-(tdili" to I- 6 THC,vvv-!� Truci TW3".1i THOAVA-4 Lr.i-,tH.cqc, 2-1 Tic's-7 Tou- Jack 0t., i� ,Fc�- I IC I - ,c ri.�,- 117-r- rrl-ID�n,SaFIF-1 r[-IDUS�1�-Sr,,�-i Ti-ifiis�121_',Rl 1, r,ta ri i Lt � hi-cadiad oci,Il I iIcn,4+cr ob, " 1 ti and hol hts rang ing from 9-1 X'to 2N'. -HE'51I TvIDIri'ii2RH, �, - - FDSB series hangers Top flange hangers available in volith of 1 -9/16"and heights I 0 i�%eirrie_1 �r, . � _-I Vveng-Ali vri]i_'C" FOI7�111v,_�` ranging from 3-31W'to 7-1/8", FLA411473-RS 171.9,113904-R5 (D 27 RR Ridge rafter connector 28 I&P series hangers Top flange hangers available in widths ranging from .-VI 0" to 7- §ga 9 Product Model, Number or Name Pr9duct Qlastcription Set # 1_ Product Model, Number or Name Product DescriLtion . F"416210-Re 11(g"and heights ranging 9-114" to 32" 1 DET"AL20 rs�io;h ornbadded Tirries Anchor I C0ayyS.(32-SDSHDG, C;_Q?)I4.62-IgD,4;H0r`, CCQM5L5C_SDS1H:Dr" CCTQM3-62_SDSG- Masonry Per Caps 2 3 FGTR, FGTRHL, FGTRHR H16, Hips, HIG-2, 1416-2s I Gkoer Retri Anchor Hurricane To- CC701,44 o2_SDSG, CluTrilill 50-SDSG� CCCOlot 62SDSG CCCQM4 r2-STySG, - CCCQM5_50-SDSG StIq 4 I pTvarr cl hild dc i Nu L1, Der air pl�, to c �- �p I Eroduct DeLfs-ILUOIL I- - ,- i -1 I v -XP I -a- -brihizirl'i AJk- k�l rn�r In-..,n�,tv- iar -uscIn,-v � � FLOA amp-R6 4 HcTA11 Hiri-Alr HPTAA) HIFTA'Al HPT1A4n , =-hputdIm Trrv�, A,,,h,r I :`�(, I 0 Us A:i(v=-_T rs- C I 0 us A '(1, -It,- F CC I rifull, StItt', -o-r, FiCtl't � 0 Ird Di 6L -tn -uT - ' ' , rincin-i-Y ri C-cm, "I �-ii,Hf' F7%'_�.-- -cu-. ,, � 1 " - �, , '�_i I fr �', L " � I E I 5 l�ETAI_12 HEI ALIS, HETAL20 EF-livedded1rurs ArtT;,i)t ECCL-1-tafyi 62G-KT, EC-C-1-LO,ii 50G.KT, ECCLRQl,1D3.62G-KT, ECCLR,aV,AD4 AAG- 3 I-: � T >�ii S�-`P His ,-O.-I Fli,,Xl i�rrI Fit iiiis-t, in 5t I ; Sect # 1 Product Model, Number or Name ABA44, ABA44R. ABA46, ABA4l ABAGO, ARA66R Product Description Adjustable Post Base 6 7 HGAM10, HIA9 HHETA16, HHFT,U10, HHFTA24, HHETA40 hbsonry rAtroft conneil Heavy Embedded Truss Anchor 3 KTI, ECCLRQMD5_503-KT HGiJi 25, HiGILIN45.50. HGUM7,00, HGUM7,25, HGUMQ 00 Heavy Masonry Hargers 4 I� . �� I �, ': "'ol ic;-Po, - `-1-2 " _TT�7-- - 7 7! 77 I - --oric-80ir 2 Oti-nn: Ai)f.rnr ',I miaz,nr, I! � -1 A,,, -, Sc�viry - %71�-i __,�t�t I M"""'I'S � 2 ASU4,i AB044R. ABU46 ABU46R. ABU!-:5. ABU5 8, ABU65, ABUdi ABU66R, ASl Adjuslal Post Base 8 LGT2, _QT5-SQS2 5, _GT4.SDS3 Girder TiAdorunn 4 Lal?,1126�2, LGUM26-3, LGUM26-4 LGUM28-2, LGUM25-3, tGUal LGUM210-2 flasonry Bearn H-ratieris I - 'i��, HL,,!_-�l ��A!,.-I�'� rH__,.�I_; -I-, 7H_ ,, �:,J . ._ I i I � tan H0. f-eavy Du��v 5c,,s,,Aj),:h,:,T f2rc�.)i,i�-it�i�:L,,�,,,�ilal-,ie In `-04 3 ABU88R, ABI-11010, ABLI1010R, ABU1212, ABU1_9122R ABli ABW44i ASW46Z, ABW46RZ, ABW66Z, ABW66RZ, Iii,ii Adjustable Post Base 9 10 t:rA2 . META1 2. ityll META1& METAL�Lr MeTA24, META40 1--teiral TTrors crencir Embedded Ttuss Anchor = 2 LOUN121131.3, _CUyi 4, LGLIM46. LGUM48, LGUr1l MP_ H A3 1 Zig 2 5 M Fill Zy I 1. 25 blaHA3 56r, _25� IVEHA3 L 5.5rin - 5 MBHA3 call 1 25 . - - � ', Masono, Top Flange Bees, Hangers, --r 316 starniess ,otl mith i-ex he,3c, ,lhri�j 316starotI,�ts Loiel Iordi 'I � �� cal ntc-srnklieac, 4 AC4, AC4R, ACE4,, AC6, AC6R, ACE6 Post cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 StrapTiefoi Mescal fd2HA` 56II1,3a edi 5i MBHA3 56116, MBFIA3,56,i PASHA'5�5017 25� � I Tv�, Ti:,7_�,'-UTI . 1 TTori Turbo ' ,,rew tun,cnor for corcfoto ,,, maulonry ) 5 K4,, BC40, BC4R, BC6� BCOR, BC8, BCS2-2K BCS2316 Post Cap 12 NITSM 1 B, MTSM20, HTSM1 6, HTSKIZO Twist Sinai for ridacurl M D HA5 510IQ 25 ist BHA5 Sol 1 25 Ilry HH A 5 L 5(11 1 L S& MEH A5 L50/14, MB HA 5 L 5I)VI A 6 CB44, 0846, i CB66, Cali Embedded Column Base MBHA5,50118 I! ; -4-i a) 7 C28044.SDS2. CBSQ4&SDS2. C8SQ86-SD82, CBSOW-SDS2, CBSQ8yFSDS2 embedded Column ease 6 hi -lots s5T I'dDHIJ3.56111 2,5, MBHL13 silty 1 Lga. MSH 3L56114, MiSHI-13,56ile pessol Peron HAvareirs ' - F L 91 I 83 7�= R 3 t 8 CC, ECC, ECCU Series Bogred column caps Mh W1 ranging from 31M` to 9_102" and F041496-135 tvISHU3.'-6�118,h�1BHI,!5.50�'925 %16HU55011 �Z5,�l%.tSHU5,-�Lc��(IILBS,NBHU550114, a) ""' � 7-ligl" VO is is . iringfrorn3=515 al 1 MBHIJ5.50116� MISHU5,50,18 � Ptocoo--t Model. Number or Name prughttuSe5,criplion M ; - C p CCQ-SDS2.5, ECCO-SDS2.5 Series Screivind column caps with W1 ranging from 3�114" to 9-1/2" and I W2 no nigling from 3-5,18i'lic, 7-1/2" Se 9 _.a_ 1 Product Model, Number or Name DTT1Z Prodgict Desciijatj2n Deck Teri5ion Tie I : ,I I I V4� I i 1,� 5,� X'Sl 0, 1 l', X1 F;'Q1 F-41,ti, X,Qil, 5 -Irl -3 XQ1 1 3��l � � 2_4r � # i5-1 6 Stiong tJJLfrIe .1 -1 �`� YHIL�ll '-_lrLEl,ylir:g, 1-Jinnirs S, is,,- -sth 43 t)r;V Polar > U) iO CPi CPT66Z, CPT&%Z Conceal led PA-__t Title Ease 2 HD12, HD19 Baked Froldowrib FL913975-R6 - - I L, 1 1 4 1 I - , D �, 1 -Z 13 I �`_"4- _,K ,,,, - - . I 4 - I _. 1 - - 2-�4 - rig Tir-e X: I �, ie�e=�d -- crA - ff,D,dii,,ii; rapr, - i - -1. -c _ . . tj 11 EPB"A, EPE", EPBAS, EPS66 Embedded Post Base 3 HC3R, Hii H076, HD98 Pulled Holdowns - scrU-�Ilc #- rqy Fri ali i -�Q, D ir�srsi 'je�,, ,1yIlt-.,,ieT HsaY M 12 EPS4Z Embedded Post Bead 4 HTTp, HTT5. HTIl Tension Ties §�M # Product _ModelNumber or Name Product Desorption ._� - I I .lir:�- 1 1 ,�LL F%iQ -,� - ��: ,,I I . 10 11 �,� A. - #i2-�,4 �i;t,Qng-ifi XI`,t5`d,Ro,,,Jrn-� 6�,vj hJIem1`,ilv4-rNfjI1.rlis S,cirew� 0 > 1 3 L�QB44, LCB66 Embedded Column Ease 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SOVV22300, SDV�-22338, SDi SDW22458, SDVU22500, SDUj22600, SDVW22638, T1911A 62-1 Strong-Drrve SD`h EVIT', PLY and TRUSS PLY Screws - ,-, - , � L,1,4 ��_11 ,iII �Ll� rapping vmh #50rrl Port onn Nisio-Ill C --i i 2 1 - -X - I�rfl L. 0 14 LPC4Z,LPCSZ Light Post Cap . - � ti, __iv �,� � ; , 4 , , _ _I ,�,�� I � 2B _ lZS-,22.�' M,I-i,i]31�24-26K 11 I I �,,,�,,I ",,C)l I I - Stonpq- e -- - 1. I 4 2 4 A = Set- -, 1 ing, FcIlv p in Il 5ci o vis ,vith #,,I #4 - 11 , 15 16 MP@44Z, MPBdSZ, Ni P1344, PB44R. P946. PB66 PB86R Moment Post Base Embedded Post Base I 31 SD"Arli; '5450, Sid"Vol 1560U 5C"vHUXR�))DB, SDWHII)l SDWH19600D' 50WHIC80008, SORA419100i Strong -Drive SDI,A,'C TRUSS Screw SAI a,, . g-Drive SCWH TIMBER �HEX Screw - I - - - - - - - �_ , I, L � - -_. � K DriiF Pcirq #ji� 5 _LJ " L_ - i �_ - ,nq :lcre'?�3 viall �� --. t- o nq 0 - � P X, I I � 4 in i I - � t D It i'! i D a 7 T a ", " 0- I' PBS44A, Fl PBS66 Embedded Post Base 4 SDWH274003, SDWH776CC(',, SDVlT7780l SDWH271000G, SUyAyH27120G3 F . Spaing-Drivii SDAIH TIMBEP i HDG Screw 4', DrIl Point 0- 18 IS PBVi PC44-1i PC46_16L PC48-1i PC64-16, FIC66-16, EPC44-16, ECCASIS LIC48-16, Round Post Base Post Cap $edi# I FroductlitilcuJilal,NuMbell - , Nal Sleti Slg7ll SlgfxX I Boise _Usir OnjIcingtion SR Aui,iraT Brill- L5 a sisiods'6212, SDAVS16300 SO,1,.rSI6_ti2, Sig,ldS16400 SDO,S'9600, SUIVIAi FDA A4cUrSDvVSZ2500SC`li SOWS22600, - Shong-Drive SOi FRAMzyFZ 5 - � I - ,ieW Strcnq-Dr��e SOWS TIMBER Scrow(fint@rior Grade� < EPC64-1 C EPC66-16 2 SSTB-16, 13STBM, SSTB:24� SSTB218, SSTB34, SS-111-tal-W. SSTB16ILL 3STB20L, SSTB24L, 857B Anctior UslAr �E0111�1_22.00' SIDA111221900 !llC,,A,,`Q_221(DCv) FEAVS221110j, SE)WS2212-00, SD_VV_q2il1500 FiyA35ZU.'-RQ I 20 PC4Z, PG4RZ, PC6Z, P`CORZ. PCi5Z, Pi EPC47, EPC4RZ, EPI EPCBRZ, EpCoZ EPC8Rz P"Cap 5STRI-1i 7 SDW62231000S, S[oNS?.2Q0,CB, SDVVS2�510UDB 8DYIPS2261-10DS, SL 29 D 8, SOIA'S2211 00i Strong -Drive SILEA TIMSFR Screw (Eeerior Grade, Ls LCL A irmauctivio-del Pricoucir Description < -&-i 0 2t PF1544�dZ, FosB4--0Z post Bo- I, S0'v'Vr822312E1BB;, S01AIS22512DErb Colorist PsIc-ents citrucoural Vircrou, 3G , , I _rJurr1)-,A,_--ne -1 ,,,_ ,'�,L '_,�,_i'J-�,� ri'_,'�LS(i_4i1, �,�1�8 -1 - El, ppiis� Paminc cnh `� -_t 3i cir"ci- 'F - - � =3 22 RPSZ Retrofit Post Base FL#IaQZ2-R4 9 ' vVS273QGSS, SDIAIS27400$5, SQVvS27 AS, S-DW-,-,-,6�-IEL-:S,, Slcrvvr_�718IS __ iAr) i5W - Stron, g-DrIver S-Lai TIMBER Scr Screw - _ - �lv , �Lr�,- I - �_X:�_ �, � � . - FCII�4 - � !-I E�_�c 5 F i q - - Fypi -ran- lie h"'It,'.. Clip _,0t_+Dr -a )vIS27-000i Sisvat - - 527-t2COSS - �l -�!�,!� -F - � It I- - I- . i�D 4- H_03,',Al�`13.i_l c':)16�411 `Pit�na)`46'1214, � :�P] iSii il 4 F bF - - I 6 o n � - 14 �lrrin� 'I, - L, 1, . - - -DI � P� �1-_ '-ra,,irig-1,,-C!7r_, S,h - 0 d #1 - - Z� "'Irtting'L Tat 5me,,i E 0 ELMLIM-55 Still I Product Model, Number or Name - `MST12, CNIST44- C;MSTClC, CS44, CSIdl CS118, C520, C522 � Product Deschialtion Coled Straps � d . 11 SicansiIi:3400 STN22 SfIrrong4Ji-irve, 8CsysiV SCLE-TIO-RIM Screw Outdoor Accents i-lex-l-lead Washer 4 -, t-IIIISD'_--S- I14 � � '-'I I', - F S-,-,,' 2`1. i-SPCt, 25. SRC2 2, 2' `1--,,' �� __ C - - ,_. or", -A � � - __ - , pping I " StA.el Pramitliq Connector . " I - HIRS6, HRS8, HRS1 2, FHA6� FHAe r FHA1 -1 FHAI 8, PUA24, FHA30, TIAST06, MS736, Straps � 97 m it il') go) F � i_,�F,Crt 11--, I S�'_ * t- �Fd Ss-- " ,--,.--, S,,,iit-,'s ?5 SSCG 2-� tXS�'_i(,` __A U�_SI_A �I5 i�l�_V___� �ri ,- -1 - 'Ari Sirld An- n,acto, 1 0 a- §222 1 Eradvat Model.Numbertur Nam � PiA. FaA Erg- ;xuription ctugtDi Foundation Arichor IrAvrrcky, McIT160. MA71721 siJIMSTA7, Sfbd�'ag envicArAs HTSZ5, HT -3, HT-1530-3-C . � 2,53 Heavy TvAl Sturas FL#15363-R3 L I- - 41A,_��,,�-, w :01__�s�Lul_,`L; p - ,�., L, c - nri:Air � R ,si � ni vvN35 ri _ �� r. F _ Vf._ _ � � - V-� �� -AII � - - I _i_ ' - K,r:,- , i C ',�,j r Rigid ii-ell omY.,. =:) a) Fla Retrofit Foundation Plate 4 . L ST As 0, "STA36 � LSTA C-, L S 1733 fyi li 2, MST Avi 5, I'VISTA 1 8 MISTIl rcIirr-04 ' �E Stri,aps, 42i mil T'- rs� 1 !t - r" �_P,l ' � 5 L__-Ti. It 5 Z Sr BY 7 �� in AA � A," c,41 1 A -,IS�- D45 - A � F;a7. �, �Q�Iii - - , r� - 'i __ - ; - - � _� �_ r _,� __ - - - , r- - Firarninc -�['�ip itiorne Tor Byr, �s, _, Sr 1 ty e ,cT - ' - U) 3 al-1,16-13, GH-16_8� G"ASI CHAS-81 CH-110-6, SH410-i GH63-6, Co-oft-S, GtHil (;Hdaf 6, G H6I 0-6, GH61 0-8 3prifor Hongo, 5 S LSTAO� L I Al2, I-STA1,51 LSTA18, LSTA21 , LSTA24, SI292r ST2122, ST2115, S-122115 - 25, NISUBH3,25 Stafy�- ,'13 m0 l20 gra) Brolging Connector Stig 11 Prpdpz,;t: MocieL NALial a .r gi ,',IS 18, ASItEiS5, AS . 18SC, F M d q Pt - Q_e s q ri P ft o I 8 ga Truss Plates 11 ILI I A- r t-ir, �,l ,, , ��lr n � -F 2 ',�j �, - _ 4 � _]r � i 8 , -�, _� , 5t!�F _ � t,,,7�c ,- �,,!,V3 '5 , , I - St ,,,,,5 '5 iaIr in g F,!,p,m�z P , t,nriiwri,nI H I�Im,f�wafl Sist'a Clid, C-,, 1 wei tof -10 Clio 4 GLS5A, GLB5B, GLI350, GLB5D, GL87A, GLB7B, GLe7C, GLB70 Giuliano Sestring Plate 7 LTFg Lateral Tie Plate 2 AS 20HS 20 go High Strength Truss Plate - 11-11 , - `IC�t' `5 �-l !-I '_5 II 2 P'1FlJC_I0L2'3 ste6,ost Cori ra,ctm L co 5 GLETS12, GELT612, GLBT516, GIBILT616, GLBT520, GBLT1320 Glufarn Bearing Plate 8 LT812, LTI--'6r LTS187 LTS20 Light Tvirst Straps 3 AS-2211 20 go- Truds Plate 11 �'SL�.,_, _ - LIs kvnass FmmIna Syd,-Z',n Slav* vui.,,ni , g 0 6 HGLBA, HGLBB. HGLBC, HGLBD Hel y Glu a m, S'asoing Pines 9 , ��i -T9, ST12, STIS, ST22 11ASSTC21",� r,137C40, MsTc-s- MSTg30, rv1ST A36, ST6215 ST6,224, c . Sun pic 54 mil 0 3i qa-� A . ASH-P , I-- I Hinge Plate Connector �� . � �', _,:R1 ,,I .1 - 'XI -I'l I32-I'lM __ - - 4-14 S"-A-C-- A-, � �n,irierv,d usIll 1 appflo 7 HGT-2, HGT-3, HGT-4 Heavy GYdef T edown 10 NlSTC66 MSTC78 S-ST6236 Slip, ps 58 m if (1 4 ga) Scor��_, " LU a UFPIO-SO $3 Universal Foundation Plane 11 MTS12, MTS16, or SlIl MTS20, MTA30, MTS24C MTS30C MedrumTwstStral 1'�l Xr'll �11 4�. 110111 Fill 0 �6-41�, X,7� 51i, I It s0i Fit -'it 4-,2'I 51< X',�-FISI 224 XIs7:"Fi �2A-'K � MQ_ic di�_4A -nA-Oi�-��St�n�--U-�,-,-"�t��,,�,,If-��,�,�l,,q - 1-1 - - - , i -1 I , :;E c -4 URFP Universe l Retrofit Foun dation Phis 12 SJB1 L56, S/B1 81, SIB2.06, SIB2 37 SIBZ56, Sell Fly, 61133 12, S, - , 3 si� 4. I il 56 Ste 62, B 06 VB4 12. SIB4-28, 3164 75, SIB5 50 Top Fer ingle jost hangers FLMTZD R4 _ XC1,14SI -_4 X0,114131224-2-51K XUTI21S.,'I2.`,A X011'.2131224-2K, Y`,�L]1813116-hK , , r X1 A i 0 I n X ,I I � 1,i 4114 v! S1 _- 1 4 �v I A I, - - A 3 _' X L Tapping Sirte-ca < :z 13 SI&A.2.1'Zi SIBA2_12JID, SIBA2.12i`12, SIBA2.12M4, SJ&A4_I&8. SiGA4. laylor lop Plaingealiks-A Hangers _Sqg A Product Modi Number or Name P'Loduct Qescription SIBAAA8112, SIBA4 18114 1 ET -HP Attractive Anchor fo� concrete Z: 14 SIHIA Hurricane Tie 2 GAC GDP, GDPM-50, GDPM-75, GDrItA.100, GIF)PS, Gilli GVl GVi GTH Ges,actualled fasteners a no assambill < .5 SIH 083� �VHD815� SIHD 1 OS. SH =01 AS, SrH D155S, Siti Hinlatascris 3 PF)PA POPA-K, PDPA-MG, PDRAT, PDA -K PiNsyl, Piltyli trilvicso-ty"i PDPAV& frevider-lAntual fasteners threaded stage, and asserri � 16 I SiH DU4, StHDLI S/H W9, S/H DU-1 1 Holdcr,ons PDPAAIL-MG Paidi PSVL3-K. PCLDPA PECLDPA, PTRHA3 PTRHA4 _J I 7 &JCT, Silli Jord: Hitogtols, 4 SET-IG Adhesive Anchor for concrete 0- . SHEET NO. I I I I PA 1,2 ( ; � � , _T ----- T-1 ____ / I'' i, , 11 IF , FF-_ - -1-1 Q) (1) C_ I ! I ; MIAMI-M MIALAII-DA-DE 4: Otrli r.�` FiGTItirlastries, lim, �L I -- I-- 1 - , - - - r, l'.F � � � it---" lul-' U) -CU (1) -ill- -0 > c- C.) a) 0 a =3 " _0 r"LiUli'll - ,�ll.,�.�.,--,�,.�.,--�-,�,,--,.-,�,-�.��. L_ = am 010: PRODUCTCONTROL SECTION ____ __ 1=1_ I --- - czuul�� (1) 0- 00 2 I IM3 �U` 16 s7mlRoom 210S ' __ NOTICE OF A( CEPT-kNCE -, E VIDENCE _NMTED SUB - ", 011(j -if Jr( _L_ Ir � -7 � ___ ___ - " ��X_% - =-- 11-i 4 . CEI"JA_' � " -, -c _ __ - - _38 M-1- E I �11, L,--X- j a) = M -0 !CL - DIPARTIMST OF RE GULA TONS ALM E CON 02111 C R Z-50l (RrR) Mianx., Flanda 3Z, I 7 5 - _--;;? 11 2 IrCull AND CODi---.kD.'ttL-Nl-zTRAnO.NDril,51,(�,V T(786;333155-2590 F(7MJ-1I,5-_-,.r i .NGUi--EOFAC'(EPTANtL'E.EN-IDEN�-(E',I'B'-NUTTT-D t 11 Ill � . -6) -1-0 a) � (D I I L Evidence iubmirl tinder previoits NOA t ;1 It, (" 1',U_ FFN ..6" �17,.R.A_',l E, L) -i-- (/) :t-- = =:) M �-Cu . N-OTICE OF .kC(___EPTANCF_ (N�Q_Vl sEEM-Ma-Mos-dulax��0 .... - - i - �' IN L . _. � __ � - -r� � 1� � � L_ Re_muu�,,, Q �� eq ,� - j ill I il l: I.-C, P. l� LY - lll�_: I, u 1,J � Cn (D -0 0 , -0 PGT Indu-stries, Inc, A. DKk`d,LNGS I Bl, IF. LSTS (CluummiliT. - Y � - �___Li -jen ,z-natot-v �a,lldlicoil=i�-, - - . - .1, - C) C:) � -0 - I . . = 10110'Techurtlap- Drive, . = A I � - .l ii I IN cavil � ille, -- - LL - ",!� I oe C U ra�v at " -, am . diecdortt, - - I- � A C -1 (I ci Aj � � ,z -i� I - zicurm Dec;'_ Ion= r Bl LI-L3 _L U_L�-T �", - , es t rep, oft on I')---% It - - - - ' - - = - L_ = (D � 0 0- = ,_2 3: . - I No rdi Venice. YL 54 275 I. tSNbft)t1Wd,ffiA#del A10-4 A`01 11-ril 04] r I 1 ear .- - - �� - ')) Uniffia 5iratk 'A 1: 1 FB C TA W93 _r I - L_ ll � � - L = - r ( L3 ,(:fN.r T !U I, IT T, � ,,, -,I , 1- A 1% f,, I - 11 % ;IV RI'L T11 = r- 0 I.L_ - !-� . - ol, - a I_ 1% F I -I A 1 ' - - ' �','or. NII)�"-#, � l, I - Dc-mar "LlIl ' - " -_ L t I 51 L Dfa I St iz G' s . '. r. c'FLA �, _�F � - - , Mee �s = -, . __ V �1.11M Vall . I,A Z, ..7 - l A 3) W-ater. ke-sinance Test- per FBC. !AS ',� - trl Lea, - - E_ - I , " �, - ,I ,I - - __ - T ni ic��r 1 Irc-=t*,c� " - t E� - g L� 1�:,�. ,-'kl e�v� a�,.�, � � L" 14-1 ��18,1__ �-=A -- V -��!L � L ��lr' Sum— - I 1� � , � , ��,� - -c � , l- E !� , I L l;I- � L---- z � - ��LLLL -_-= - � I --- - - L -F - - � - 0 _§llllllllll` CO , tL&- M M �' L - Th i;�, II-10 A is bee in g �,L,-, ��,,-,ri d u ajil the a 9 plic ab le ru le, an -1 re -pi". a o sCIc go L_ el role U e�-, e 0 f co astrwh On 111l i a 1'9 � 11.1XI 1 t hrou gh _2 .1 of 2 1. pf epme d ls�y nvazi i f ar rater � d at el 1 0 i 0 5:, 1 ,�I,, w I- th re %Is iott A da t ed � 4) Large .Missille Inzpac?'Test per FBC TAS22 I IN I � " , %F�Y=i i -1 N � � _ rL _; _I III, , X_ �, Z I __ � - LL f 1" , In 11011 .- . " __ k - - - _L __ - I--- I ti-ti-InIl - 1l I, M- __�L � A - L �,10 , , r � L= _ -71A � I M- jLX a us! 1- � -ol �! �_ 1, J t __!�j i J, - I , - � - aLLlu - � -M M � - _____ __ -1 �� - L � - I - - o U) �, C:) > -0 E " 2 _40cs 0 S - u1nitinu u-Ill tt---d-li�xtirt�rt4�-�c�rt-,,i'e�%,,tkiia�p.l�a�,clq�L,to-tlt-�, ,kb�4i,iii-'r-�-i-it-�r-,"�-titit��P,ER-Prod:trt�C' tar,otestionki Y , � 04,05) 1 7 L si2ned and staled by A- L,,,tin Nfilllef� P', F - - - I i) Cyclic Wbild Pfes,sxwe Loadiric M FBC. LALS 203-94 _� ,� - � - r c, IiCL �!,..,fl;1111��- �_,� �Ic - - I L - �, '11" 1:l �, . __ , __ �- V __ % � I-- � I,�� - - , (D (1) " �' - C)- �� . . beii dia-Nfimm-,,D-�ido�C�olic�r.��$,Woibefw3��- --e,ill��,,�,,�'edb,�-,i;,h:eA%tih�:,-,it-.�.qxvL-tg--fm,.�sdicti,,-P-(,A�HJ�,. I , ,l Ill , �_ __ -It) _11-cci G) ]F =ad !�n 1L Tian- np-r ."Aj(,,, T -AkS, __ C __ __ , c -_ __ - ___ __ __ __ LL �XL - - - � I - ____ : _- � � - r�� __ - ?r� � -If , - - - - - � r- 4L � � -- 16W_llA%-I,'!;:o- � - � - - � - --c- - - - --- , , , . � � - �- , ` - A 7 - - �_ - 75 � �n � -TT3 - � - __ so 4V � L,�",�oc, �_ UU:W�� - � - A N __1c V - t I I CUM I T. .cn U) ,0 ca C) - .- - r CU _1�lllllllll` . T!ii�-tNOA�--.L�al!uL,tbe-,:and- thelex ' I on date stared blelcnil Th ,--.VL�-�,,Y-I(iecoA-,Ilt--O-DiL-Aw-coaft�DIS-�c6m eNll - - I B. TESTS . - -ir - - L ris, Ir- *1hi,n,.-rWKcd-up drail arid ins zim_ di I L � apair, of viayl,shding, glass docir. p1l; 1 ' � L - �' , __ --- T Tjv-�r __ - - � & I 4, I -_ I � � All - I :�r- !0t 'i -_ � - - _- i��.% - f I � ic. , i I - t I - i t, U I AD ,V_ 2 L -1 , ,i�j -� IM r A V, L-1301"! f X F .M' 17 - -,r" ,"I ,l -Aul J Wmnivl lli� M I R1_ , 11 t l � , � I 11 - -0 = � . - U) < � - Mitsui Dade C landv-deAw' tti�taicdlft&laliNUamiDa-�'eC��mt LL -en7e;her-'-,_h-Wha 11ads -As V:ALIzi t �, . "'ua -7 L;4 � - e i ', "' n= R I ,_ = 1L T t rrl onst 1 t V nif onm St at is A - - 'I 17 re Te, _p IQ 1-14 . 1151""5 T" "'2- - r" �V' - - - � - __ __ � - - - -,rua - �'q GrYTILS-49, 4.ared - � - - 1- " __ � ii _ __ r bl),, Feaesttatioa'T,v. I, La,,Mtsc._Tes R__l N 7 cX jlLJ I J started and %J, �,X 1]�,_ I �- " � %1! . .). �, t 6 o-rie u _9 l, L_,_ -� r- - l,:' T _ L�, I el'T ' ' 1 , l, � I, , ,� � , "D 1, 1, AD � I " - I 3 1: 4 - iiJ �, cK�iu -)'a ; � , product or material. tested for qua Uty a%rir-�'jfjr`r` Pj'L]p'LY.Ie%, L Iforlis product Lit material fails to plexfoiniin the a ciretri ed manner. the inamdactirrer will iti c urthe explense of sitch testing andth le, AWmAyinintediately rev. a he - Mo �di fy,� o r 1 - 11 � -a, r , i L. Nl I ict Test per FBlC-, TAS 2, 0 I -- -) arge', I nip.- 3", C`�ljvhc Wind Pl,,ressrire LoLaadniar�er FBC. TAS - - r; 1Z (Test . I 0 and - �`, - - r I 1; - - I b �' - - I- - -, "i 41-7 LL , � -, led 1d11Lh1�jS0fkeg11.P, �L ress-m re iszd -,,III !_� 1, �� V_', I 11 JD I - � � - - � � 0" Te-,!"revort on. Ili A u,- 1: rm io n I se� el F C � i 1 - =? 6 T I S I � - 1- � - � ll zl� I I� It n:tor: I__.11J1Un_,Mn, Lan,- --T*_ - - , 'i 11 - � I uo� " � L . . - I - - I �-��,,,�' �",4*�,,'-,��,,��,'?��,�,114�'ti,,-"e'�'��'),� 14;-0528A; t-�-u�d trX = _EeC _%, a =r- - I I . LI _. L-L � = It'. � t I - Is, lagi r - - - R� t , ---- b 7 1L jIl - T � Y -L t - - - - _- zl �_u - -u 131 ��L*" 11 - 4M tkId � P'tffl f i-d 4.1i Lanui- 1, I - Vk 1 I I - - 1- nit' SIX �-_- - t �It LI R - � ? I � L. - imserr R;,ES, resmes flie ril to ti I -spend the usmez of such product or inaterial vvithin, their Wrisd rewilte t1nu I , � _')(13-94 I - . 'Ila - - - - -LIL U _� - - - E 'i, � , - 0_ , �_ I I 'r L - - , q , -%n �!- "A I ,� - - � � jj�Vc I -r` - - - I l,14 - � � � I -- � I - 1lonswihi itill -uptinn�ir: rs'and ation diapatil 01'.inyl fil-duss gla - - 1: me, , ns std install - - - R li-_ irepi d � �iuf� - - - - �m; - - 7I , - . - __ , ressure Tesi, per FB TAS 2022-P4 - ztfl P_ or, � - I,I_ � i F � .L L ,- ma - . � - - ; 3 , I - 0 rt - j�3i "n3l l,- - � � �t -.1" �-=! i - � A d D i �' , � - - -r �L - �� _- - _, -_ - � 0,�c,��.��ipi,�ta=t-,.Lf,ti,----4et,es,n:t�a-edbv'.k--tia:in�-Da--LpCauirvPiodwtC,ontrLq'�-��6=- thistriledue, 11=111firterat ", r� 1 lai 0 = = - - . " = , - - - - - I- L . � - - . - T - -, . #1 N � c 71� _ c - _-L- I I: c "I A - 13 ,,I -, 0. 1. '7 d: I _ It mil ` Eerie- ,icl Is ic- I I., in , j I t lLM zL I -I_ - Rem , ETL 8'71 - ited '2.,07,15. l- � � , � I I I - - Mj�_(L T'c' '011-94. I -i r -, - - Is - .�I'LL J) �v � -� I el Y, , Z: _1 - I � _A_1 laac� Test I L� Lt_ , , _ - Ir - �F_ - � - r- T __ � - - ,� I," I � �!,,,�'tjcr 1 Z_'� Tr � "�,L -- �- -�s - -�L t ��, , ��f �L �, i�-,� , i - � - I - � , I �e 11 _1� ��, - - , ulct - - �) -0 : 'U_ a ,,,, _ ,,,, __ _ ZI J'ejr'.t'S'fajj'2�� ,ij�F �'_ , �,� %_ AIr - --- - � S, � :3 " - Iffist'! dis, zm auirements V f the applicable bul corie- - - - - . , - 1 - � . - , - - - - 7 - --- - L. - 1, " - This' IL':OdIIC'tl!gappfoVe�<IrELS'deSCli�-*!dhIMi:r-an- dhasbel ed to coraph--viththe Florida BtrildingCode. p 9-2 I sealed, ''by I d ahmis! Ort ega, R ,E � (Tes� repoST feA, neld: oa 0,'2l1=_!-16 ajrd02�214 I 0") J 4) Large Missile Impact Test per FBC, !AS 201-144 - - � - , � , T � � �i is'f Zc � - �� , A . W! - ILL R � L - � i - . X ME! aI- -in L - �- !_.- -- it - __ \ � 14T - - �__ h -- L, � 1I U L _ unn , t L it F - t- veLe-1 I L , LiLl? -cI-L a- = _ IV= - - RL!-id I - � T - 4 - I . - - - - mir liming the ffig)i Vetoicityffiirricane Zoul = = L I I I lf_�F __j- 1, " Q 2 7 st repor on 1`1 �;kif li"t rat Volft l per FBC". TALS 220244 . � � I I 'I C"'�!N�'hrl 'Alsad l J 51 � ,-lsvrre Loading per FBCP, 7Ar, '103-94 - LI-11 I L 11 , ll " 1, _J,�, �,'�.t�� ft,jLjj'jjjdf, �` '�! '�,_ _-anll)ootii�� ''Y"' � W n , 1,N UIL I " 1 n tl�,,,; ,,, i 1,�` f L, ,_. � lo, 1)_ 11 . __ , - . ,I �� alis � W � r - - - - - -, - - ' , I , = _J.&; nf _\L�� 'T : 9 DESCRIPLITO , 417711 - � el ,_ - ,-"I-ittyl-Sli,dingGla�-�c.Dc�or(Reimf-.-rced),t,r,�w*9(t)& 1350cortier,s-L-MI� I 'S 1� U, 1 n is t n - i c A:.r Plret, Litre Te, st- p,- F-C I - :_3 202-_ I - - - PT 6 1-4. i xcikn I - ,:Tl - ___ � - - -1 � d .,T, -ta.- of'scI71fl; T LiuIil! Ujit - -A - adong with ni-arlsed --rip ' a =i =Z- of--4l slidn"I ClaoI, dour, r q. , - L - - I - - - - � __1 � ' I LL I " l L� I . 'T i - n � , - - - _' - aL �, LL � � - �c - C L_ � T �--c - i I ly 4 �l , 'T �r I - � � ,� lf ,, i � L na 70 1. � ! , -, _if�,� �, -"J�LWLjj��, � - - � -, E��x �L'`;'L:�`i. � t; r C�x � , �� I I llll l, � - I - '( - - ' 1 3) IN'sitei Resistonse Tem. per FBC� 71AS 210_1-94� A I - ;Cd � -.4) IA - i - I - Test RepNort No. FTI,S 5, L, ZI3 I 41 �4i I ed , al bv Fenesy n. tion Tel i r in L ab Inc = pt & !� I E-,'-ur1'fM, � �' � U.- -1 V. --- � -I I r � n�, Z' ��l Z�V�c! Di HZR7 and Lightlil Slia, P-r -f.' �j 1� <' 41 "t, ��S ;&cj 1-1 - I _ , I _ff '' i"�, c p , - 1p er B titled 'Vm)j %djUg C,jftiZ r)-- '^ k "' MIX _ I- k"r nl%jci� E = - PROX*-kL DOCTINTENT� Drawing Wo. MD-55517 - � IAV _ shect = - = = � fL Li% , , � - - -S--I 94 - - 'ul �15 , iciff-2 ' G Ill ;JhrcarTTe%! ver FBC TX - -a , LLF It �? � - - L . '. " � Ll I.L I- - - I � . 0 I V Mo% scaled b-l- Tdaklrna, Onega, RE - len T, frpw te,, ead - I - - e _ -1 1 -n- J, - arcq �u A � -- ;L, - 4 � . - - -V L-TI -A;--1_ - I-- - " _= ___ -_ � 1� � -i el! i-c- I - � �L 1 I , &_ TL �. �!" RN 101 L'k Ulu - = I ," CIIJ L , _ r - ;=, _ , � - - 4 .. LIU= � �L -- - - - a - - -, L -- � - I L & - - -1 a3l - I - v_- . - -a 1 A, = L du r--:7j. , I I - f2 ! 1 erep al tIy m anufacturerc , le L; L n ALK L I nd last rev ised m- 0 Isfu i 2 � � meried asid se,aled - L . 1 ` A I L �rw, i Miller - Pj� - bemv - th e Nlbami-Dade C�otrtstv Nodal CO 41 trol lfte�ision stantp ,,, � rm tie No tice of I .1 - Z� ,. I � I - __- � - r �� . - , r---- - �, � 'V - - � U ll. LC �i � mi cL f_ -1 � Pre�sta,lre , - a � MC per F 13 S-_ -1-kS 2,03404 z I "� I 'L"L L_ Forred Eam, Teti, FBC, TkS r"(D21-9-1 lcrl . - __ - - - - % '. - - - __ - I � I - - - � _rl! � - ��Rl I, ' J- ir 10LO rm_. % � 1� 5111M I ele, Der - __V__c*T �a . _ enc I , U nif t,,trrn 5 "t it I tc, kal Presl � -1 EBC, I -A..,., - I _r i " ' I � - le� ' � " 0 � I- , - I 1 - - - - - -- LL�� - I . , V , �_, _- F 4 _c� � � - �L_ � L, I "I�'� ', --,, --- -1 i-I rl�-;_A� %-I- 2u � M� ': 1, i ! � L, _I7r___ - I _ =1 L-L-f-, ,�,��,'I,jsu� 1- � "I Z b� L �, t & i i r ; � L -I-,- -� I',1_ ,' nr"4�Itll L, �,�-1 - - - - =7t - - - , � I� . -Ir W, � � - _Ljii� �L;��-� VI I LL- r� __ - _ - - �_ __ I - - I - - � - - - - � '_ � -Eol L Llicc-L j,___ ._r - �___ vi i ilk� � i T-L L 1 I m C ;- is cc 0 1 lid F L I r- x lll JAI u - f�t I -.1&n I L-X (-I I � - I I - ' I I - -a ft" 813st tlm date b & Acceptance itualb, ve (I'sairey Pcsduz�iCoz - A, Section, 16) i.,it-, I , . . - 4 411 2 - cL -1 - - - , ,11 Llxvge ML&Ii- hil st pff FB (" � T-A "�'_ , � I _ �� IMF - � , 13 � It �- ,�Md 7 L` - , � _%,Ia%aiDa&- ; . MISSILE INIPACT RAMGL Large - I Smt& Missile linplistant � � I- , � along ,aitb tmrk,eCk4,, dmixini.gs andinitaliation d isprant of � ;� Adults z4vaSS clool ren�nrbd � - - 4 D CnILLILe. � I � I'll,'",c' kre-Lc;re Laolding per FBC TAS 203--�5� A Ill - I ILA- , -cc - - � -L I �; �_'! -- _. - '_ jgr "., ,�, , ,., %r ,,� Q ,,-;, �-�, i � �, � ,L�'-+Ilu _L. __ " L4-1- I - - - - - - - and = - = - = - I sl 'N 0 - M i __ jaded - LL A � bLIr r T m2 Unh. lrt'_Te-�-t � __ - '. _ ,,,e,_�A:�,Lj - at ed I I 0 6 I I c ff --- �- c; 'i� I -L MILL I enCulat, I - I FILL 8:546, d � - - . - 's md ' - - A ,�� -ijp ' LAhddur tuas� dool p-r=,zT_x,-- n �mg ; ;r! nj mosq. with a. drats, in, flon MaEM111 Of vMV1 - M "I � _1 _-- - �_ � __ - - � �, ,W� 1, RL_- ', l � ,� � 7 ", �, ,,", , , " " - �t �, !�- %l'Tc --_llcI -U�-L �I : L,�lll.k, j-'4"'j, 'fi � i V ,E _ l " 'Llr � r , `1 A'. `� ,� � �, I, 'r - - � . � ly I ",-'!�,ll', �'� _E 84, - - - __- --- I - � .1 - Limitations: 11 a - - L I- I S I 1- I ,. r - � � - = - = I � � ( � - - - I a - � ' . � e- an I -4-A - g 1 I =c! 0 iLcil '�,L�lc Inida-z'n Ortegii P E �' ;_- irl r -i, d - O' ,rL. 1 0 --- J- 0 � - � __ - - 0 aim L,__ i I - - - __L - ___ � -1 ir F on IN- a - Ew T L ti IS 3 � �_VT . b-,- Fenee-stration Testing La , In^- � I sz, I �m - its I , - nu " - , ` &- , - n . S - tsaiMo A- I Z7 !��,I __; , �, . I a __ _ - ___ � 1 - - " - , � M � - - - _ __L �, � l _ V lr%'� l, " % L � r - -I, 1 1 L �:%�!. - � - � � 1 �__I ��r �' L_ so __3 , - �, _.-I, of , ��A , 1, � _7� - LELL" �-_ - - 7 r�'�' I = - - L�_ - i�cL� __lL� li �, � -� L � _-_' � - r-L - !-'L � j I �_j > !'_ %� -_ .- ��, � � " � 1�,,, - "." � . . - Re- lk � See ranie L t--h- ee t 7 ! a mb, 1 �ihez ,b �f LZ . . � � MW - � _ D un I siz � design pre�, But eo:, re , � i r tp , a ,,f 'OfLapphl, ab so I infMauerl j, es � L glass Mmes- I& riser, eseel tables B-1 I& B-2 .sheers 7-3 li awl arichor layn . - out abeer. re,quirements �ir. 1 1 thm 16- 1 � - - 1 - - - - F N - ? - � iesT repon on ) t Alf lm.du,Lililon Test, pe.T r BlCl , 11 A S. 02-94 - -JLL I - - - - - � ___ 3 I i i I - - � - __ 7� _0 , _o ' ' � i to itl SIMed C � " - z aled b7v .k�iae A, Causic 4 A _4A I - nd se. V s. P. E ��',#1107111ffefii Imorill , -,-:- - , - -, 1 - - W � 1 E-LI .-I---- �-_- - � Z L:- � � �nl - - ' - ' s�Wi F',"', � I -7) � I - � _2 d P`V(' aq d rovvir cril;&W Tit' -der latainatredc v,-hne Mlad F-JC__ 11be I- ?ugild Wlite nTC.- Tan (Noo-WInte"I p.ndL; n B log I IL'i E I � - - E .-� if`--- . S,r--,Yi;- Au- lifessu Terl, VC,j frBC TAIL 7M,c" - I - _E� n lye � - - � - F - III i _ �__ - - , - . - - 01 0 7� (04) - - t - L, g �� , ._ �'.j��', � , ,;jj,,jejr - _.I . I Tj'� __ !" c " 7 . g, 11 - ., , _ t I, I , Jn��j I - - - � - - , � - r - . latteled pef ilefievencedNOA'steq rat enusIll � IL I _ � - - I, � _�Icz-�Lizf 1.11) W itttn Redst ince Tle��,:t , Im F'BC � TIAS I � . i�z - CST cll an 1 � . - - - Air luf atration'Te�.A_ per FBC, TAS 102-94 ' - - - - I -I � nI�_ 0. ,r _,--.L-.. %c __ - , - ,_ ff, La - LL � _,, - I � - �21 � � -- - _ ��=c P + - - __ - lI =L ' -__ , __ L I ua� 4 , T� :c;. - - -- 1 c%t-L a --I � �, - i _ � c �� -_ IL� 1 I 16 11 �,-r��v,,ed L5 I �� I-- � 70- . 2 I -ifth 3, Epes� ovel-at�le,ic�rcq,!�Ml��,I,r;;mplyl��,,�:IL, minclearivi :-, r heig �, ,L 1 t 1p er F. IBC' re (pirement a-- an r- able . rpil � 4's Larce _%Jissile '111var �, Tts,t per FB(' TA Is �(M!sl - - - - �__ - __ L _ _ r -0 =I - - ruz�o - - - - rni isiatiz -Ati Presstur TeL,l off EBC.'TAS '02 _ 4 � - - - - = L_ - z. - -.2 - - � � - L� - - - - I cu �_ A 1-z � - � . , - � , V , �_ . - - - - ZL = - L 113. I'll LA T , I �:,��,pjl la L i ; %, r -, I-o - A-(�- - - ll! SL tr - . _. N , " ,� i � - - - 1, L - � . ni -L= ,� I- 1 I � I I - � 7 P � � � - - ,L - - � L, , 'L, . ,�i - 1. pols kv: w7alls it 121der. i_*qWa,% eap pccnval to l re%ir- -,;Md by Bildidurreffisial 4� " C I - - - -_ I W. TAS 10 _- - I - iLcjjLL 'VE 7 - � 4 � L II"I. VW L" - JI A � _t - N� �V= _,; � �! d Pl ,-I,- adl M FOE -,- -1 ;r -Y = - � - rifflectr- � LA�n -94 -, - - I � - - - 'W-afei= Rtsis lrt�cl: V�$! V - ra - IC- - ___ - - -1) � . -4 I IJA= - _=rL � __ - I , - � � 11 f I _11 ' _Q � - _,"_ �_- - L " " " ' - � � "'i �L _e ' - ___. 'I 6� ' -.t - I � � � , I ll, c, " , - � I - - - � 1 - �- M ,� n:� - r� - - ln,�-, ,�:l�: 'T lf) 1, - __ - L - L _C�c� � L� - - - - cIIA-� L - 1X_ , � - - _II,�,_ - � � L,F - - _ � _ _ -i i'� - I- - - _ �� L.iBEI-ENG; Eacb Cast ill ustur a pt-imarreat label with the unniolfficruret ls natire or logo- cin:_ close and series and 1 L � - r I f alloxiting statenient-1 "11-Lazu-Dade Conur., Ptoftcrt C-'ono ol Alp-jr, o-ved",. no red hetentl 6) Forced Fmtry Test, lilim FBC, TA S 210,22 434 - - - . � - - - L � along Wi a h =-ficed-try a Mrs Mp am inst ah'i-itim d G-SUAM of vift-vl slid suot gl as,& d OOL papinea � . cII I �� '- Imv 7\15s Irspact Test per FBC_ TAS 2(lei-12)4 . - - - A zIllL = - cc -I 5" Cvchcl 'kl,�_.mcl Psesisaire LWFU&uz, FB(l �0 94 � � - - � ____ __ � _�_ - - - - __ _ __ = - - - __ __ - - !� � � H_ � � - � 9 �_r - I .� � I � . - cl , Z�c 1- , , - � 2 �7� T - . I , � . - �M . - p - i - � Z k- - - LL � A �B - fl I E - a �E 1 - 1 '7c i __. � ZI �- p -O�T� I - t I -nsil."li - - �Ade -W� - --- - � A Lt I "a -I �� _ - - I L - W � �r . L R REN-tw-ALo-�thisNoAi!!--Jlb_eC=-Ull:iaejL'OlLfb--Iate!ie�,�L,Itl-arph.---a-�-.Mh,- 't-s�eti.,!�'Lledaw-.die:fe,ba,,�,t�,--w.�uc� - - - r, i T � ccr vic F ration Testim T-Ab- 1no- Test ReLoott N*o. FTL 8,:54 J, dated _:�Ol _Sipedand t - __ ___ __ - - - - - - . Z _� I E=7 Tl use FBC_ TAS 20'�,-,94 0) r l rl - " - -T-L � -_ ---- ,�, � f , F , "c'I AWlE: It i "�? .L 1.1--manswre in the ap, ab ke hn -it - codde negatively affecting the p-e-iformance -o f th.,l prorlixt I I - - to air, 1 TEK%ffi�ATIO'Xofthis NOA_ vicill occuraflet the expiration date or iftliel has t- arlsvi 54011. 9 OrL c har3V I I 1i 5,Iealed by Idahms Ortega, P� E, ('rest rq-tcr; revks,ed t-rta 021 il 1 6) . . ' 'L � - Infatsidiser - P -, - , i + i z L -1 V__ I - " -1 4- I'm :7 on =�W - off FBC_ TAS _�j -:.;4 .. � � Ii ff I .- allorig Weth niarked-tip drx,vinp,my-1 filsia Hation d, Inner shilulf Class ,:eov pr,-pcul- 1, � - - - - - -l: Fea-estcat' a Testino Lab. Im., Tes; Report No- FTIL 633" fsl, A-— I - _Y C? - I - I thru A - 5 ) idtat e ` XJ] 11F 10 � - __ - ' I �� .. � . - i �rtr - ZiL - "I _ _, � 1 � S � I :L.- - __E1 If 'E41in _� _f ��- -;--�i -xe -X-Vkil In - _i th)'! 1 ZL 61 4,� . in�, p F BC 61 4 rkin .,j�r I I �. Q!��l. ( � i lt,, � � �� aRq -1:41- � 1 1 I __1 --- - � ,_ , g ,.,! I - .� �, f- d, - - �' � 7 � , � Ir- , - - � -A. _1 __ - n- 1, Lz � Tt l , E - - I:- �; �_ j _VfWio§_T12-suuoLi - - _a�j� _& I 1, _r-L9,11el(1 S� i5edgl' J &`v L_,LJi,N�L1?n,. I 1 S 1 . 1 ' , �r ll� � -_'cl � � L 1 7 - __ .. -, - - - , - aterl us�e� andtf atantifactuireof the r, I in �_ ,Nfisuse of diLs I - - Process - N-CLk as an endo-wralement of aff r rinshict - 2 j ItJ S i I ic Air ltre&sure T . pei Y'BC-, 1-kS " �'2-04 � - .- as lesi ,,, r "' � . 2r ur) - I- I . Z. �i�)� .M � -"::r, , I �_ � lznm and se lied b',, jorge A� C akso, R E. 4tibinined 1in&r_N_0.42N � 1� - - --i - � -__ - - i - - = � - -- - ct ; - 5 � . - - - 1�_ �j �_L + - � - �,_ - �,� �=I ", � n, I - -- I, In T - � - � c �E � ., �" - , ?_-tte-mltlat 14Z el of no f :4, � , _VT . V, � , ,r,T � � ��,, A � � 40 - el- - "ed A �, ��,I "I- �11I.11, __ - , , ":; ��j��r �g, , 'E_ Mi - - - I forsales. ail"rerm-iing at any odbetput-pnesshall amonutl[sallyternimate this Nlsdiureto oontiily -wrah any 31 Wal Resistance Te-st. v-pr FBC, TAS 21'),2-9`34 - - 01 07:09,i Jc: 4� - - _,� �, � A � � I I ir . M��'Nue r. p � �j�e `L� � 'LV ' � =,��L I iection ofthisNC)Asballl�e cause rat t--uwin.--ti�-faa--dremr,alofNOA. J_ _.1; i� 4 I) Large %,�ss inpict Test X FFBIC., 1,kS 201 " - = __ . !�_ - LL ffi -1- - r, te � __iiLL1nA_II_ D an -It Inc av,�O� T - (", 5 .-if:!ef Of bl� il IT 1 , - �� fi'o �!:, W - j ADVERTTSLXEE.-N'T� TheNOAminiberpme-dedbyffiewl &Laati-Dode Cottirty, Floridk andridlowed bythe I he g r,er F B ('"' ' I' k I � " ` 1, 0 ;' 94 5) C-vl Wind Prevs=ure Loal - � , d ,3 - l . C CALCULATIONS � - Y- - - - _L � - , � - L -_L 1 I 7 n-n- � H - -1 �F - - �I 4� , r� �5 � - - f !Ii � �= - 7 � , A -,- - & � ic-1-- %_� __ I dated 01'505, I �. il,"peiLl, 'byr lsh�iq (11-azu"i � P E �, expirationctarre, may be displal advver-il literaft-e- If anypt-nion, oftheNOIALis dis-pLa�ed-thea it shall be I 6) Famed Fwn�, Test- per FBC, TAS 202-)4 - � - - I � - _cr 1B.c. - chlor vetificauest sal ione and structotral X 41 F widlYBC-2014 An ,� - _. � (1011EM Its etstuelty� i , , Ine vil I- at-m-ifliole p dfawin- - - �_ 1� ,ik,- Cl p aa i in-m-Antlaturn A' arms of v 1 slidl glasis, rd-oor, pf-ep 7 - � - - - - - , L � � - ' I �, -P �1 T dated � - �09! 15and Is& tel 1, i , ise�ud on 0__ll1'_5, 115- signed and :_ealed by pro e lb-� L k�'�,, C� I � E,rNr 11 INSFE CTIO'N: A oupy o f this entire NOA sWil be ptoi-i I &d to the usf!r by tbe mitumfoctntl -or -aft distritanots and L 3 _� . _ ._ 2 ,�� I . bv Feldenratrosi� Tes.-ing Lab. Inc, � Test Reporl No. f TL 8548. dated � 'i� z gned and �, Ll. _PG I - , - - - I _' I - I LW - , L' NUee. P,E. c5abutifted under Les% T e-J lcfjl)� � \ I I � r .,:l 4,_ �,�, (� �!,� ,)� ,;Q� F , tIr', �l' 15-11210A , vs,!,,�ued (:opGq,lp, jj�.,tjjle�S, g�.'Jf "k�t�rr Sq!gj"�jl � -, f 1", A �t. , I i I p , � " _ l�,e ,� .,d I I ,, " i shall beavadable krz. iWvection at th e job, site at die reilnert of th�e Buildikp, official. seileii b-IdIahr 0-iftega. P. E, -Jem report revissed cia, 01_04E 11-05 and 021 1; 1,q), I � - ,hony � , -VIL-4=4 ,21 M � " 1 (-- � - L I_ jimfic L�io 'plies Ill %Nith ASPI � - _� I— _1 I _ - - � ��,�, f -t - L - . t ,�", � �l, 1 � - � __ r , - - . , �[ - i, Kric Dn - I 1 f,4 I L __ -ILTL _ � - _M , __ � 411 1 Sti-Wing CIL Fsl "Risimforc, _1 " -LI W_ 1LILL 7 � 5 � - 1 - 1 . Thii,NOA re,visei Sk re 110YI, NOA42 0-0429.0-5 and clocol- o I this pape I and le-.ideweptioges- E-11- _E-2 - E-7-3- E-4. M I , � - � " - �_ r 1 �� ... 1,1: 1:1 P!, L ,r ,,�;_ 42, _; .3 Ltic _-130l - - - - I = I - - - ____ - - - E-5 & E,-6 as,wellas appro-val docimkent mentiotied abirr,v,, I �. - I - - , � ; I L , ,� I / ll., ii - _____11l � I 1,"q L I-- La r., I - i � p W - - - � � clamala � lsbaq 2- , r 1 Ir !-Av),L�J� L C. till a ti:-A, PIE The subruded &��_rauesnaum wa� te-vreiveri by Isharl L Clianda. FIt I - I Prods - . C. J`j 11 171111 . ,�Dtjld)j 'Ufut �Iujcn - � Sup4mr 1 * 1 Product contrei Unit. - - __ - __ - 2L -1 � C cin � L-1 � " '-'I � 1 "`c - 1 L " - � � pr- , -I �� I - - I �11 ll� I NCIA Not i1cal'u-4,1011 1 M Ioo.-� "�rj�L :jp:C1-'�'()Q NOA Nn� ZILONIz A -7 � :NCLp", NZ,, :jjjl;�_*.�jl�p L - r `a1MlMMffl ILL- - � Exph,l,tflotxDirr*1 ApriM.N1:6 I t, . �� , 1:1p1vafi0uD,I Apri �4� 16 I I v ErpiradanDatv _A.pr_H1_4.zC�- I - � ' L7- � - - - - L=-?--Ln%sjj---� :rPL _jzj�2�'h �LFa T � -IT L, I - � � , ------- - r I I I ____ - f 2- �,�,;;!, j . 1, 1�!o�'Ill"'I'�, Approt-al Dawhiarch 15,M1 I .. L I U. A� 11LLILAJDa&o March 1--='.`1 1 LF :31 Dat- - -u,., Appr e t v - Als rch _' cL I L_ t:rr � App� �,, � D! �� 7 I� 5c r�7 1, . t � � 0 � I - - .1 :I,! " Page I I = I = 9 K . � I - -, � ______ ____ - __ � � - __ , I I r - � - r - - ___ I I E - i I - - F, - -_ - - � - � __ - - . �, i ; , 1 N-Madtisviios, 1-tc, (.rG,IjjindCWS and Dirors- Inc, I` t-.,Pl I Influm ies', Itte, ...l..1 , I . I r% NOTICE Of ACCEPTANCE: EVIDENC, I f SUBA.111.''rr" NOTIC'-E, OF ACC F PT--VNC E L FVMFNC1'�T"B_NIfTT:ED ll"I'll- � � 11 -1- N 0L,ICL A A�,- C FPT_A_N( E � E NjDJ_EE, SLBMITTED , _ I `1 � -nianduaid. under vrecial submill" .;w Evidence S - - - - - I 1: R I - - i E -, AL-1, , LU, ( E RT1YI(_kTI0NS j (7 � 111=111l � - , 3, en, E lideacc- S ubmitted I - - 4 irtl - - _rr , �� - I Q , , Onanex 11aft Sluno,rSgaclpr Standalwd compiving W h = 11I I =L�! . 'Irillefe coakWctl � -,r I - - LILLc - L_ � - - - ___ . _N -All DR -ALAI 5 INGS � _rN t Ic 12j_ 1 F _ 6, = 0. SS I B Pl.7-1all ar -ft ` - ` , AS 7_2 01. F - = 9 1*k A T I R -P -, vws � A S T N 1 D 3 1 9 8 __ 0:, L, v, gi ff I i - P a li � 5 - A S =L - - - - . - , -D(,S A 1 DkA �A - I t 1, D nt Iv N-0- XM-5570J) Rev B� lit- �A,T Shall Glass- Doei SZOA �'1,4t sl 0 , ,_ - `LIgo T - fill L T a �� _ Ill- LI - I . I. -1.10 _ -1 , - 0 04zi abilin No Fog -Pass, (81(b7nowd d er ) ( _J A� G Duf� or. 5 ) , crl�, r, 6 L - Ml N__ i I, � i- D-w "o- - 'XID-5*5e U10 Rei B. tiflpvc t -_ -- ` �- me Glass Eims N-0-A il sheers I L .IT I izl� i ona . � - I t1srougla 21 of 2.I. prepued by imnufaktivtT. l I CkI05,11 5 and last revn,red on I - � I � � - - - N 'A N T"I-E - ILWIL , - I elL . ' - ll -5 r r f I I ls-v anstabL, turtrl d sted' 10 ,0 5 � and last, ie-vuied ou 0 I Oil, - *hs unit 2I of - L --A . � r- - , prepW&ILl - L_ I,— i- Cn 04�1'221�2'110 simed_-4sea-1edbvA_L,mn_ � RE � - � = = & Qu,mtex part ,Rgj�ijjiii convIvilig Wilts' _,010:i C I So Thennal Cond,1101--vit-V - _,_ 1) -I ll -Ift. � 'r " I I - sigirc-d andsealed LL.L A - Lynts Miller,, P E, , __ - - ' - - - - ff I 4JI4 At LL � Njivi- I InAFF-T, ASIM F 1249 IA,7�71-K-?a,ss= -:kS � D IJ onn Permcarice-Pas�,,, -AST141 E - - - __ � - - - - r,,-. I - co- s rep Now This revision � lacernent of sanse le:m me urn.fl screw el flat h1l " - Bl. 1113,1`1� ,--- ,�Ay F - __ �- � -46 - _. clic - - -C-i Dirrability-No Fog,:, ,jALISP.-I E - Dew Pont. DIIll-semne-ma -20111F m 48 brLi- � � � I� Teat �repoirts on" 1) Air bfiltration Test, per FBC. TAS 2,102-94 I (,S'rtbroidued un&TN6).4,V&. 1541)4f,019,0.�;l, B� TE,srs UL" ' OCT 2 8 2022 8 "" (D 1) Uniform Static Aic Prmtire Tiesst, Loading M FBC', TAS 2`102.-94 - , L� - tith PW-AANILk _'n)34 3. Volittsaary �specifkatros V ision Eld nisions. Lt d, P ar-1 s coispilying ,, - - � - I Noae� ' -1 3) Water Resista=e Test- perFR(_--_ I -AS 2132-94 - - � frar 4pul P1&1hcL,t:ic1 Clilonde (PVC` EInernm lic- f -Vislun _Eiuniskins. L ro,'_ *V�_k ','- - -- ,c- . U �, - !� X I V�l , � 4) 'a - N-r k4wt Tea pff FBIC, TLAS 2101 -04 "4ffg�e "203-94 A I , AA444JLA� Fr-uscor"astion Extervo Purfilt C-eit'"'flisation Plmpam� fSubsivi =j usider X0_4 X& 15- 194091,615) - C ( NLC ULATION-1% - � 0� ' � Virtual firtual 5) Cychc Wind Prnsine Loading M FB C, EAS 3 'Vision Ni�)Ise Review Assist 1 Review Assist, Inc- Plans 1 allong with aiatked-tip drawiqs% and im-snallation diagram of all PCYTInd,astries, Inc .1 Y � -1 8 F-ittritsions, Ild ,, Paris "cr,tirlplVivig vrifth P�llc-.W_, Ca 3 - B - 1 - 11 - Review comp I nc * e 'w 'VILomp leted d for leted and all COMPliance - P0 zq-�re-*-=-I,.itr�,eM#�--L--tl--It-&tL-AT ana�teswtoQwhf4vDi)wsfl'..ImWDou-�LIO93silicc,ces. � - tsiobli�rr�1-1,c(,�'fl.t�te;"�r,VO-4.,\,r 15-0410ilt(_M 0� 4 � D� A ALITY ASSURANCE appro )nce w appro it e � with the 2020 FBC 20 F8 C �� T =3 Mepared by Fenl� am Te-staig !Labssraror� Inc-- 1�nt Reports No : I I I - M 9 4 . P%,7(1'A,A.N,IA 303-13- Volnivasy SPecificamn for Rigid Poh"slulyl (l1.lot-,lJt7 iml X Ci Everillor 1. - Q "'RER', 7th h D, 7th diti.. .11" , A '! 7t dition by Debra Anne Klahr PX2300 �, i1l,li 897. PiGT PW_5 5520 PVC Fixed IV, ml (imi, t 6iti pro,:plsal), dated C0,111103,44 = Profiles fbir 17i&u.Wrt Er.T1117',ilrd'S.L Lid--ITEX-1 by AAAMA Ferle�,tflnort Exterior Profile � I �,iliar_,nDade Department of Re latety and Econoniic Resonrces glu ( 'I. - FTL-20�-1-107,,I,,PGTSGD7&0.kkL,ninimi SIidikgGW%Dool 7impropoisl --10- , FTL Certy ion Prosr-int 2 I 0 1 � 2 P G I C A 7 4 0 � k h 1 at 0 i i ts ry i n g C a s4 m m. t '% I .6 i, don w ( U I 1 1 t 8 Mix P F3 P 0 -A, ,,� � r T L - z t i - I - - - � - ,�f i- 0_1 I I_ � " � I L , 10� Gaul of A.cccotstrtce No 18411'14 �` ie - I o Enern Fleu atlou Sohit-l-, 7-c'ck In- "a, - I c5t 4=1 - (_ 71 E, AL46TERLA1 CIRTIFKATIONS � -6-1 (1) , - -11, W -1. PG T PV 2M Ahn Fi Wir, aw funit Q in orrva and FT L-20 -I 07� t 2 107 ,o 'Mir -Tan 3- () & light --hade mori-whitlei Allure R12M PVC Emptriiml Lirru ill'IW- for- k 304 � I L ser i 11 I Acc To 114-0165JI2 -i-s-sr&.."d rzoKuranay Aari*tkaIL hkc� for I I Noill-el of �Cpz�mce �, - ,U I (1) � I. IT _pG PW7620A,,Nl,uu-u--.u,-uFi,ct�=tjWin,tim��',�j I 0 in prolso ndl d at ed 0 W 1 3 L2 0, all signe, d - - - � �c � � 11 -in , vt.i I Mutdows and Itnon - at qg on 02 � r e_Nj] 1. . L � _,It � - � � T clTrosifell �njd C ot- r PA'B C-11avy lat-�r Lavler-l' emIT102 on OTAX� .- - Uj(llacifar, (.If i - - - � . - CU = and seakt! by Idahnis Ottegil., P,E. � 11- Notice of Accepts" No I 8 - 0 1 221 � 0, 2 Issued to Eirer,�gzl Fentsucation Soutibm� USA. Irs-cl for I I - Notice of-kc � mice, No 1, 7080J12 Issued to KLjrj�',xf'av� Adnevica. La(m fterheir � ` - 7 I` --I - "Senni-Ghil' > U) t1h scries -111rite Rigid JP)_( llu#iiio; Extrusions for NA-Wdoxv-sand Dtcrors'_� expirSig an (Clear arid klli!46 GLais Inic-Ar-ers"_ expi,mg, on0Jl0421 Ill � 11 C, CALCULATIONS I 71h ,verification _ - Lt LLIC ;n - - I '40�Z�7 F W - - __ I 'Il . XTIci; X I - ptq _� - I r _IX -_ - " -- rz�innosoi , ted for their �'Brc,�an _t L%L%�_ n r t a �N-o 18-1106, 10 issuen TO V imful "ll I ff 1 � _r - - ___ - I �11111 -(r 0 C0 I � Artchor calctilations and stmehital anakysts., c with FBC , It = I - , -W ml�, - ., Ui", . atice of 3 ,q)zz, ='fj(3203.03 i�sr,�ed 'to Ertl, Feaevriation Solu! - :s.1; .1 �., � lfcjr I Nt A� ,,, , l ExtCrior EvnitziiFins for WindiloWL- . F Ll Coared (Pabrt*�%l or Ltrajijja(ed�� White Maki � A - - V > I I - lErlifiloa (20,2 W). dated Ol 0. pi-tp W Martura%cuirerc It and sealed b c- - I , - . L I I- ZionziI & light shade cap coated rNA-hire Rigid PVC Exiall Ean-usirm,, film srsr- = - ��"' "011"A il Oil IL P YLI 1, and Devon ext, ") - " 0 " - I AnmonyLyrm,N , R-E I � "I � Win do iv s a i i d 1) o o r S�' " e'sp ifit'i a o, 11 04 , I ,,, 2"', - �, I =Ll - - A - I . __ __ cvt � - - __ _ - -L __ . - Ev - __ _�� "I p I Ism =+_ ---XCC - L_ - � �Vcrnkqouci� lued-wr iwp r "I'lCtl "; o: 1.8-1 10611 issue - - --- - E - `- their serif - - "Non-Whire, -( L_ I 0_ !� Glazirrgcom;tlies with- AST-WE13100-04. 09, -1 _1 and -16. - : '%E Ir000 I till 102 and lighterl shades (. ) Rigid C eltular PN - E illnetior -1 CDL A, T-ALITY A S SURXN CE F. STATE_'\l TS Extyn,sions, f o r Wi ndow,r a r., d D so r s _'. ex on I -2 - 2`0 21 I < Qf - = - 1�!Iiami-Dade Dq--fartmeat of F-ernasnOf and Econnatir Resources (TLEERE), � 1� stattement let -ter of corticorn.ratice tol FB( 71�1 E&doir (!ij'20j_ Idau- 04�22_L�210_ issistlid bY - ManulAsturer, -,, A 9 it e d atid l led by A tnt b. my L c-rin �\ Idler, ,p � E, ___ TATEMEN I 5 U 1% - IS -6-1 0 EERTIFI(L AL4, T E RJAL ' _ ATIONS L . � - Zzi.- .- I . . . - 2L Statement lenef Or - Lia I jntlerest - 0� it- mefident� 1, i d cut e d, no cu-�� - I I 10 I a ov Mani � . I - = - r I � K - - - TBC -& rdinor, ,202(4� dated 02,lt),I'�-r M li� � , Mellim I 'Le r � � P, -IAL letter of. C01111021YIZ 0=_1 -1 - - . . I 1- - - =3 I. Notice OfAcceitance No, IPMJ305.02) ismed to Kurat-ai� A Wei ka. Inc, for their - � I __ 04 I 8 �'Irt ,tiour: d and sealed b,y �jgbolr�o, T � -, , I _ p i li A, 4 A- 0 W er Z_ �, � - - I - `t7 unaurtzecturev s� - � - ' -V in - I!! � Ie and I, Ale'. b 'AnTharl T N1 a - isi ,� � - _0 , L _ -B GLass Iaterlavkrs--� e%*mg on CLL Titi-Altull Ultrail Clear- and tIOU PN - 3. Pfhlatt 1 ateling Agreement doconte-aa b veen PGT'. dated 03�,33MUIL5 and igned by al- III I d s, 4, a I P 0 � ,-, IL L L � - , - i I I - I=Lpisratt Ilpllbelasg Agretnissetv dlarl-1 ll� _ ex'. n F � - ---- Ine d - - I ,_ - - � � .; �A.� I, _-i Is V 0 � r i Ge � �F� I _11jUSTI__ I . 14111 L- I - 3 -1�� 0 � , I 107 �03til'24 �,, sed --- - iW .ILL V,01" I irlart VL-L _ - p Ind _T - CIL � - Lf.1 by Dean ILL Esial RE - V P. Engmevertng, 01 I ha - - - L m "I - - I I - - � __ is lul Sig I - � .1; IN ol and I .- - . 0 � " I 0- =11 - ' - Noticeirf Accelpt,mice No 17-0803.02 issued oKurarav Ameri". Inc, fbir their A. 14. W - - - - � " "San,:r-Glas"I ccccl r ft_,Ls� I Z__ - . 0 11110 - C - . . - - - =:3 0 (CUar and'Nlbrel Glass InterlavM - inzputag on 07iO4,123, " CI: OT HE P115-1 � .1. i :4, Notice of Accermance No. 18-1166,10 issued ic,I Xr-uuma Eirm inns, Lianited fsr HICIF -C , t 1 1. 1 nDns NO -A re%1%s N70A # I`7-01422101E(l i�?r--v--�_r.-:-.,,�t-t'��-�rT,' 11,1110 updare;� roFBC 101C, (7th Edition-fl, 0 Cl,. 01111RS - �0 C/) C0 ,,Bj_oij_jj CLo_ j _ (Paintad ar Lawkialed) NAltite Rigid P", I rei Exterior Exa-w4uns I � - exlrarm_ 04:1`2 1 !21 1. _ I irk �k - . _T � - IL W"rCGT). en - � p ��O I, recisei & reneNi s NOA41.0 -04Z9,()5:1`YLA = - - --- _N _L :r d4 - -_ 11, ruis, 1� I n co I forl Windows an(I Doors", expirizig on 093014, - 21 � ,RER Test proposAas * Ill I 1 �',5 (Lat le-i 0 1 i I C), , , 2 () appr,ov sif trwl s L� q I - Ch �in.da � P - E. c xpir w- F - _ - = - "! - - - L 'The ctmeTir iiiisociated PLA. C G1 fill 2 1-0105.01, --npiring 04, MI20 - 0 - A, N70sice of Ac-emance Go I S-1 106 - 11 issned to Vision FE-xitsisiams Lunited M� their- � 0 4! l'i l 4 21 I � series '17E 1000 Tan 20-1 and fthter shadws kNspri-Aldre) Rigid Cellular PVC 'r � �, � � "'ll .. . 11 1: r,-r I T ,� i I - r . __ . . - .- - , - " LU I 2i - - Exterior E ntrusions for Wititilows and D" - A-0010irling at= 12"2191-71 i � - __ . LZ I � I - I Z,r Lr �1�0,,�I, j, - � . - - - - < INOA. 1 �,I � ,�_J!�,_ ,_ 1L . I 5 h; L, q I - (Urntq. P.E_ _r_ 1 Asia 1- C h-L rl P1 - :z Ishaq L Clrauda,,, Pll, Pmduct C outrol 1cm b-uplemmir � Product (Loatroll I - uk 'nTial I = Prolduct Control Unit Supervitar No,!14�!O;JD3 NOAL Nel 2140"ZiJil,3014- Y Cr A Na, : 1 - 4 1 �f -;r I) � < I ip ira 6 D it D�i r # -1 p "i I 1 4. ZOO- 6 - Expirationlrille. Apri;1114,zll _j Empiration Datot lApra l4l Approvil Daifp� `4 1,� r e b : ' � : Ll ,'I Apprlll Rt vp.� Xl .*!,.1*.'I a- Approv,al I Err t*, Marrh 1 A, 2 0! I E _; �= -s ' E -4 SHEET NO. I I I I May 27, 2022 1 PA 13 - _T_ 11 I ALAT . Cast -Crete Cast -Crete L�SA, LL 0 — W T�786)3i5-2590 r'(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE. St-131MITTED NOTICE OF ACCEPTANCE: EVIDENCE SIL"IBMITTED i� OF At NOT ICE OF ACCEPTANCE (NOA) (D Q I EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 1 EVIDENCE SUBMITTED UNDER PREVIOU%: APPROVAL # 12-`0209-12 Cast -Crete USA, LIX DRANVINGS DrawittgN"o, FD4612, titled 'Trecasi und Prestresseall L M, et P�rrails". sheet I of 1. L Drim ing, NoFD4612. tilled "Precast an Lintel Details s = .9 LL- Lintel Saje, Load Tables sheets I 1,i Sa t vad T ITITS (1) This NOA is heing, issued under tile applicable i tiles and regulations governing the use of construction materials. Craig Parrino, P.E., datedMarch 24, 2003, lastrevision 41 daleelApril 28. 2003 both J C:) I'lle documentation submitted has been reviewed and accepted by Miami -Dade C, _Rl- Product Control drmvings s�gned and seahal hy Craig Parrino, P. 1, - - CU 4-0 Section to be used in Miami Dade Count�y and other areas where allowed by tile Authority !Aav�u I n This 'NOA shall not be valid after the expiration date stated below. The lvliaairDadc County 11roduct Control Section (in Miami Dade County) an&or the AHJ (in areas other- than Miarni Dade County) reserve the right to have UnfilledModels, toialqf(!-�) apt by AppliedResearch Laboralories, Repon Na 30404A dated 04170,103,signedand t this product or material tested for quality assurance purposes. 11' this product or material fails to perforrn in the sealed by ChristopherA. 11amon. P. E. I accepted manner, the manufacturer will incur the, expense of such testing arid the AHJ may immediately revoke, D 11or?, - I modif y, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is deterniined by Miami -Dade County Product Control Section that this product or material C. CALCT..LATIONS L Calculationsfor Cast -Crete Lintels, daied 0-5/29/03, 20-pages. pret ared h), Crai- Alone. fails to ineCT the requirements of the applicable building code. Parrino, A E., sia-w-i d s e aled h1v Crefig Parrina R -;:�- 21 Calculations for Cast -Crete Littels, dated 9-5/2,'/03, 140 pages. i opared hJ Crefilv N, I F 10 N' S Th is produC t is approved as d e sc r i bed here i u , and ha-s been des i griod to corn ply wit th the High V e I oc ity I I I rrr ic ane Parrino. P. E signedan i sealed 1�1, C I ring Pat-rino, P -E, E. V1,8TERIAL CERTIFICATIONS Zone ofthe Florida Building C.ode. DESCR1PTION: ( Cast -Crete 4", 6** 4.& 12" High Streng0t Precast and Prestressed Concrete Lintel's D. VIATERIAL CERTI FI CATION: None. APPROVAL DOC, UNIENT: Drawing, No, FD4612, title(l "Precast and Prestressed Lintel Deun is"', sheet I of '1 1. Quality,�ystepn 21,kwnual for Cast-Crele Nfachine 41,fade Preciusi Lintel.T re i4sed or, -Vfen- I- F, 01" 11 E R '1002, V:-s a Orporation, dated February 03. 2012, signed and sealed J? ? 4:I�j ' Lintel Safe Load Tables". sheets I through 3 of 3-L prepared by ('.'raig Parrino, P.E., dated March 24, 2003, last 1 Cosi-CreieQuafity.5 by Craig Parrino, 13. E cerf�&ing compliunce wit h i he F4 lorida Building Code, 2010 revision datedJuriEC 12, 24014, all signed and seaiec, by Craig Parrino, P.E..onJanua%rv22.2-019,ali bearingthe Edition. D! st Miatni-Dade County Product Control Revision stamp with the Notice of Acceptanc and the expiration 1 .. -;\11 date by the Miami -Dade County Product Control Section. A. DRAWINGS 4@ EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07, MISSILE IMPACT RATING: Large and Small Missile Impact Resist -ant 1, Drcming No, FD1612, aded "Precast and Presiressed Lintel Details", sheet I of 1+ A. DRAW -INGS LABELING: Each tintel shall bear a pernianent label with tile inanufacturer's narne or logo and tile Miami -Dade County logo. "Cast-Crele 4 ", 6" & 12 " Lintel Sap. lenid Tables", sheets I throu Craig Parrino, P,E dated-41arch 24, 2 003, Iasi revish,)n dated itlarch 11, 200,Y Ip TESTS, RENEWALof this NOA sha 11 he considered afler a rene�val application has becri fifed and there has been LU 110 1, None, I -A r" change in the applicable buil(fing, code negatively aff ding, the perl"birmance ofthis product. U. TESTS TERMINATION ofthis NOA will occur after the expiration date or if there be-, been a revision or change in the materials, use, &-nd/or manufacture of die product or process. Misuse of this NOA as an endorsement of any 1. None. C. CALCULATION& L None. C. CALCULATIONS product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with Rr' any section of this NOA shall be cause for termination and removal of NOA. 1. None. D- QUALITY ASSURANCE -ER4 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1By Miami -De ('.,)until Department of Regulairnry and Economic Resources (REAe- IFICATIONS the expira tion date may be displayed in advertising litcrature. If any portion of the N().A is displayed, then it shall 1. By Miatni-Dade County Building Code Compliance 40-. INSPECTION: A c4opy of this entire NOA shadi be provided to the user by the inanufficturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None, I F m- -1 ff i on" shall be available for inspection at the job site at the request of the Mi i ld in g Official. o This NOA revises NOA# 19-0130.14 arid consistsof this pa I , den s. E-5 as well as approval document mentioned above. Prile"t Control Section Supervisor Prok�et Control Section Supervisor Product Control 2LK"HaADEC0UtM1M Elpirlition Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09,11n-023 L.-.t vii- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SIJBMITTED UNDER PREVIOUS APPROVAL # 18-042404 9. NEW.Ek'IDENCE SUBMITTED A. DRAWING'S A. DRAWINGS B. TESTS B. TESTS C. CALCULATIONS C. CALCULATIONS D. QUALITY ASSURANCE, D. QU2kL1TY)kSS1,TRANCE 1, ftv �1*cztni-,Dade C'avtr�y Department qf Regulaton� and Economic Resources (RER). 1. 1�1,' Depeirtment ol'RegulatorLp and Economic Resources (RER), F. OTHER L Compliance Letter with 1he Florida Building Code. 2017 Edition, issued by Cast- F, OTRER L Compliance Letter with the Florida Building Codc. -1017 E'dition. issued ky- Ca-yt- Crete USA, Inc.. dated 08/08/17, signed & sealed ky Craig Parrino, RE Crete USA Inc., dated 081.08117, signed & sealed by CraigParrino, P. E, OCT 2 8 2022 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130,14 A. DRAWINGS 2. Compliance Letter ivith the Morida Builditigg Code, 2020 Edilion, issited hjCast- Crete USA, Ine-, dated 0617 1/20, signed & sealed by Craii, Parrino, P. E, 1. Drawing Xro, FD4612, fided "Precast and Prestressed Lintel Details ", shet!t Virtual Review Assist. Inc_ U) B. TESTS I None. C. CALCULATIONS L None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS CU F. OTHER UJ Product Control Section Supervisor Product Controt Section Supervisor SHEET NO. May 27, 2022 PA 1, A | r E . 0 __ /1��--. - x - - - - - III - 11LIECOIN TU_Lrr TESTIll A OJORAEGRAINn COMPANY - -- WINNI ,� t nr_1!f,7kTi;T" , - -,,-,,, ,-----" - - 1131�w+tn,_ � I - - - I." I -:11 - __ �r_ �_ PAPORT 90,; ZQ0 729.01 DATT� July 26, 2M PRODUCT CA IEGNOPY- SWUN!" PRODUCT &US-I'ATENBORY: 81000111, Parl PRODUCT NAME. add GAGE GAILVANIZED STEEL STORM FAAEt. . MAWLWAC'TURZ#t; Qlablat �pLokc4omp,"4", "I 4BW S.W. 61 Sliall I kwil Floroildal a I I.P-090,59 OF EVALUATION: The is a Product Evaltartion Repain kmK4 Oy Walter A, Tilittt Jr,, PILL (Symaenn ID # 1906) to the Global P rotectior :Products. LLC, RItile Chapter No, SIG20-3, Method `10 of the Florida Department 0 Business tirld prollassfortal Regulatiom ThaI prOdLolls btrinf; itisulad on Evaluation Report as daw,ritl.aa; heroI aI has fatal vwftd for notapiancle In accordanw all Ill 2M S&vwitth Edition lat the Florida Stulding C4ao It .I and to va* that the Modal fit lot ths, Siterposo �rswl at law aguivalleat w that r6oukvd by the Code 7W% Ph-odoct Evaluateus Roped 9NDI be siubWL.,t to relesw eht:� nintl in cow of A Ruildft COde,c1tarVathaot may affect Its Nalkations and conclitiona; 2, M M-C-UMMUTED: 2 - Ill PRODO C T, CYAL UATI 0 IN BID ICCU ME R T I F&Qj. Drawing Nol 20-176, Stled **20 GAGE GALVANIZED STEEL, STORM PAINNI III sheets 1 thru 26 V 211 prepared by T�ftll Inal - signad and sealed by Wafter A, . Tilk� �:_ P E.; dated 07!28;2W0_ This drawing Is ar, iplogral part of tis . ""W.- "I - Evoluation Report, ov - 7k & - let, ' ; , _ IJZ(/'O,. ` -- , , "�I� 4 � �� % - A;�`� - � % � l, r &%,� , , � � � , N, " I I'll , 4 * t I --lit � I I �� . �r �_ I - ,�� , 11 - - , " !F ` `10 44167 ", , , � p 1 ll I t ,_��ar - * :* , I I S'!�� _�-� .. %�'O", 1I , - 1. "'k- 1 ;" ,c , . � ,�I,IzT�N "'k, A , 11 I N<�P,S, -, I _'D Ell''o lx� 19 �` ,I �",, I " A , 10115 S"VV" 0001 Strew, Wee 30,% WariNlfl, Fill 11 110i - ll`��,xe� f 30,51 ,97 it � 15N) -, ! % It. I I $ 1 22,1ESTRIE-ORIS� � ,_.,!�Ige rn�3.imlse n!Ipvlw��r And f3ffinvilul NwId fin,"-0-ilt,ow pInft'-sell undcrr P�&V4 TAS = 201, 203 as pef secttlon iG-zlj of the Fionfa BuiliainV r-mill Uniform hulft- loatiA - __ - ". asPNr,rTAS=_PNr*lo,coI - Mf-_,,xot1tz_-__eparedby- niic.ane Engineering -4 �_ �_ 71 � - A - - ia-sting, ; ill Flo ports Ir P& 56 19 dated Obiu,741996, 99&570 ()W4,jd Qqf I f�jj 9 %, #96-"r3Ofl,itc�riDE)�2'0119gt3.nt?throj�,�S�.Irtt,dFjr[i�,igo,'It&a�)yl.,lio.Ctio,r!P�4Lr.Ah44:�il�!�� - � ln,�l 0, E � Fenro;trattbon Tell ,kng '-alx,��r:�iil,��i�ll!""�lI ... Inc. NImmillIalle 01 203`2 da fi!� id� � 04t ,I il 110108 j�!Wlld --2i2oda�colii,tV,�,'1998w.'.Iof�ao,��ltivG44b��j�ilD�,,i�r,,,r�d,P,E arttjRaf�Loltf�NOL 1 0219A`1-013� d al Man h A. -2-I slf)nod 8nd svatec! b� E;drnundoL2rTjA&Nl � y � 0 C � E ar%d HNI Hpitern, P E Tjsm4z I r"n No. �Chli,497 oy QC Maiallivirgkail, iril Elaw,dl litl!NIII:�h I �), ',K'�'I)15�, gtgned &tic it"Ield by Frank Grate, P E M SIRUCTURAL FNGUNE�RJN_G_CALCUJ.AT10NS- On 20 Gar __ re Gateant,zold Steel Slonn PhImi I MaKir"M parel lanaln vsk, oovor% vIlhold ItNed, at -4--ek as rVII'MIT-I enct"or wp�;flng vr, OlIll ton W�Ira loa� and panei 1-Wh tilasiabor, T&Voi,NM ano nornpalratIlle aralyms, tint., 1"r af,e,o�,TjancN,,,ujtiN Oction ll,6115 of the Florida buiKng Gootr Calc�?Jauotqs propa-rej ny -i fre-_z �m � "Ned 11101013 are 03PZ15, stgnod *no ,s4ofl by Watter A- Mot jr, P.E_ I MIS-$tLE-IMPAU-R,U�lM�l;m�Ce'f-;'. Lagios' enissIlle, �nrtpiwv wridev s&rMon 'I L"I'VA o1i lhil'� F01tritk 8131MIng Code as per TAS 201 Prutoccl 4� WIND LOADS REStS.-TANCE; al 20 Gage Ga'vankI Ston'Slorm Parad has imen vIl �rp nhr4Wj, io,,ind amsirtil tAw-imueri panof ithl �Otap be ip� rafjt!�ljkw ll"IrI '1111'11I�Iekll�e 'l Cil 1 A�', 11!�r 'to. 19. 25 and 2,6 of 26 at Fru,lucf EvklluiulOn rl0curnent M F 0-1, drawing No, 20-11M Maximum Ane-m-r SpI shall be a-; �Indicatrul on shtr&ts 3� III 10, 11 1, 14, 15, 17, 14� 19, 20 25 al 26 W 2b. af -MI Evalklabol Cocuralm- IRE 0.), drawing No. 20-17C 5-148-TALLATTORN, Irstalintion shall be per'lNimed stficily mactordarv-,eu wl detatt'r _Md-�l on 54hems 3 mru " to tivu 70, '-Z;r, 24 and Z# Ill 2t, at Pfadull Ev"ILOWfl, 101MUnIeZ (P.f:.D.), drawing No. 20-176 Minimurn lopatalion to 9�ass ll be ,,43 Nori��ruid q)rufiol 8, f III,, 16 25 and 26 v,4 26 of Pr<xf,xt!Evalu,)t-n,n Docurnen! (P,E, I)f, drawing Nol, ZQ-116, �,,LjtAI!4rjwj, , , t", vl� k I I r � 'Iwo. ,�, I'lV I I I �:, /" , X. ,�t`. - - - - - ,,� 1�,. 0. *��' , 1�"-r. j�',:,-, IP -, Q , 1,�! - . , IC, ' 1, ir, I. , . I - l ��'��'� , ''I � - - . ,2 - kv ,44'� 67 -. 1-15 , :_:".. - .1 I,,;_ - � I "o, , ,* : * I . A � " _�' $ "I'T 7 '� F � . cc _f - .- , , ,1� I ll --A--"+---f,-_ 6ti;,- "k -4, 6%'OI�-, il,'�',C�l �-,,��,',�F "`t�j` "el, I I I "' I , I 1, , 'g ll��I5'1' � �IIIII,po - -),((,�Itl ,I, " l,�� I ",11% ",,I,l1`.,t,4,0',`, I I I- ___ - - _______ — _____.__ ____ ______________� DEWAN. %%Xzi __ .---------- -.-,- ---,-- - - __ " A INIA, �,!':Illa a UK* lei: 5i iloa!wwiwl:,;M�tU��,:,Uow halull � . 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Ill .W"1* I! i __r __. � r "LM_AMI) FLOOR WMIIAQ I& �. ____ 11" ---r j_ _. 1- "4'�;E;Il� 4II �, l',l I I J,, - - / . 11 MUMN M , 1%, - -- _21.�� .;k" � IRMB--.1- � Z_� - -- - 2-17. 1x__ 7� I .111, � , - !;,7,_,;�,R. - �- - �-_ , __ i_.W_w.,_;�___il _:.-t __ ...-2!L;—. � 11 __ - _ . III . It " .4 � - � - - -r--,--� V,till � 60 0, � � ____!Q�n - - - _ __ � ______ _-, ___ I , . __ , . 11 . - 1. 1. I "t .114I _21 ., - .1 __,"', __ - — 1.2. -Ill"I" I tkU,Vtx-r=r% Am Aijurt �Aq�_IT14 6, MATERIAL.CHARACTERfSTICS AND SPECIFICA.-TJOINS: StI0411 be sVefly kliz,tcoor4ancetrI General Nole5 and CompmmillAs �ndkvtlo an sheet l - j2 and 22 or 21L of PioNauLa", Evaluation Document W E.D ),, drawling No_20-VAI III �rhrt�ications Shall be as ind-wated on sreets 1, 7 -end 2I of , 26. &P-willO Evawalmni Dooumt-ril (P,E Dj, drawing No, 20�!-36. . - 7 � 1, Stlml to $t rctly fn CompparICIa wE liar General M-nas No I � -3 Uyu 14. irlamanal on aheen I 04 M� a9weil ag General Nrl 9 I ,trultr 4 ana 1-t ul Ill 0ole-T-ar; ovi shout ,I1 of 216 oj,rj�lAunl EvlaiktaW, I Dli�"�immtmf �'Pl �M r.),)�, drawing No. 2C-176 - prepared ay"T finco. ItIl and sioned and seitfed by Wakeir A T Nall Jr, IP,E 7.2. Prudml may bet instil"Ied within HIGH VEL0CITY HUPRIC-All ZON�_`_ as qe,9rhx1 an svrtvi l ew 2 of a* F"a au'i'll'i Gal 7 3 Product shall otl t�e �Nji*jajlad Into pull(Itud llxmcililrlw� conticafe l�ilorki arld , - wow al 51INVIckans. Prlpdupt Eve4wation Report prepohro Dy Walfor A. Toilil, jf_ P,E �Fbliba UnNerlse ltiol 44161,�, PiFej;0ijonf. of"I'Altica, VC l%rilds CA-6MINI I ...... IN-_'11100" I� - "], .'II I 1, I �Ill lot��,,�X. .�-.-,,/� ,%., 7e.11 11 ,/ lv .�Il C r Ill % "A I�*'L � l"ll" .I 4`S,C % ' J�� 11 I 1, 19' I', I ` � 61 _ 11 I ��",�,,,4��,��,�,-��"f,",,,��,,�, ,I a , I � 1,I;z 4 4 f V7r - , " , __ - - � *. - * �*E j I - __ : f - .-,-- �;If,_-Il 5"Ary �; 1� -, f � - __ __ ____7_____7,qL�-1 0 ,�- 0, � - 1r.,qlNl - . � j S��`� � � ' 4 te " --.9 ' I I , , 4 _T r tl ,,,� 'I--- `�hlllill,PIL W_. % It_ V`I1_-t111 ,jI -.� T-,--*C0 'I -IINCOW36 -P. E REPORT, ��C- � r rIPAA 1I ICU^ �Itl�,C�', itc 1,4t�_-AnE G04VItkIll L7-L$"jKt'g&NEIIDRM,g�t".�-4',V.e'ol�)-AITZ:�E��Z6(�lI I-- . . . � zjko�� TILLITT, re's-14NO 45, fEINNUINt"Infly)() COMPANY I - - - - vol,.UR " iffrl_7 [.,,�_,�11� "'we... - .�.J,o 'R, 1% - '4 ' O" W' It , I - . " ;� - � - r' _ %Ll[ ALVII _ QR _ Ill",_ ��.� - )I'. I REPORT NO� z 20-40072TI02 DATE: ,klufy'27, 21-12o PRODUCT CNBTCGORY� SNners PRODUCT SUB -CATEGORY. Storm Panal FRIDI NAMIll 24 GAGE GALVANVED STEEL STORM PANEL MANUFAC111IRM Global PilatKtloll PtOducts.. I.LG 4800 &M St Streel Del Flonda = 1 4 1-FURPM5F.-Of , 15VALVATIQN; TIN5 Is a Noducl Eveitration Rexrt, iswell by'Walfler & Tillit., Jr.� P,S, (Systm In 10 0,1 1900) to fine Global Protection ProJact3l, LLC, Rule Chapter No. 6IG20-3. Method 10 of the Florida Department of Business and Professional Ragulati on Thig ;nrrj,n�llltg is hPing jesuall an EvialkiDtian Ror,xyrt as desunialad herein, and ,has bal variflad ,lot compflance in, alr,00rdartlott ril the 202.0; Slavlarith Edition or the I Flolloo Buddino- Col aWd to vohf� ftf jv prQducf is for all pu,poso intundold ft ' iffas-1 equivalent to thatt requilmd by the Codo This Prodocl!Evoillal fftilpari shall be zabftllct lGil fIfflIviewand ravisfoa in rArso of a Kilding Ct-,de ct-isingig, N of oinli alffIxi ds fimitafiir.�irm and rottrdltmns Z"IDENAUE-W 11RUTTOW � 21,, EIRQI INAWATIOINVOWKIINNIT IP,R,Dijl� , Drawing No, 20-175, 11,1ed `24 GAGEGALVAINVED STEEL STORM PANEL% kov�. & I thm 18 of 118 prt-pal-w-I Tilleco- Inx- signed and saalledby Walter A T-litt, Jr , P It_ - divod 071279l This drawing is - inteRiotliTill" 5 ElIanuallian Repil .1 -1 A qjs ", ,��'%�_'_ _-,, LL/,,)� 'I, ,,,N� - - . .� i, " - '� 6l"," '%- � 'N" I "I'j-'N&L" , V � , I,' I Il .... Ill " 1. 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A� _n�t , '_ � - ITINns- - __ - - __ I NNL ORAN -' ' i 1"� � a . - _ sr�., , - � - - - -2 r � - - - -- - L�ssss'] a wate tie -- . � �_ - , s- __ - (v ____ -r � . ri�� - i i �� L In _ _ in Litin 1 �ii� - - �, ,_� -1 - L � i � IIII�m Within the wall aet� I i� , � T-, - -1 I _s1W.-A , 1�, � U� LI If sec � f 1 I - Wil K - i %I, A N W .1-0 � rrxx)r CA N G -_ It i � Fillissill. CM I I 5� _.". "I'll __ --I I I I 11 ' I., ,--0, 4f-la" P� = = 81 - W , � i � I _:"��F It _t5 ll,,t�i i -,,I fr ,._ e �f"_ , Ni __ - � , i I - I , _�Y : I - It - 1z 11"Pi (D -10 I" 'r � � 1, . , -0 -0 - t � ' � , - - - , - , -8t� 1-wJH&_ 1=U il'! - iM i - . UL 'ER , � _�� r � ,�'Jjlo _ a 'd, I F-, � _._11____.___ - Irving to the. -x1,,.,i,,3r % .- __ I, I rl-,-,--_ �_ - Et R '�,. __ __ 1, - - dra � I I , � 'Wl-,4 t H 7 1 " " "" , .- _,,xl I �_ __ �- BI I OWCli Ft Fe Cz " ", � ,_ ,� It t : : Z ii RE83SIT1W ,11".1". __�__Z _L" __ � . ,I . 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' - � �� %7vii- _ I Ct U ill - t � - jor tither I � � - r WIRE LATH R7103�,2��l,'ateil�tT,�:�,�,�,:r�'',�' _ -1 _ in i-��: , _I i f .1 �, I I . � I Ll_,� - � �' UN06H Ulki'l . .. �rl i F � __ �_ __ - �iPie.l 1 . — "I, - � � 4: - - - - - sil - 1- I - __ t�il - - - - -1 T -t�"ItE 0 5- r_- 0 ;,;- linliA wttll�s , - i- - T I - -i -nis- sl!ull v IWIFEY - 7 W s Ill 0. i �� ttil QEt �-_�� Q V 0:ss2-__ m I- : I - - L -, J4 - _ - I- ttslIttn�-_lt Is - �n�%z sill — - _ T OU hl� _. ed isserair - � �, ., Flt�` � - i��jTlrlr - -1 it a-_ - in ;�;ver Stud%� cir sheatninva i r -I,' istsil � 4 -&�,lr .-CIles , I . , il" lssi,ei -v ,,��_,111:l� I api:,fv%( k;�f I !V � � � , ._rT �! � � � _ � � ": will , IttN � ___ . t;fF Itif, -Pi�E �"Dl t!�T� ks;&�ssssss. I . . . . . . - �r Z; � � T t�r - E � - � t C: � " i e t, It I-- - - I r .1 = is, I I I, I � I L_ =--- �� - - . , , C sis , 0 , ullslsll� — - s - - I - � t, �, , - V I " le t-e- o,nls ac'-srr, "eft shall be lao,t Pri nitm lo,,�s than 6 -rip r thel "ELF -ADHERED FLASHIPeIG - __11, I I :: 7� =� =s�� — - - w I , I " �' �;� � �, - i 'L� F11 __ - �1__ [ -11, _s, ' � t�j %�� C, � � ",",_ � t �eSl r " ," I ir) _1_�;i _�__ - I "L"�,, -, ,'It'-- r _ . . , �=Zj _. . Cz (D i tA.- LCO - r T .- - � , a ��i , , it-, � - L _ I _ � I G ,, in � s r.) , ,, .1-1 - S 7__5� � = =!! �:� �7� , ��:�! = 0 S ith the uppe i r, I -1 - I, � I r � - I 1, - = L L" �:!_ ; * e? ,Ct� i L- lssr:�_nTlt �r at- 1;te wai � � li" - � - - F i in .-ItI � ___ - __ - A! I - F � � F. . n � ; 7 - I - . i appful -Tlatt�,J , I liVe b a I'l? e 11 IFT'.8-10L&aCt'Llf eCS ribIt8l atli3rl iU',:Js(UCI_CX �s_ T h le No � 1, 5 a is 13 h I - M 6 > -1i - .,Ii - , �V'41 � '" s I 7i I in! . - _ L_ I �. - 1 0 � - . L�, -, -1 .ill � i 1V ved r ��t - - _elsil F1 f�ln_ - i � - - " "I - I I 'v �, - I I I -0 0 11 � a I , 1 -_ Offli TIE-IN ReISTRUXTIONS ,__1 �,,�, -I_ 11 ff s %� ali T. if! .Is .T � �� . � Ini � - u u- if �1 -ii - Is ! - � -,�,,,t i - � i _ 1 3%-,; l",l ei, 4� [ 7,1�t; I I., 1; it, i2 Llal,-:ler v,�'1.jte6'a1 sfla�q t.L"e oo,,10r,uoLt,_-: lo the top - wal's a-d termiriateid a! r-Itil nist1Qr:t an ' br.O Ila E ITLAD FLAS I � I L, A �1_i - I - � i - I I 1:L felt or other i- - L, L! It - __ I ,"r i —I -enlin as � __ = -_ i -I . - : Lis vp & tom , �1, I J i -_ � I , � __�� <D k- ,.� 1. Cuti folo v ': pi,xilarily securic, wea or � � I I ,�Xf - r L - � ill ___ - -F, - r= - L . - , OT�_jsl �- Itfss-��issst - __ - D , � ii wi_n 1 t� � i� I . __ . ... - . � r- . 5' I s_)Ii -n-72- �- 1 K t! i- it i -, - 11' i - .L a � - � nn n r t � � 1 0 i� t -�n in � n �-�,4 il -T Tf_ tt� stl 1 s ot f 1 h P n . L t - �, t i annEddail it, ei�,_.i T - I .i� - 'll TQ� All iT Ttt iinlllltt� � I 2 CL 9 � . 7 L sit I - - - P �. � d_ � _ 1 rels istrAv ba rrior above heador to allow for I 2 � �.�_ -111, � . . 9 (n 0 : I I � ,,� � E t4- .!5 CL THESE DETAILS ARE GENERIC AND I � � I 1� i , I : , I It I ttashlrng insni, __ T I-- � : I = m I � I P 1 � 'J i i � I �� i [�- �-J I , , Is,i- _6 - a-- (n < i I I MEAHT TO SHOW GENERAL rLfstSt-iING 2� 5cir-a0ftered flastling "W's Pill fta�hrrisssg unaef 11-1, �1-1��J- �, ,- "I . . I tllll�l , �,,,,�, p.,,;,,rj,, __'_sag, l,ic� �ro;na4ed i;,, rekj�,,k!�,ed ri Section P703 - P. o id, � whf�rct appted o,vler wood -based � i . I � - ( 1 1 i i : ... i -1 nl�'Iil � I I .. � 1� - I -I R7031 - 3 Wafl_�I _T -_'�"L�,�'� �i,:, %le" 1"t' � � � � � i " ,�l it lt'�I%e � I :� u,s6lile, t� ,,�,,7 i �, I V � �i "ll, �l ) it t _% lilf fe ;,is 14 �, 2 1 . A - I I . i ( 1 ) i - � 9 E. . i ff 2 44D WATERPROOR NG METHODS TO wesiher revstwe WaNter - sI ) 9 i i L i i - I 9 : - E ,��CAF el"eili_ 8 ll,44 i - i t _L I t� ,ri , I I . I , . -, Ki i �, .�,�, '(",ir_'e1r_.t rA P rslivf 1AI,le(:�_,, ? Al , '.4 W�."qtIs�r_l�,S� - .etk �_-�� rip _ -1- ow svv� � , ,) tv,st,� la s e,, ,Ir,,,,qe,Jl;,�, D paFpq r, Th � - I r_ �'�t"�r�k4 i e�,, ir r� " le �_4 e A i l , \5_:�: --heathing, sfvAi' --,),,., �u r- er, - 3 - � P1 sll;,as _,,,, 4jll lc I yei- _�f G � ,� 4 e 3� Fc�oclweQtiv�rires��suvLebofricrua"ovr�:rncz-a ir !I i . I i , 'T I 11 � 1, . I - � . , + __ __�F � � -_ _ V A Ill , !I . I r i , - i - --- I t !_-T i 4 , �, -�waus piane and ativ flash6no (instaked it,. - . Il,2 ' � -1 I . 1 individuall tayc� t��i-.r�'� 1-i iz- _-� ed ��e�Zei_,le�r�! enUlll sur:h fha� le�,�Lj�,,l�'� ilaver proi.ades a ,s,parate ,:ontir BE lill I thmh rui and seal With writisse (_12" __ - - - . -It, � - - I_J - - � - - I I I - � I - 1 �ill - .- - 5?3� � �, I CA— lill , �_ � - __ ___ , , , - � - - � - - -, 'r kr' t'2 �-I' � in �i'Aisn "'t - 0 - be itnis, - nt-s , 5 1 1 i � ii tf� ti� ...... �, "., , - ... te" ynls,L�,t-t,�-.- Lnr sis lf�e� 11 1 s"I z L�f � t [�� T_- �L ._�. s� is __ ac dance w�� -, � - ��Tz' R-70' It �-Oeml �s h . - - __.. � I _C:L1 I71 U I- � �7__ s __ ______ - __ ___s__ __ - ____.__ - -, -___..i. _,_,____ ----.-- - ," _- � �� - ,r F ' �� - �. :Z2 it �,, 3 Y i SELF -ADHERED FLASHING Sca�e: N TS SELF-A,DHERFD FLASHING I S E LF -tik 01 1i E R E '_), F LA S H I till , ,�i 11 - _.�;, . - ; _._r n 1�4_ -_ - I - ��- ne� a �t,nst�=! _ t�aFt-_r ti a' � It ts:ILpt nd -I, ri eilv�%od-oased �nI�r_,40,�wig 1 h a s a ,vii - , , , s ce ` , ,_ ,,i-,;_s ��F�,�r` �it :CT�, Us � � i�� 1= it o � I - I Excepi � ,� �,: , ater ret'irit'an FLANGED WIND0,111-v i � - E. i T, _. L) I wpol I W f"""i 2 C,Etsl F WPO3 _ FLASHING INSTALLATION AFTER tAISATHER RESISTWE DARMER EXTERIOR DOOR WITI-I DECK - SEIC TI10N A Lr---j U INISH SILLIPOTSHELFse CHIIANELY SHIOULDER - 1= C1 _'�� i - '- _� 4,-, - I - - � . , _�f f- in'- L, ,�� "' I' L_ l, .,� , , , I I� I equal V�. � fl i I I— 7 �,��L� I -_,)�:� 6 0- rn � , - ,jilziliilr, �) " � �.; s " l, - le - , " ,,I f,-r I- � "I paper and "Hir);MP �i!H� I T-lirn thli�, "; t t t c C_�-) by an Intef"Jef'sist'i"J, - . , - . -..-.---.-- ....--.----.. - _____ � . � � I I ,I Et__ il� _Tp� __ h, 9 � ; - I 1� t ___I n---t � r. � � � )�� - - � - r L , -res-ir --if-, � sd, drair�iage sp e � Z, ,rn - � L 1 r o T ss I,--, n: ee al substar i�' � �s , � U� , � . " i __ PALCHA3441CALLY �ASTEPIJ:�F RUBBERIZED ASPHALT - - _r - i - I � III : Vill CiiznCA�niA:n 'i I __ --Cr e- ... (:v,JSaF_PU$2_CC) IL -, t ��_ U f7 `4 " __fvl . � t tjt� � il�j sit, - � it"_�L'rer I A trif n � L � - - - , -N f _J* - T AcHtn� 1� __ _ N� � - � .- . 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F r Ali 2 : I ��_ �L, _ ,�,, �,�, - � 1, 0 ..= U) 11 tit , I I - A* 0% ---� i , Je / � _30 "'10 , 01,1 1' I 1i � F',�:��:F."-!�;1[�';'I't%t4'T"RAR�-,�",--'i�I — - - - � il � I , �v,,,,,I` le . IL - "I i _. s,%-%--- �-- I ft-i Rfqflotl ONO- I 1 i I i " - I � __ . I�3 i - I � � 50 Lt si- = 11-14 ne . , - 'Viii �:,- 'pt d - - � _ N . I � 1. __ I., ^ . , - 2 . - - � � f "� - - __ � � � 1i 1.) I I 1111, , , I -st i . Oft r r uwiatG (si,l i,erl �� I At),_,�oel i - - . � !_ 1 1-1 - - I J 'I/ N/ 'l,", __ __ __ - rr I �.� - 1, � � �, � - i ,r . � sssns.� illed J101s WuTr WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DU ROCK —____._. i > - I 'll,", / . Iii - - . _ �_ i _ . � ------- cc H J Aii je if �'nFS,;C)R ly __ - __ l'.____..,, 1[ , h �, , T, . . . - , , il�Ea; , ,r,. - PER THE FBC RESIDENTIAL 7TH EDITION (20,20) - .i ,_ I I I - ____ - < - 11 ""�, I e l, I , - I - - . __ __ _ ____ Sult ,hissississississississ, � I , ,oi-i E�.? itjss� __ li 10I _. Deaterl: LASS - --- z5z - . � 's,- - � �S'111, 1 el"I �1 � ;5I.F - �� __ IM ___, — ii - tv I 0 � "i , , U _G _,______, . � - tvlar'ljfrt(r��_ �_ I _,i.�,,�;- - I i le, I,". ___- I � T .1� __ __1 - — I � L - ,110 1� i � 1, i , -. I 'I - V M . K I I CL 1,�'.., , J __ - � �,. " _,,,,____ a, I�,, it - - - t ,� ,� __ .0 - 1'4" PER PLAN _. I L *!�; i -1 - ) , � r - L ,_� - � '0; 10 r / � [�elsl flff� Y`Il �[L(� - __1 - - � - # > : I "'L - - Detail Instructions j a I / r.. I � . I r 1`,,� ,��, I �:� - I - �', , � %W* ___N : 1 41t, T jt� t � - e 'TL I __ - _ ,I,;i� , I I-T I& .� � - �, :,� � 1j: i I I � I � v-0n PER PLAN � - _ , _t � -I. . I , I I - ,,."r,,,,,,,,,,!,,,,,t�,,.,,,,,,, - Y 1 ti� 11 , -1 � � �Iv - - � � I I 4 � i _ � - ,� I ', I I - i Ir - � � - - . Refer to the number marked als #1 in each det,ail that corresponds to the Is* ... 7 - � \ 'I ntenisent tla� l,i��t i,r- I � Ill _� 11 ill " I � - __ - - - . � -_ - -_ : 'I - - 1-1 - �,, Def'�( _r .1i M . I `� I / _ =oL "� e� Ft - E �,� 11 sein i � 'i _lsv, �% t 2 r I I t' . _1� � ; - Vil,Cls:, re")l 01P, OF, .1 I ___�, � 1; �. 11 I ` I � f 1� L AN" i n aCredjiLl�ll ` �,�"l I - - I � - -1 1 � ,r I r 9 ,I I L , �, � t�,F � - r 5 ; -I-- rr. ] in uction:sDelow � I � i % I - 1 . � 'T�� el i , Q_ numbered iterns in the list of sit I i - It I 3t 1i AN MH :� I I . � P I - I s_ L t L", '. - , i : . a \ I - = R 5 � � � , , " �-, �, E " I E - . i i - . . F 1 � � � I I � 'i 'I - . W � - = i i ; i � . --- _ _. It �_ 41 z N Hill 17 - with ASTL' , __/ F , r ----� _�z KUls (Issinitt I E I �` ,I �, / - E � , I � r i � fzz e-�-, _____ L ___r �, = i E . F N I - � - � r � : v I t . - '. � ? P_ C................, I I -- E � �:: � � � '. -_ --- -_ %� SLOPE i \k 01i W100112 .tn�_! � � ;� I i , N �4 - . IL fum -I M__ — I I 1 i <� 1 -4 alivil-Ir4ill GE L : � � � j : , j 1J -,� . , nj 1+ , � - t - .1ii-I � I I� --- 0 tttni � :1 I , 1�_i!zi . . -1 � �. -00 Flervel 1 � Install self -adhered flashinigin order as shown by nuirribers, I I set : — U . - � ,� iI[ - --- - - - � 1 - r. glrlqa-�sesstt� ,r tP,i - ------- - . L unzisi 1" I �1 . � _,' '_�, _-� _TT �+ 11, I - - �1 K - I ___ .� � � I- - - - . �l I : ! ,� - I . . 1. -- ' '' � � \ L I .r I i . r-. I � - � sill �'%�,sn, - __ .1 .11 —1 � - - :1 : L � !:. I � �� - � �' N", � z - - � I t � e mitt I 11 " - -1 - - k,,r- L" q �! ,� : - � - ,� 'e, , I i , __ R I 1 :1 ; ,�,, , Z,, __� �� r-", _f�T_ . � � � L �', 1%, . r". - I - It -is - = %= \ � . � � - - - 8" CMU .-'..___I.'_'_ _ " T.___ I - r floor L i < 2 � - - - . I i " �' �� - �I, _' _� "t e, 1, � &i ; ! ,,r,7� I � .�d , ic� --o it - in - - resistive lbarr ii to torm ate I __ 7__ !� ` � �`�, I I 1��_- � �'t � , lit iNA iliegand weather .. __J I I v w, .r shedding �� I I� 11\1 � � � ), , -,� t i E z Install fil. - L _L _11 ."11"i - - 'L " 1�, " %;� — — I_ — - ' � �!, � �ji'11'11 - - Al Ril __1 t, � - __ : - , T � j.l � i - _s ,%)k cjf_f if, � ... 4 F I L ;,,�` I - . I r - - I - � r, - -_ - ed eA 4A - — — - I i I - � -ki etjl ae 6 c 5 I - �41 , = _ : is - T a � �_ , - -, _ I :�_� - laps 4:i"OR 3" CMU I � - � -�:. , A , '-��',�, ' " 0 i 111- --,-. , = - ___ � , - - . L� i � ,,� M /� � Q '�' L - _____� , J, i . , - . I I . I - � I �L.'_ ��_ � !, _, . � , I � iv�.� l � � , lie - , � " T-, 11 ,_`v s I J 1i Is s, I,�l � � I- I- , ___ , T, , l I ,,,�, - A 0 _ I 1�4e�,,," --v,r,ii - ,q,is:- 'I'll' -, ,-',, mi tO "e'lle � . �_ 7 - i i z z T I --- I - I - __ � r fIl Z��i 1� � . - - - IlOM:0 _. i �_ - - __ . - - , tr �� - I - , - - lise, __ __ - - 1 1 1 � i _�� _110e`.21_st�t�titi?os�_ --i inn, :1+ Is CC; ,uslr`x's (PIER SW DEP`!l E E i,lt_,1 N"e"i's""e", � ,it L , � s� -adhered flashing cart b�e Sul titutedfor building paper � - s" tl�/ el,/ � --u-Rd URAL FRUAhl � � . ,w,L,,� - ii, _,, , 3l, Self bs I 11 � ____dr�' --A., - I - d tt I . I ...' 'i i I r e'/'e,,,, \/,%.,es",,,,so I i �1' i _ _._Z, , .117t . t - _-, .1 __ , .� __sIL � I "I - . . =3 ...- Q — I __ - - - - __ L � E � , Tris' r -1 - " u,� ! U ? I I[ ___ - r L A -1 � 1, = �! _,�,�� ,�",,C'l jp - _ - i il - - - F-4 I � " Z0 'i 1 � T = � � I t � �_�i,, " !F �i� � I , -11 � � F '4 1 , - � i -- it - 4, Split the release paper using the ripcord (Split re�ease on diernaind,, .1- _. ,� C — : I 4 - 15 :5 1 1 � _ ___ - � � H , � ii�� Arc - ilissiWill - - - � - . � I I � 0 _0 T FILL WITH GROUT - ._1 I . if - n 0. � ,4e� � - - - ____ it t E� - _� __ - ssVe�tzWtiJnnR%sn "' _� � - __ - Ill I � _P __ __. � - � � el '1� . K ��Flsi - ! e __ IF t, 11 -W-II.1 "'Ot- �5 i � - - , "k�,,_ ...-.to , , --. - i I i l 1 X,e �I � . . �� t - , " �� - , : - '' � �_- ___ i adhesive layer) - for easie of installation and to _ �4. 4 -'--_i-- , — � x I — "`�!v T � ", " � � 7 71 r f � �� - .10 embedd Mr in theL , - ' I Is _ cc E iL�� i i IS 41 - ,sz ?i RES - 0`- - rr. 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