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HomeMy WebLinkAbout6194 Back Forty LpABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW -EACH WAY FG - FIXED GLASS FD FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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 E = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE 0 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF to STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 --ELEV NUMBER 4 Al5 2 SHEET NUMBER E- :ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1, DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX INDEX OF DRAWINGS SHT NO CS Al A2 A3 A4 A4.1 A5 A6 A6.1 SNO SN1 S3M S4 S5 S6 SS ST S1l S12 PA1.0 PA1.1 PA1,2 PA1, 3 PA1.4 PA1.5 SH 1.0 SH 1.1 SH 1.2 SH 1.3 SH 1.4 SH 1.5 WP1.0 WP2.0 WP2.1 TITLE COVER SHEET FOUNDATION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN ROOF PLAN 2ND FLOOR FRAMING & ROOF PLAN EXTERIOR ELEVATIONS 1ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN STRUCTURALNOTES STRUCTURALNOTES FOUNDATION DETAILS FRAME WALL DETAILS ROOF FRAMING DETAILS WALL SECTION DETAILS RETRO FIT DETAILS STAIR DETAILS PRECAST DETAILS PRECAST DETAILS PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS WATERPROOFING DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS MAY 0 2 2023 Yview assist, Inc. Plans Review completed and approved 1rur compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ., CO e� o 14 - M e CD CD 00 A f f r m 0 w,. 0 w 0 z ^N` O LO i` ) a; fn V D O m u o Q -O - m A� E L s `� Y/ 0: 2 o +' =8 o t 0 •N LU Q-N ,c2 o E� •� a m k uj N'W �W w W W 0 0 �-a �¢�zx ¢C)X J(f)X < U Q 022000 _JO J 0<ZiZtL-Z���HIQ oC/)XXO tRoomzz U w Lu w = O Z u� <�< Z<FnZwZO OOCL LL Ow �r �Yz¢¢ O X ¢ Z W¢ o �¢L.L VM O O Z W O� U) ti z � M O Q 0) _j Lo U) LL � ti < Lu < Lq z f- Z U z� W J o O i LO I N O N p; GNS: �& O NO N r- O N N O N M O N O O O a r O r r N O O N O N O i z 1 O N� W W o d o 0 0 0 mod. > M-,I- Lo 0; 1 Cr CO U) Z <z W Woo U 0)Q �ZV5 or� O Z Lu� ¢ N �� w . N - � Zoo 2�2 C� �- O goo W o zd> LL az z � �z �< 0 UO 2`Z co z z w J '^ L.Li V / Q 7" LAST PLOT DATE z 0 J COVER SHEET 301-0' OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" T-0" T-10" T-6 T-5" 4'-3" 4'-0" 4'-0" 00 A 12 = U_ S3 4'-8" a o r ELEV (-) 1)"T C HB 1 T _co r I Q Q0 Q 6 Q El 13 13 1 l Q I 6 9'-8 1 /2""\`Ell o C.0 L I REF �_- - CO w I t__j - r 4 z in (j r r - - - - 13'-10" 16'-2" C.J. C.J. Q OB 1 I li I C 5 i® B 1 r iC Q [3 1 ELEC/PLUMB I GG CONTROL JOINT i— ��\ S3 — — — — — — 1 \ T-3 3/8" I FOOTING 1 \ 0-- � 7-L— ft AAW z 1 (4) STUD 51 COLUMN W/ (S) C Q I �U J 1 HTT4 AT BASE D Q 2'-4 7/8" r O Of SINK Z I � Z I I 7 ~p O rn K v W T-3 3/8" 13 I V i i0 OL S3 GG ELEC 0 -___---� S3 L 1'-9 1/2" Q 0 J WH [3 / --- ---1-=- ---- ------------- ---- ---- --- - --------------- ----- 10 111 S3 I CC ELEV 13 I13 ~bo I I _ I _ E z1 E: -- - z ' --- I 01 cv o 6 I I M p I I r r O M z 2'-4 7/8" U J1 I 13� LAV I I I I of I_ I L)1 B 13 I U I C° 1 1 CONTROL JOINT 00 I � D —o------- " ------�— I M II 1 SEE DETAIL D/S3 N 6 4'-1 7/8" - FOR FRAME WALL 1 FOOTING 00 B� TO CMU ` -LO CONNECTIONS 1 9 co - 6 13 13 13 p 1 r I (j 00 0 3'-0" 1'-7" 4'-1 " 4" I A--C,I) Q QQQ 1313 C J �� �� -- C o — S3 1'-4" 1'-4" 16'-0" 1'-4" 8'-8" 20'-0" 30'-0" ' OVERALL OLO rUNDATION PLAN ELEVATION A' 1/4 -1-0 PM 0 I o - I co °p zo 0 d- 0 _ o N. 0 � o N M FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9 1/2" WIDE RECESS Q NOT USED 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN REF 70 WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16 x 12 DP (2) #5s CONT. :j MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 .`co t. [p'� co v a ' O 00 LO r - 2. Z W _ O 0 w z N i C �, > o,N F Q� i o-� MMN ai V) � N Din U M A� 0 i W0 o ❑ .� o 0 o 0 Q U a� Q • N wIt lJ i� `�2 .D � ° 4 W LLI W w ❑W H W J W C O r¢ z� LU O= Q Q Q L 0 L 0 Q J p 0�0�0 o0 0Q o00co w w- w ❑ �� Cy O Z cn a c 5 W W cn Q Q<< WQOZWZO���a x 5 LL pw �I-f- �Y❑QQ o Q O� oQz� U_a O �—Qw O O Z CN 0 co U) O ��cMf` Q LO � LL ti W f cM 00 — zvla Z W C:)J O d0' I I I O O r 0 N 0 M 0 NN 0 N 0 N N N N O - O N O O 00 C)r O r r O N O N O i Z O wo d. O O O O ; Li > N M IT In CO i CO v, Zz w O -—1 W z o z z O Woo �z5 O O�0 Q Z a—< WLU r� = g- mw 0 ZO= W . ILO 0 zW0 �0 Ugz" .. z aZ z F� pow z Z z LLJ WV � '^ / O LAST PLOT DATE N • March 31, 2023 z O MONOLITHIC 'J FOUNDATION PLAN A 30'-0" OVERALL 10'-6" T-3" 12'-3" 41 13'-0 1/2" 6'-0" 1 U-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1 /2" o ' HB LO SH 25 LO o p/ `Y' LO tti Wr) OT W_R" ti M ti (4) 16" o 0 DP SH REF M N PANTRY �- 17'-9 1 /4" 6'-6" '-1 3/8" 2'-4 1 /8" c co o LO 00 FLR FIN LINE 8'-11 1 /8" GREAT ROOM 13'-9" X 17'-10" __ � ---- 8'-8" CLG KITCHEN 2x6 KNEE 8'-8" CLG WALL TOP -- @ 34 1/2" OD O I! C N .= W OO q o r SINK W/ I; I. C °' Cl)Z _ f:✓ N DISPOSER I; ;; T N y n I'll IS _ ,\ (2) 2X6 o Q/S4 1O FLR FIN HEADER LINE T-4 1/2" 6'-3 7/8" "' 12'-2 7/8" 6-9 1 /2" Wr 00 CD (4) STUD COLUMN N u- a DINING BEARING 11'-11" X 6'-6" WALL (TYP) io 2x6 8'-8" CLG i0 WALL UTILITY RM can 8'-8" CLG Co . O c00 m CV N N 8D-8' CLG '- (2) 2X6 Q/S4 SHRATED INSULATED 20 MIN FIRE WALL WALL DOOR W/ 0 WEATHER STRIP 4„ CAI co TP U rn INSULATED PROTECTIVE G BEARING BOLLARD S3 WALL BEARING -- WALL (TYP 10 9 CC 00 s3 TWO CAR GARAGE S 8'-8" CLG m 7 36" H - N - N 6 LOW r WALL 5 FLR FIN 0 C" ' 0 `14 4 LINE 3 I I LINE OF GARAGE 2 q FOYER _______________ I Pos rioN 36" P M 5'-11 " X T-T' CONT 8 8 CLG HA DRAIL I SEE DETAIL D/S3 FOR _ FRAME WALL TO CMU CONNECTIONS SH 1/2 34 HD AT 6'-8" o Co TEMPERED '0 1/2' M 2 I4," I I 1' A3 4'-7" 4'-1 " ENTRY 16070 8'-8 CLG L------------- LINE ----- OF FLOOR ABVi-0" 8;;8" 1'-4" 1'-4" 16 1'-4" 10 -0 20'-0" 30'-0" " OVERALL FIRST FLOOR PLAN (ELEVATION A 1 /4" = 1 '-0" 7 5/8" 7 5/8" 7 5/8" z w zX =m J ot H.B i" �bo m00 w� TIE BM GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME, VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAY 0 2 2023 VV\ Virtual Review Assist, Inc. Plans Review completed and appi for compliance with the 2020 FBC 7ti 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 � M o .0 T- CO z co LO coo LO 0 a i3 t 5 ,'Qk� d w EDA O tr 0 z t� N W a. '0 q U M'c v �� N 2 c'7 NI E�� I s ` 0 O o O Qo Q N 7� Co E,M V o ° D i ❑Ld w wow �o� aa¢�zCD 0 0J Q � �U) =0Zo=oomllaL 0 U) 0 0 Z '0a jU5wwLv�L�¢0 � ¢Lu OwO2E-7Z2Y❑QQ❑a O� o Z) o¢QOf LL o w O Z N 0 0 � M O Q CO L0 J w L.L r- W Lq C<C M Z U W J O O I I O NO O N O N N N N M N N N N N N N O cN- O N O "t O 00O O r � C) O N O N O i ' Z O NW o 0 0 0 0 0 l r/Cr ZI— az w O --+ �--+ f W z 0 O W o Z; —0 00Wra ow- Z F- 1 Q N F-�W fV Zoo . . W <�D 0 zoo O Q v t gZ (LL z aZ z F� pU _o W z a z W LLJ Lo 0 LAST PLOT DATE N . March 31, 2023 z 4-0 O _I 1 ST FLOOR PLAN A TOP 0T 18' 00 'OQ 00 L? N 4" M N Cn 0 4" 8 3/8" 2'-10" f�Ir LINE OF ROOF BELOW- 10'-6 1/2" SH 25 HD AT T-3" SH 25 EGRESS HD AT T- " N - 164' OWNERS SUITE 15'-4" X 14'-0" - 8'-0" CLG �n C T-3 3/4" N M LOFT 13'-4" X 10'-8" 8'-0" CLG IT 13'-4 1/2" CO T-13/4" T-15/8" T-5" o oTi N r2668 TH #2 `. 0" CLG r2668 SQUARE FOOTAGE: WALL LEGEND: GENERAL NOTES: AREA PROPOSED 2X4 INSULATED EXTERIOR STUD W/ 1/2" ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL GYP ON INTERIOR SIDE UNO FIN AWAY FROM WINDOW FRAME. FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 NON -BEARING 2X4 STUD W/ 1/2' GYP. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES TOTAL LIVING SQ FT 2217 UNO WITH THE MANUFACTURER'S SPECIFICATIONS. ENTRY 54 BEARING WALL 2X4 16" O.C. W/ 1/2" INSTALL RND DRYWALL BEADS AT HORIZ & VERT GARAGE 401 GYP. UNO CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS TOTAL SQ FT 2672 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR NOTED. ALLOWABLE WIND SPEED DESIGN PRESSURE RESISTANT COMPONENTS. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, STAIR DATA SMOOTH FINISH. Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) STAIR MARK RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER and ASCE 7-10 Methods CODE. A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" WALL THE GARAGE IS TO BE SEPARATED FROM ADJACENT TRIBUTARY LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AREA (ft)2 AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" INSULATION REQ. INTERIOR END THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) 10 39.4 -42.1 39.4 -51.8 . APPLIED TO THE GARAGE SIDE. 20 37.6 -40.5 37.6 -48.6 TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK 50 35.2 -37.3 35.2 -43.7 TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. EXT FRAME 2X4 R-11/R-13 KRAFT FACED ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. EXT FRAME 2X6 R-19 KRAFT FACED 100 33.4 -35.6 33.4 -40.5 ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CONDITIONED CEILING R-30 BLOWN -IN CORNER SHELF = 56" A.F.F. GARAGED 30.0 -33.9 30.0 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. GARAGE SEPARATION R-11/R-13 KRAFT FACED 30'-0" (GARAGE / LIVING) PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR /ERALL T.B. AND T.P. 16-7 1/2" _ (L j M � 0 R&S SHV T-2" TP AHU 1'-11 1/2" T-8" 0? I WIC 8'-0" CLG 5'-3 1/2" iN 5'-0 1/2" rTWB NERS BATH 266 8'-0" CLG I N I ao I � I — J R&S SHW HD & VALVE 60" x 36" SHOWER PAN BEDROOM #5 10'-0" X 10'-1" %RETURN 8'-0" CLG / AIR BELOW 5'-2 1/2" 1� 5'-1 1/2" 4' i (2) 2068 BF R & S —J --- R&S -- � (2) 2068 BF 22"X36" 2668 ATTIC ACCESS BEDROOM #4 10'-1" X 10'-7" 8'-0" CLG BEDROOM #3 11'-4" X 9'-8" 8'-0" CLG Q N 00 O O N 11'-7 7/8" M 2'-3 1/2" 1'4 1/2" 10'-4" d' BEDROOM #2 SH 25 I u_ 11'-5" X 10'4' . D AT T-3 " I 00 8'-0" CLG EGRESS 00 CD o N N — — — J (2) 2X6 HEADER `r R & S SEE M/S6 - TYP. 2ND _ FLOOR WINDOWS T-2 1/2" 10'-0" SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS T-9 1/2" _ _ T-2" _ T-2" 5'-8" 30'-0" JERALL SECOND FLOOR PLAN (ELEVATION A' 1 /4" = 1'-0" 14'-4" 4" MU) LO N i�_ U) U)Qo ow v 0 N J J O STAIR SECTION 1/2 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10,, ,r1" NOSING rn (3) 2x12 STRINGER---' STAIR DETAIL RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 4 A3 1 I I I I I I oe 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. co N N Cl) LO 0 LO N� LL Q z w 0 0 W z Q V) N LQ;F W\ L. � o v M co} N DmM � uN aM � • E_ om u oOo 0 OQ —.WCw .N Udo y< U W QN o �7 a LLj co LLJ 0 H- W �� O ¢< z= Y O z w (D W X:5 J�()�O�LLo0LL J0 0 HF- 0�zwo owo�n°zj�3 0O Z Q�¢�wQ°zwzo °oa LL p w 2 � Y❑ Q75; Q Q O� o Z)o¢X LLQ o �QU_ ilk O O Z W O� ti 0 i� o Q M � U) IL ti QW<Lq l— O�CLM CL Z V W J O O d- L O No N r` O 0 Q'. N O 0 N N r- 0 N o N 0 N M 0 N �l 00 O N C) O N N ' ® 0 �-�' �- O O O i O b. CNU W o c, o 0 0 0 ; LO 'It > c- N M "f' LA Cfl i Q z O -1 '+'j W z w z z O U o W00 U � V5 LO -0 I.. 0 C z j oro �. Q l0 Z 1— a-0- L¢ LU mHw ('V CD l'-F-O (V zo= co SEE FOUNDATION PLAN FOR FILLED CELL w z O SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(1) STRAP EACH SIDE) CENT D W/ (13) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W 0 z >_ O Z U u_ �zW z z < �� Virtual Review Ass t. O U Q Plans Review completed and ap ed fur M—M cpliance NOTE: with the 2020 FB h Edition by Debra Anne Mahr PX2300 W Q 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT z A3 z z 20'-0" AT 140C w WIND PRESSURE. IF CONDITIONS J ARE EXCEEDED, CONTACT E.O.R. W L o r LAST PLOT DATE N • . March 31, 2023 41 WALL SPLICE DETAIL Z O N.T.S. ® _J 2ND FLOOR PLAN A NTS 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 12ND FLOOR ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 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 11150 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 TH SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ, FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT MAY 0 2 2023 \/\DA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FDC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEVATION A 1 /411 = 1 1-0 1 1 M N O N co co Ln A, s 0 fit,— E W W N CN L �' U 4— Cn V ccqo OCO U a � po o o TS1 .� p u. o Q .Ns w�`° U Q'N ^` W L 0o �� ow � w w200 W F-Q Ir x zo Z CD W Q O Q X¢ L_ U O 0'_ O Q Q V <00¢z=�Oz2OpHQQ �- �- OcnXxozox0omzz 0 w w w— w o: (nU' Z ¢mow°gyMZgwo°XQ LL 0000 0 oQz LLQ o QLL O O z N 0 L ti 0 � M O Q u) M � �LL ti I-0�o-M n 2r Z 0 Z W O J O CO LO O N U-) L 00 to 0 O LO >_0 ry Y OU 0 �- m z LLI L, zJ N O cV O N ti O 00 O z 0 U) > �IN'IMIII�I�I O O O O O cli N r O O O N N 0 Z zZ aW Z W Qoo U VUFn �_— =) z > oWo 00 ZLIJ a�a ~ W = mLI '-W zoo o� <~_ O go�q U WW az �z F- LAST PLOT DATE ROOF PLAN A z z W 0 N c c C SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411= 1'-011 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED CJ1 o CJ3 0 (V 0 d- CJ5 CJ5A O CJ3A 1 00 d CJ1A 0WIN O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 22"X36" ATTIC ACCESS O STAIRS AREA co LO M fM r U U U U U U E 7 F� A7G U-1020# U-1020# ---_ A6 A4 A3 �y 2 Q 3 A2 A3 A4 A5 U-1328# A8G 131 P `L J y _ U e B2 e B3 P 17" y EJ7 - B4G C1G LO U CJ3 J3B � U U e W CJ1 s" 1 M U U Cl) C U U 10'-0" 5'-8" 14'-4" 30'-0" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A 1 /411 = 1'-0" REFER TO ENG. PACK FOR CONNECTION CJ3 O Ln CJ1 CO3 U U 1'-0 5/16" ( Z-On I V-0 5/1 1 � CJ1 CJ3 0 ti CJ5 0 N v T CJ3 - 0 E0 CA times REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 CJ1 co U 6" U �. 2'-0" 2'-0" �. TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING LABELING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. — COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES nC_F_L- 'IZ FIELD VERIFY 12 PLUMB CUT — 2X4 FIELD VERIFY TRUSS HELD BACK 3/4" PLYWOOD r-- 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A. F.F. LABELED END MARK HANGER C HART a = HTU 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 426 (SIMPSON) Total Truss Quantity = 134 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' pan 30' Span or less S Spreader Bar \ 60 degrees Y or less 2/3 to 1 /2 _ I Ta line span approx. Ta line r span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAI BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7 —16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord liA load. FLOOR LOADING SCHEDULE TCLL = 40 PSI TCDL = 10 PSI BCDL = 5 PSI TOTAL = 55 PSI Fl- ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY LOAD DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 MOVED FG2 BACK & EXTENDED FITS ARZ 08/24/20 RD01 REV. ENTRY JRH 10/30/2020 RE01 NEW CODE LCA MAW 1-14-21 CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE1 ( 800) 959-8806 FAk (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT BLOCK: DESIGNER PAGE RFS DATE 1 8 1918 LAN# SCALE N329220R 1 4 "=1' CO ^Y AI o N co + f 1 co +® @@ �(/�1ys opp - SIJ R^us Ln 0 00 LO O+ • 2 O W 0 z Q U1 W W LX) N % q U cy)c) :D M y� to `% � O m U � t M o � o V_! i i� •Ln f' LL.I QN C W L E00 . � Lm LLJ LLj LLI w Ld W J W 2 0 �Dg_j00 Q cnLL00 0 =�Siro_Z-0 00 zz�L) U2Z wfn=�Q=}J JO O Z (nwLL W Q�< WQcZWzO��pd LL O W �_ M W Z Q Q Q OQ O O= OQQ� LL LL a� O O Z W U) CM O Q V) CY) Lq LL NT I--Wa_M Z U Wz W J0 CD s• AY ' O Z 2 23 , irtu I Re iew . ssl t, Inc. Ptans flevie co ple ed nd a pro ed for compti nce wit,the 202 FBC 7th diti n b DebraiA n to r PX2 00 L O O O — (V CO N N O N O O c o O �. � r o C3 0 N o I I Z O ILL!o CD o 0 0 o CV M 11 4 6 6 i 000 ¢z W O -IM•-I 4-1 W z Oz z 0 Woo pz5 O °I-0 Q Z d-�aa �-o F- reWa m � W N Zoo C0 2 O ZWO >_ O z U gLU Z� az � pU _0 W z Q. Z' � J W 'Y^ , ~ N O LAST PLOT DATE . March 31, 2023 Z O 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT N01 E: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL . fc L•�1�i 9 NOT USED ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL oRO,OF O/H DETAIL A _1 1-ni, r_6" PAINTED RAISED m 2" �11 aGARAGE DOOR TRIM DETAIL SHINGLE ROOF 6 12 12 A5 5 ELEV AT 18'-0" _ SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD CASING BEAD 7 A5 W/ WEEPS OVER FLASHING ELEV AT 10'-0" _ ;12 4 SECOND FLOOR FF _ ELEV AT 8'-8" FIRST FLOOR CEILING 6" PAINlill TED RAISED TRIM BAND 6" PAINTED RAISED `t TRIM BAND ELEV AT 0'-0" FIRST FLOOR FF FRONT ELEVATION A 3/16" = 1'-O" ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" _ FIRST FLOOR FF REAR ELEVATION A 3/16" = 1'-O" A5 A5 11_011 O.H. 7 A5 ti 7/8 STUCCO OVER FRAME ■■■■■■■■ PAINTED RAISED TRIM BAND 7 WINDOW TRIM DETAIL 3/4 — ' !_III /11 All l�II I1. 1 L_V IV1._V TRIM BAND WINDOW DETAIL 11 pia - ELEV AT 18'-0" _ SECOND FLOOR CEILIN 0"00. ELEV AT 10'-0"SECOND FLOOR FF INTED RAISED ELEV AT 8'-8" STUCCO BAND FIRST FLOOR CEILING DRIP "V" SCREED j_­__518 STUCCO OVER CMU M ti CORED LINES PAINTED RAISED TRIM BAND 4" _ 6" 21b. EPS q FOAM (V N 2 1/2" 1 1/2" k1k we] IV **1111111MA", to 12 NOT USED 4' OFF RIDGE VENT SHINGLE ROOF 12 15 1 1 COLUMN DETAIL is — - I I I z� I%_7/8" I STUCCO N J I OVER FRAME C.J. IC•J• C.J. IC.J. IC.J. 3'4" 64" 10'-01, 10'-8" 10'-01, 6-4" - - - - - - - - - - - 12 14 —DRIP'V' WEEP SCREED rl\5/8" STUCCO SCREED OVER CMU PAINTED METAL - GARAGE DOOR ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - FIRST FLOOR FF RIGHT ELEVATION A U 3/16" = 1'-O" 4' OFF 4' OFF RIDGE VENT RIDGE VENT SHINGLE ROOF 6 g SHINGLE ROOF 12 A5 5 A5 112 5 12 12 `' ELEV AT 18'-0" _ SECOND FLOOR CEILING I aW aWI� 7/8 STUCCO I I _ o = _ 7/8 STUCCO = OVER FRAME 7 d N� �,, q_jI OVER FRAME NJI �I O.J.SS 8'-0" IC.J. 14'-0" 8'-01, C.J. T-4" IC.J. 8'-8" 8'-811 - IC.J. C.J. 8'-8" J 8'-8" T-4" 12 ELEV AT 10'-0" 4 — �- — 1 — — SECOND FLOOR FF _ CASING BEAD WEEP ELEV AT 8'-8" WEEP �5/8" W/ WEEPS SCREED FIRST FLOOR CEILING 2'-0" SCREED STUCCO OVER OVER CMU CASING BEAD I� FLASHING W/ WEEPS \ —5/8" STUCCO o 00 bo co bo OVER OVER CMU io io zo FLASHING ELEV AT 0'-0" FIRST FLOOR LEFT ELEVATION A 3/16" = 1'-O" 1'-411 (V 0 FLASHING PAINTED RAISED TRIM BAND LO N L 0 W L u MN M � N ai N .F M -of a % D0 rco o sJ O rnrn,_ V/ o�S � o0 •� C U i� 2 `L/) N w Q N C � O E � 7W 0� a 5/8" SMOOTH STUCCO OVER CMU -RAISED TRIM BAND C]W fn W�I— W �Q � Q99 ezz� W (7 W g JU)O��Wti00��0 V F—=~OW�� OU)�OOEO0-Cj00z Z Z ZQ— W W W WQ' Q J O ��zILLIawQ 0t o 5QZ<< tiQ O QW 0 0 zw 0 �. FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) F_ M O Q cnj co � � ti M � 0.. � 00 Z U Z LLJ _j J O It Y Virtual evi w;A sidt Inc. Plans Review comp(elted Anil jpI roved for compliance m ith t e 2 20 F C 7 h Edition by Bebra Ann Kl 1 1 hr P 1 230 1 1 F N o N r• 0 N N_ 0 N N 0 N_ O N 0 N_ CO 0 N_ 0 O O C) N N O Z O - r O O O i O IN0 (� W o 0 0 0 0 0 Z z o 4'' Zw U —0 II­_Ozj_ 0 0�0 Q Z-a � F— W Q LU N -w N � ZOO . . (D W 2 0 Qo? z0 >_ p a Z Z CL az 0� _; e. Q J OU a. _p W z z z W w rl- LO 0 0 LAST PLOT DATE N • z 0 March 31, 2023 EXTERIOR ELEVATIONS A A/C DISCONNECT WP GFI 102 ir bo o � GFI AT _V _ 30" A.F.F., HDMI 6-1" LIVING ROOMI 6'-0" / A i \ M DINING ° G A ROOM rvvurt . BATHS TO 2ND I FLR ELE& IIC4;L I'WGFI o C WP in 4'_8" 1 ENTRY 4-4" 0 N GFI PANTRY I� DW ' _TO LISP 1 4;Air > 11_ o v GFI AT I ' 30 A.F.F.. i 5'-8" 4'-3" KITCHEN F�M GF \ I GFI UTILITY GFI TT TWO CAR GARAGE,,, 48 o I- `V GFI �_110V CLG i MNT. - - -!- - - OUTLET_ i i I I o 4 i i I L---- ----- O ELEC- PANEL FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 !4r' = 1 r-Orr FI F FI GF --J ELEC METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES, E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter 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 co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ k 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 IHORIZONTAL 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 _•I- TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" -4-* 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {- WALL MNT FIXTURE _ NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� " 50W PAR30 NFL 6WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C SMOKE DETECTOR rU-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 97,24:;;R 24" VANITY LIGHTING 9;;F36:;FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 021 CHIMES (DELETE W/ INTERCOM) J= MASTER STATION 1111ii-ftJ ELEC PANEL El VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER OT THERMOSTAT On 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. 0 ' � °,i=, N O i� b�YC �a ' ,, J DOp r LO X s00 "al9 AROO p i} s b°00 Ln b &� Q RE � �... z w O 0 w Ix 0 z Q /N� >0'. a W L.'= '0o U rn V) N M V 000 u a co E i t V/ oM =o ' o0 Ell-0 rn�� O U_o o Q V—/ • N s U � Q W _C'! C 0 E'COof a LU 0 W pWL W W 0 �02_j<0 ¢��o��o Q Q U I— �DoQZLOL Z0 0aF-< Ocn�X0ZtE00mZz C� O 0 0 Z ��IL �>zYOZZ�pW0Tii -1 << WQ�n_WZ O❑EL WU- QO W �F �YpQQ � p Q O p p < < O' WQ 0 W Z CN O F_ :D I` I- co O Q w CO � U)L�ti W a 0- M 00 Z< vI- Z W Jo O 2 2023 Virt ial Review A isk, nc. Plans Rev ew omp ete and app ON for complian a with the20 0 F C 7t io by Di bra AnInc Kla r PY230 In L / O O O - N M ® (`l(�/ N Q 0 CV Q N Q N 0 N Q N O - O N O r CD0 O O � ems- r r O N O N O i i ' Z O N LO W O O O 0 0 0 L> r N M V Lo CO i VJ }I— <z w O�...� }� W K U) Q w00 OOO _V =Zj L O 0W�0 z -< N 0 LU m�w N zQ0 W F-� . Q O V QJW0 z LL z a Wz 0U 0 �- 1 W z z z w W J ~ U-) / 0 T"_ LAST PLOT DATE N • March 31, 2023 z ® ® = 1 ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (A, B, K, L & M 1 /4" = 1'-0" It ELECTRICAL ROTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK, 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S r2 SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET- VERIFY W/MANUF. SPECS FOR LOCATION & TYPE 1 TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -69 SWITCH AT 36" -69 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" --p PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" -{I PUSH-BUTTON DOORBELL {- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS ,�o) 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C SMOKE DETECTOR =U-18m UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING F;F"- 36 :FuR 36" VANITY LIGHTING 48-;;;;; 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GO CHIMES (DELETE W/ INTERCOM) MASTER STATION 7M&ZI ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT On 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. f q , N € D M a ° co a 4 a A 001 u') O � w O w 0 z (no� � 0 LO W L u � 0 c) � ai N� } u O m u AV' ` O f� �� Q O C Q .�s wCj' Q N G Oc) M L. p � 01) 7W V CL wW U� W ow WoF- LU LLIF ~ o J of< z� �OD�JQO>a�¢LUO�JO I— J 3 Q LWOOW00m J — OZ- rj)UZnZ:��U W QOW0Oz<¢OQWZ �J aQ LL OW �F-F �Wz<< D O= 0 ❑< Of L.Q o F— U- O O Z 04 O� ti z F- M O Q u') J 0- (/) 2G/)LL_ti z < W co Q 00 Q z U I— z w W J oO a 0 02 Virt al R I vievf I' As isf Inc. Plans Rev i w c mp eted and appr v for compliam 2 wi h the 210 0 FB 7t Edi ion by Bera nie 4.h PX 300 LO O N O, N o O N 0 N Q N N Q M N 0 r` O N r O N O r O N O N N I O Z O .-*. r O O O i ' O NLO W w o a o 0 0 0 ° > ,- I c� ri -i psi co I _I Z W z Qw O }, W Z O ^ WOO U U c) i1 � O 0Zj or� Q z-� w Q LU N (D ��w [V Zo= W a <�=) 0 zwo z U gzU- az z �� U J O 0 W z A6� Z z W J 0 N LAST PLOT DATE • March 31, 2023 O 2ND FLOOR J ELECTRICAL PLAN A, B, K, L&M) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1. 3, SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2. 2, 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP 4.2.2. BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLF CING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgcrete overpoaf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1�" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. F> 4A 3 u co ` e 6..�: O N Ar + 5805 ° §d a.., LO co q� & ��t•' LO �M W _ O 0 i' LU Q V) C W L �D q U 12 co N d N �M '3 (n V a L co � Oo � 0 ° `�'� a s Ui�� } •�tN` U W QN W L co Ew at LU W Ur LU �L vi WOH rQ o_ _J cf ~ZCr Z �����0�:W 0 Q Q U ZOOQZu-LL-z -jo i 3 W w W 0 Z 0 W 0 Q m Z -W aQ Z U Cy O Z Cf)4 W - fYQ QF-<LLJ zwZO�� IL LL OW �1-� gWz o oQ g¢ oW LL¢ O F<LL O O Z CV OW ti ZQ�ML p � o o Ca LL w GZ d- ti < 1CC1 M 00 ZU< WLU C:)J O Mj d- (-D YQ 2 202 Virtual Revi e vi A 1 slist 1 the Plans Review compleh d and ap rov dl for compliance with ihe 2 2D BC th E it' " by DebraAnne! I hIr, 43 D �� O 0 O C) N N 0 N 0 N N CD _O N N O COO Z O N� W o 0 0 0 1 1 1 LO� N' M 4 1 07 MU) Z~ ZZ w Q W }, }� O W Z Q cool U LU cA .0 0 orQ Z L W Uj W Q = m�W I� 000 O ZO= W <=� 0 zo�0 Q U 0-1 �Z Z U Z Q F_ pCe) ow eeeeeeeee� Z S N 0 Z Z Ljj W J Lo V ♦ O LAST PLOT DATE O . . Z 0 STRUCTURAL -- DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1 +2" LONG (3/"-1"+CROWN) WALL SHEATHING STAPLE@ " O.O. VERTBETWEEN 1SGAx1-1/2" LONG (3,4'I-V STUDS (NOTED THU&,— )OFFSET ORN)STAPLES 6" STAPLES BETINIVEEN STUDS S AS SHOWN O.C.'JERT INTO STUDS (NOTED THUS:--) ETAL LATH ATTAC " M E NT DETAIL REV.09.24.21 SALE:14" 1'-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*' ""ONLY APPLIES TO LENNAR TPAIJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O — O CV H C G C 0 C a o � ° o Lr' v 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x x 1/8" gap ° FILL CELL STD. 90° HOOK �— BOND BEAM BOND BEAM STEP SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x x 1/8" gap ° FILL CELL STD. 90° HOOK �— BOND BEAM BOND BEAM STEP SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 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. 2" ax m � 4 max. —7 Clinch nails when possible A 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. t T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam C NO HOLES (EXCEPT KNOCKOUTS) ALLOWED N BEARING ZONES � DO NOT cut, notch or drill flanges Boise Joist Blocking 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.* When joists meet over wall, provide —1 3/4" minimum bearing for each. I -Joist can be offset for each lapped joist. use I uaxs'naus at b �o.c. Tor au joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRIG. WALL require additional consideration. for MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) MIMS 6„ A 1/2' ROUND HOLE MAY 6„ 6," DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" otfrTd Moles Oiannet rrr) 3 4 5 & 8 & 75 10 11 12 13 ectan ularHole Side (in) 2 3' 6 8 9 10 8 � a-0'" V 1 " 1 "-2" 1" 2" V-3" 1 _ ' V-7"" I'll 1'" 2'-4" 2'-9 3'-2" 3'-7=" Any 16" joist 12 V-0" V-1'" V-2" V-2' 1'-3'" 1 `-9" 2'-4" 2%11" 3`-7" 4•-2 4` 0" 5,-4," Span (it) 16 1"-0" V-1" 1'-2'" V-2- V-7" 2` " 3'-2" 3' 10" 4'-9" 5`-7" b` 4" T-2� 20 V-0"" V-1" V-2"' V-2" 2°-0" 3'-0" 4 0"" 4`-10"' 6-11`° W-111°' 7'-11"" 8'-"11" 24 1 -0'" 1"-1 " 1`-2"" V-3„ 2%5" 3' 7" 4"-9,," '40"' 7'%2" 8"A<" 9"-6" 10,, NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up ti 3 to avoid vertical plumbing 3" max JOISTS OFFSET A Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s® BCI6500S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11- " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffn�, as Web stiffeners are not required when top p required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist (D depth I —JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE 00 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL A�co FINISH GRADE SLEEVE THRU STEMS d ° a.. SEE PLAN FOR °. a • a • d FOUNDATION INFO ° d STEM FOUNDATION GRADE REINF. SEE PLAN d 4-E,—:�b X —mom ° I —III —I I, III —III_ I i l l l l l I l i— II— • a d: _ i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ta,� LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ° I d° 1I1=1I1=1I I I /41 " II° III �l;li I I I F_ I SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G PVC TOP (2) 45's x 4'-0" OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d \ / ° d ----------------------- i�� ° •°, • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE =1 11=1 11= 141- 14a a 5111 1I1� =_I I I- 1 I I: a-----� ° SEE FND. PLN. SIZE & REINF. �r M s fi ;j ,y • !Y 1s � C\ M to a { 00 LO ;a Af;0015 5 •�i-'r�� ` Ge q Q z LU 0 w z Q Q) LO.^ C W L �o U 0 cY) � ai N M 5 N V D- u a U p 2 ■� p Tn•� O u-o v Q •in i W QN Z V 00 �2 o i a W W 0 LLI V) w O H [if z 0r �O-�00�:X0wUO� Q � JO -,0 Za0�0z0�OO O co 0 rj)LU-nwwwin��¢� _, Z �QQ0WQOZWZOW0oa o Q IL Ow OQ oQz QLL Q � CD CD z N LD > (n O U) CCM O J U) LLz ti < LU < l,{ H M 00 Z U 3: Wz W C:) O A 02223 Virtual Review Assist Inc. Plans Review 'Oml 111tell and approved for compliance with tie 1202d'IF C 7 h Ed tion by Debra Annf Kla ir P 23011 D O O O 0 N 0 N 0 N 0 N r— N_ N O C) co C)C) O r r O ' z O N w Q O. p o 1 I 1 LO N.', M 41 i i 1 Cr COU) z zz w Qw OFJ � W z z Ez O WOO nzj 0 O0 Q z 1� = mftW N LD I- fV zoo Lll Q 0 2~2 zcro _ p >■ v �z� z �z � oU O W W z SN1 Q z w W o LO r LAST PLOT DATE O z 0 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP — EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8"' GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) WIDRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER Cn 3 1/4" BASEBOARD �- MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PER o MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE .E N •' � ° D Z 00 M =III=III=1 I I _ D 6 MIL VAPOR BARRIER 1111 I ,' a I I II I I I ®0 III= r COMP. SOIL. I I (COMPACTED TO 95% —I I I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—j�O.H.D. RECESS z I— ° 'a 4" 11' co IF I- '� SEEA/S30RJ/S6�-1j11111111,11�1 11,1 1�1. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11.8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D • 6 II—III—III-1 m -III—III—III I III I11111111I IIII I > ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH I El I IEEI I 1E]i I IF o I I I I 1=1 11=1 I I—' 1 8„..—...L... TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" a 4' A.F.F. a. 0 Q' °' '..° a ° A ° 4 .. ELEV. -0'-31/2"�� ...d ° °'. ° --�O 4 2x4 CONT. A.F.F. O 4 d ° Q - I I °'4 A° GARAGE DEPTH VARIES ° a. ° ° °... 4. . a GARAGE SLAB AT STEP rB SCALE: 3/4"=T-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED 'fil'il n GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° 1=III=III=III=1 11=1 I=1 III —III —I I 1=1 I —III —III z D ° I— III —III —I I III —III —III— NOTE: III —III —III —III —III —III= N *FOR BEARING WALL II�IIIII1IIIIIIIIII�IIIII�IIIII;' '� W/ UPLIFT ONLY —— III•—III„—,L11I���III1��1�1���„—,1�1— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° 7;, GRADE °° =1 -I I 1=1j1=11=III=III=1 I III III=1 I I (1) #5 REBAR w/ OPT. ' 1=1 I I —III —I 11= 11= I 1=1 11= 11=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E = ' M T a d `__ I I I=1 I �• I I-- ,- -I SEE A/S30RJ/S6-- 11111 11111 1�1 IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ — 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 �3 1/2" MIN. oo D ° 31/2"(min.) - 4" I I =1 I I I ° —I I l 111=111= —III—II—IIII —11 1E1 I 1EH_III=III=III=III III —III I'' (2) #5 CONT. I I I 111111111=11111„I I ;III= '' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP C SHEARWALL "SHEAR WALL" I SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLC--KING @ 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. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 1U-0" (13302.11) SULATION PER CHART ON FLOOR PLAN OPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 20" MIN. LAP [24" MIN. LAP] 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E_Z #3 & #4 LAP SPLICE GRADE 40 MIN. F740ksill]FINISH GRADE 00 [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] —1I1=1 —III _ 6 MIL VAPOR BARRIER -I I III D D ° =III=III=III—_ 11-1 I I I ° III —III —III —III—, #5 REINFORCING BAR R 1 7/8 —� 1 1 III I I —III —I 11 1I I III II I I� r #5 LAP SPucE II II . Ili —III —I — COMP. SOIL. (COMPACTED TO IIIII — 11=III=III= 95% MODIFIED PROCTOR ASTM �= I I=1 I I=III=III=1 I I=1 I I=III- D1557) 111 11111� 111111�IIII1„1111,111— 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT t- INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8" PER CHART O.C. STAGGERED, FROM BOTTOM INSULATION PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1A r WWF OR FIBERMESH M _ _ a' A M 6 MIL VAPOR =__ LrI I=I I=I I= Li BARRIER 1 — 11111111111111111111, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 1/2" MIN C TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH P. °v. 3 1/2"(min.) - 4" 1E1 111=11 I IEEI I ill11=1 11=1 I I III —III I' 11= I I—III=III—III—I — III1-' (2) #5 CONT. 44 1 1 1-1 L�,_41,i 8 U.N.O. MIN. TYPICAL BEARING WALL" STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 wl (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U LU a -III=1 11=III m '. •° D g I—III-111—I11 I ''1111 I IIIII I II I II I II I D .• ° #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. CJ+3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR . x & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE d 7/16" O.s.s. COLUMN LOCATION SECURE 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w o SCHEDULE > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS m FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS (2) #5 CONT. =III I E ON 3" CHAIRS 8" 1'-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA• EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH —I—III—I—I—II—r 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH ° — —_ III;M� r •_� - I1-1 I1-1I I-1I1=1I I III , 'IIIIII, t r M � II �•' a .. III= _ SEE A/S3/JIS6 4�,1I 11 „III Ij 1_Eilll18 FOR REINF. INFO. OPTION 1#1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION CONT. FOOTING STEEL MAT REINFORCING. r ' co 00 2 GRADE — d ° _ _ d. c� Lid =111=III ° • ° I —III —III —III —I' Z = _—III—I III —III —III —III w 0 0 LU U)LU I I III I II II' 0 . I =1 1=1 11 Z a U- — a d = `�Q ' I -=1=111=111=III—III I I III=11 _; FOOTING -111 III—III—III=III—I I III=1 I —I I I— -1 11,;111�lilllll111111�1111 ,II ...III -III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 sv °� y M N O N m �•4 a� ✓v r' co co co e % R ''` C�Y'.�' ,. ,q. • O 00 ee �5 fl5 • a Q Lid 0 z 0 W 0 U C)co" 6 LO c7 M co N V -0-6- 2'M Oo a oo rn} O U- o o Q V_/ U p . - � LU c V 7W L 0 E V --- a Lij ILLW W J LU O 0 LLI Uj �QXJ QZ � Jj 0(00g O<QV �-LL�c U-000JO OO-OOmo Uj az Q z� Uj 0 a 0'oO>zYl-U-OOZ WOE 2LWa QQ U20Q zO0¢ �¢LL 0! O O z N OW >U)O p co o �LO qt � � W Lq �— CL CM a, r 00 Z U � w � WC:) M Cfl MAY 0 2023 Virtual Revii, w A sist Inc Plans Review com (pt d land pp irov d for compliance with thd 2 2b 1 BC Ah E itio by Debra Anre Kl hr''' X23 0 o N 0 N o N r- N O O O O ti 0a�0lll N N O o o C) o e 1 f ' Z O 75 L > CV, .CM CO VJ z1— Z O W ? cwi) V 0oo VUCn zj -0 0 0�� Q z aiYa rl mew N I - .a (V � Zoo W a. 2~2 ■ CD Q O Q�°0f O U az" z U, z �� Q 0 O MM W � Z ¢ z z J Uj ^ L ! o LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d !^il �� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER DR PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 GYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d II NAILS AT EACH STUD +' + CRICKET AS REQUIRED I I SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD fA SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE —2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z 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. Sq, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ' C • °' a a e 8" STD. 9eHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I J. NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 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 Uj O MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DO GARAGE DOOR ROLLER CONNECTION ASSEMBU .`,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ DOOR OPENING DOOR OPENING 1 EXTERIOR ❑ WALL ❑ 0 ❑ ❑ F111 ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 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 T -4' (1) (2) (1) (2) (1) LSTA30 9' (2) (3) (2) (2) (1) LSTA30 —4'- 9' -16' (3) (4) (2) (4) (2) LSTA30 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a :ARAGE 1OOR WWII IIAPI I\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SIMPSON SIMPSON FT—SP4 SP2 — 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 BARRIER SIMPSON SP2 w/ (12) 10d / \ �I NAILS AT EACH STUD \/� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2"IL NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" tMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS \----UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '---(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA() STUD (USE SP6 FOR . INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP, 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. FNiN�. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT.' PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. 2X STUDS @ 24" O.C. N B —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . AB.,�PLICE STAGGERED N ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TUP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON rC ( P.T. ATE �uviraviv �r4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10i ST co J M . TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d . 4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 FBLOCKI RUSS BOTTOM CHORD OR 2x4 NGW/ 2-16d TOE NAILS EACH END W C)r Z Q 2x TOP PLATE U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL( j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565#SPF) 3 (5645# SPF) 3 (6970#SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. i & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. i&NUT ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED -5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL C @ 10d NAILS @ 6" O.C. STAGGERED A STA GERED G TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. OL PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 m M N N M OP�ii xpi 0"4g �" VI J LO a e LO Un r 9 I AROO R`a'AlW 0 0 W Of 0 z 0 LO. � o W L. = U MN �ai � M V) V C: 100 O 00 2 0 U'�oQ) 0-51 .N V W Q c W L 0 EC 0 7C)0 a-0 L410) W W � LLI Uj W p I- �Q Q_Q~zQY �0¢�� OJ¢a I— Z��n�y�cZn�¢�V0O� ) ZOzF- Jp W Ozw 0 0Q<zWO�0_j z OW 2�W60 QaLL o¢ o H O O CN zW 0I­__ S2 ::) ti M O Q � L� w L ti z Lij Ln F- 11 11 cM o < Z U z3: LU W J O iAY 0 2 1123 Virtual evi wIA sift. Inc. Plans Review om late An d1pr rove for compliance with the 2(20'F 3C 7 h Eilition by Debra Anne Kla I I I hr P I 1 230 1 1 I LO o 0 0 o r 0 0 0 N N 0 O 0 C)z CO O 0 r. r O I I I ' O NLo w a o 0 CDLO I I ,qt > C COrV V J Z zz }' C)¢W z O C)o 000 U U) � z5; o_ LO -0 0 OLUO o ra Q z 0-r toF- Ewa c-F LU N ►- 2 N � ZOO o� ■ (D Q 0 zwo 0 0 azLL z 0-z ry Q �� pU 0- _o W Z z z z W Uj 'n J O 0 LAST PLOT DATE Z O STRUCTURAL DETAILS .1!"Ildl w" SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 45' ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)1Od TOE NAILS @ .� LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS 1777 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1Od & FROM LEDGER TO (2)1Od TOE NAILS @ EA. �Ax'� BLOCKING END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROMTHE IRST (4)EA. END TYP. TOP & BOTTOM OF TRUSSES 2x4 "T" ON TOP OF PANEL SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER 1Odx3" @ 4" O/C ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. �5' 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. TL SEE SCHEDULE RSH ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING N N f r N M " - -[ ]- AND FASTENERS. (MIN. SEE STRUCTURAL NOTES AND NAILING FIRST 4 BAYS) INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ 11 1/ (2) 16d NAILS WOOD TRUSSES _ co co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12" 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT wl (3) 0 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT „IYI 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 l'VIY 1 ULnI\IIYV GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL — BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING, OVERLAP DETAIL M SCALE: N.T.S. S5-) "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TAELE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4"� SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4..x1 1/2" SIDS^- ^ -i.vry i. ocrnuvu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB — SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 `DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d W d W 0 o � z o w 0 o , 0 C3 — — — — Q o T � � — — — — Q b 1 ---- wUj 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("T AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M N C, � 0 LO 00 LO , # A %1 001 5 Z 4%, , " 0 W 0 z Q /N > CD R 6 W L -= '0 - U � � 0 >1 co � U) (0r� N V -0-0- Z) Oo 2 o U •Cn U LU QN N i o Eco a LU (D LU ❑ LLI V, LU) W O ~ rQ J �a~zC Z x��JQO>Q�Q2�U0LOL � J (n > (n p 3�°�ozo o�mZ? J - 0 (n (n W W fn x Q U J O Q~W0LUHUzWWO��OpQ LL oo� o oQz<a U_ O �QU_ a O O Z W 0� 4(n > CD O eri CM LO J 2 (n I` 11 M Z00 U LU W _j0 O mi RAY 1 2202 Virtual Review 1 1 I ;I I ssis 1 . Inc, Plans Reviewco plet tl a d ap -"§ rov d for compliance with thi 2 90 B th E litioll by Debr LO O N i; O o Y- O O O O O O T r O 1 1 1 z 0 IN Lo w Q o; O L> r. N- (n 1 0 Z I- ZZ W +� OQ W Z zz 0 U 000 UUU) -0 0 orQ Z dQ�o- r F— LUWQ r-I = LU co w N fV � z�0 W Qo? . C0 Q 0 QIro }. — Ip v 0- Z LL z �z � OU O z Z z z w Uj J Lo V ♦ O LAST PLOT DATE z O STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 FPRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM //F ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY f c I I I —III —III —III III ° ° ° . 6x6 w1.4xw1.4 III—III=1T_I=III—I 4 WWF OR FIBERMESH I Im 51111 Im IIII i lI II 1 I I II 1 d °'. ° 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ow o� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � w LAYER 1/8" THICK. LL— jINSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETALSEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROLIT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT ILL x a EACH FILL CELL TYPICAL Lu cn o AT GARAGE CONTRACTOR o TO CUT BLOCK OR POUR Co CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �4"to 6" BELOW GRADE ISH GRADE 00 (3) # 5 REBAR ON 3" CHAIR _I I I I I I I , ; I I I, I111- STD. 90 `HOOK I —' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ri SCALE:3/4"=V-0" S6 op T o 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) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" - SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS) 0 SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP, W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. °'. L_ I d' A ' a O a I) ° - °. ° d - 1 � TFF �.°' IiI I I I l i I LIT I- -III, #5 CONT. ON 3" I I —I I I —III —III —I I(3) 8 lil—lil i8—ITl—lil 8 CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF uj Lu NOT FULL CO HEIGHT SHEET- o 0 J Z _ V FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM lAlAi 1 ri rArA-rl^kl niAr+nARA 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x U) C BLOCKING @ ALL C SHEATHING O EDGES(SEE N OPENING SECTION X-X O. x E anC x E Lu 2xSTUDS LLI BEYOND. U) SEE PLAN o O U) 3/8" "S" = NAIL 3/8" SPACING �S 3/4" S 1/2" 'I 'I 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 41 AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS T I (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X sF p�Npo� �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O,) WALL SHEATHING 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o j PENETRATE SURFACE MORE THAN Y6". F p z oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z L_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w =i v O STA GGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. � 0 w/ 8d COMMON NAIL J Lu LL � O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER > ¢ O in ¢ x -OOcn O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. cn o u 07 LL it GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7 N w O 0 ~ MEMBER IF GABLE END `; N u NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 46 21Ox10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE ppxTF,g7 FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED -- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL K*�m� S6 c E si M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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'-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" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. d' ° ° oo a FINISH GRADE ° 00 II I 4. I - 1=l I II I IQ o:. °• I =1 -1_11 Eu I a III 1 =III —III (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. OF gce� k. M N O ec N QCo it - 6 � f ro 00 Lo "Ilk °4� it N:ad 9:bp: N. Q C O ! W 0 z Q Lo W 6. 0 U \ ' Co v M ' 15 N V ��° v M L O 4)O O �•� D o C Q 1f� 0 .N V w a� W L Co E 00 () a D �' LLI w uj w _j w2_0 �o0 <o31�CnLLVOOw I— JO ¢V OwOzWOoO�Q o�ZOmZ?U Z IL � <� YZOC)0O 0�ZozLL���-pLQL(!) W�Wo �p2) o �QZIQ OW LL¢ o �¢LL O O CN z W O� Cf) O 0 CO0 0 Cn [,- Q U? u) ti Lfl I.0�IZC7 0�0-2� z U � LuzLij J 0O d' M Virtual Re ib A'S sr. 111c. Plans Review cc mpti ted nd ppr ve tar cOmPliancE with the 202 FB 7th Editicin by Debra A n� f lhr f: P2 00 u 0 0 N 0 N 0 N N I� N N CD O O 00� O r T O 1 1 1 ' Z o N Lo Lu o o O O I I I > r N.' M 1 I 1 00 VJ Z Z Z LU ♦-� -1� CDZ W Z z z 0 000 U mZj Lo- 00�-� a Lu Q z l0 F—Lu a rl = (D mew N ~moo N SLOLT_ W `T� I IL Q r C.() Q Q zoo 0 U az� z UZ ry z �� V J 00� Z S6 z z z w W '^ J �1 ♦ O LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 3-1/4" LONG X 3/16"0 TAP FURRING C X 3 LONG FURRING APCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. -� �2t� DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CON*4"2X8 tl X4 (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. &FROM EACH END w/ M.8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STACGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16" - APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH 1x4 M TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIt 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 1_1IAII nFTAll A BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 7 SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IF 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK NITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH — BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END --_� LEAVE A CUT OUT IN O.S.B. ON TAEcz::f INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD, SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK +5^ t, FIRST 2 COURSI L NOTCH WEB AT ,APACI I Y = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4 x1 1/2 SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE YA�LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ` REINFORCING PANEL SMOOTH. DO NO FURROW. :: F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ / TRUSS COMPANY OR 2x4 01 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 0 // 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS-AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. TOP WITH MIN. 3" WHERE THIS CONDITION OCCURS COVER 6-0" r F.F. ° IHI I I E I; I 1=III—III—I I I I-1 I M I I-- o � III=1I1=III ' I —III —III= 1—_III—_) GRADE o .. D , IlllIIL 1l- a M p ' z (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 314" = V-0" FILLED CELL PER FOUNDATION PLAN n YP.) FHE :S I IKIA(%f'CDTARI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. Ss SEE ARCH PLAN AND ` '-- PRE-ENG TRUSS DESIGN W _-- SEE NOTE fl' BEIUDW -./N_ SUB FASCIA . A 1 .. LUM DRIP EDCIE. 6Rt3 MY_ALL TYPE —j--� 4 - _' ` ALUM FASCIA PI=R PLAN I I I e \ �'w^r, 1-3d4"' TRIM PAINTED • iwC ` SS NAIL W 5116"11EAD -4- FASTENED, DIA_ ,P 2 " (s.C. N;IOTE 2 BELOW I - `,,I -(- — CONT VENTED OR SOLID SOFFIT Ct3Iil A NAILED T( 21 BLOCKING, NAILED TO TOP BBC ,1(IN G w/ 2-12Gi NAZI 9 (.'.) CHORD FVFRY OTHER TRUSS W :3-12d NAILS, TYP_ M G.CJ BUILDER TO VERIFY OVIDE OF -IT MATERIAL SPAN CAPACITIES) BASED P LISTED IN! THEE DESIGNDESIGNI RESSLRES SPE:ClFIED FC; H COMPONENTS AND CLADD ING ON1 IC 3N RITERIA SIN SHEET SN. f' FOR SOFFIT FI T ATTACHMENT AT WALL (PER ALPHA AL 0M_ INCFL# 16544 R5 FL PRIOIDUCTAPPROVAL) F CHANNEL FASTENED TI- 17AU1 w7 T WAIL .00T'" DIA @ 4 C, ",Ail 5eS MIN EMBEDM-NT WO/XI W (3) 16 CAA, 1A,'4:, x V4" CIRC$11. `4'S-TAPL.ES @ 24"" MAX. OA%� IN DIAMOND F-ATTE RN SLAB FASCIA ; 15 GA_ 34--x1/4" CRC510iN STAPLE 1,iij EACH GROOVE STRUCTURAL SOFFIT O ' ALE_ '=4a-7.0" 1£ ) FOR ALUMINUM SOFFITS WITH SPANS EV- 0 9. 22 2112I > 1`-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA WS1 ALLATICN CRITERIaA. `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + `F�OrN—PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCAI F: 3/4 CCC 0U=1=T M0 AKin z O W O W U U U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL — SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT 'e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° ;•° OVERHAN d, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0" 5'-0" INISH FLO > p p•� o .. #5 BAR d � 10" n D a Q p ° CENTERED W/ 9C H IN TOP o KNOCKOUT/ CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER P 71 a AND SECTION DETAILS -I CLEAN FILL _I n DIRT 6 z ' ° STANDARD o 99 HOOK N #5 BAR I N ° FILLED CELL' a v v a v vas_ v 9v ®® v v® p,®• \vim ®• v ve ®♦ v v, �• %vim,®• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY in\ "C..cj ini r+nnv+ 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ez?' e N co LO Q AR00 8 ,°� 00 LO w 2 O w z N LO - E O �J ;I♦L 1O O (� CO N (n V ::) O u P ) A, L 0 2 O 0 LL \O N ¢ ° Cf) U wQN x N 00 M C:)N aa (1) W UO (n LEI O ♦- �Q 0r _ �g�za� Cj�nLLUp2 Q Q 3:= �oO ¢oX-Ww 022°�-¢aI-- 30R§6zoRoomoz 0WdW(n LU U5OfW<=OZn�<0LWED�O Z LL IL oW 2I52wpz��¢¢ OWo ¢LL ¢ O LL O O z N O� f/� z) ti O M Q U) M � G co LL � 1-- 0� 0- M 0- 2i T­ Z U W W J� J Y02203 Virtual Revie v i s ib In! Plans Review (OmNetec an,d.appi ove tM compliance wi h th 2020 F C 7t by Debra inne Kjall r P)l 300 LO \— O 0 O O c 0 0 N 0 N N N N O CDo0 o 0 r r- C) I I 1 I z O NLo W Q oCi, 0C'i C)I I I � T M � VJ zF- vV Qz w C)cy)��--+ -0 W z O U oz0 UUF0 ~ owl LO -0 0 0�Q z w�� ��¢ LU co N H- N � O Z0= o� W <�:D (.0 Q O C:)wILL J�of z az �z L) 0 MO W tY zS z z z w W Lo V, o r LAST PLOT DATE z O STRUCTURAL DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 2= 1'-0" ' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 1' = 1'-0" I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,[LED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MT312 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" = 1'-0" -3/4 P LY\A ON DECk —2x8 SYF AND N/ FRAM I � 2x4 DRAF' STOP 2x4 BLOCK ., U 3/4" RISER CUT TO FIT MAINTAIN BETWEEN' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 'ATTACH ALL COMPONENTS OF STAIR TO CO NC. W/4" X 2TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FSTRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. Wla' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 4' EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING J 1 /AIM UUINO I MUU 11UIV Ur. I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) u 2X PSON MI 10dx11 ;a ECTION VIEW "H" SCALE: 1" = 1'-0" jV J CD e CM {� � A Ott 05 ,' LO 00 ;., Z W 2 O W 0 Z 0 NLO - C W L U W � .0 V V -0-0- - A, L t �+• �Oo uo 0) LL o C Q -t o�° .N U W Q N 7N i o E � V a W Lijx L ❑LLIj LuO UJ Q ' ZH �O2J0¢UO_jO Z¢LLU-Cr V LL�Z2�~p00z aX'j02 0200pZ U ¢¢LL OZ co CL pWOFn Z aZO�¢ pQQQ� OW F- �Lup¢ 0rg ❑0Zg Q¢LL O i$ O Z N OW I"- Ln z) [` z co O Q U) CO � n (/) LL 2 cn I z <w<u? 1— oIf IZ co 2— Z U Luz� J 0 J 70. 2 23 VOW RKv6 ssis In Plans Revielh co pleb d at , d appr . for camplia ce ivith he 2 20 BC th E itio by Ilebra 4ni 1 a jKli hr F 1 X23 0 o 0 o' o 0 ♦�\ � 0 N 0 N N N N o� O CDC) O T r O I I I ' Z. O N LO w o I > f C%i; co --q- 1 1 ZH ZZ ¢W O W Z O �00 U U c; , `0 i I... m z >_ -0 O 0�< Q z � to WwQ T� = mHW N >_ Z=0 o? w 0- >_m co . Cfl O 2§2 zoo Q V gZ� z a" DZ U Q poll z ST Q Z Z W W J � Lo V O LAST PLOT DATE . . z� 0 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY, 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8F8-08 8F12-08 8F16-OB 8F20-0B 8F24-06 8F28-0B 8F32-0B 8F8-1B BF12-IB 81`16.113 81`20-113 81`24.113 81`28.113 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 6-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 1 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 1 2781 3643 38 4754 45 11' 4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 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 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R NR NR NR NR NR NR NR. 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'4" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N R NR NR NR NR NR NR NR 129 250 450 654 1 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-06 8RF14-OB BRF18.OB 8RF22-OB 8RF26.OB 8RF30.OB gRF6.1B 8RF10-1B 8RF14.1B 8RF18.1B 8RF22-IB 8RF26.IB 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (146") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,,,XT- 04" -v SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0-' (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS <^374Rm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAs'M14R9" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20.1T 8F24-1T 8F28.1T 8F32.1T 8F8.2T 8F12.2T 81`16-2T 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 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 1 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 1 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 1 4038 7'-6" (90") PRECAST 721 23 1021 163412 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1 1444 1718 1 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 121814 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF10.1T 8RF141T 8RF18.1T 8RF221T 8RF261T 8RF301T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-2T BRF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097M16512204 2758 3312 3865 7'-6" (90") PRECAST 506 797 2442 6 2931 6 3257 506 967 2442 2931 3421 9'-8" (116") PRECAST 395 491 1640 15 198015 2322 16395 589 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 e � d G 0 ° > G > p > G _ r _ G G C C G C U C O C C C C 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 0 Q e 4 �. >- G o ° °a s- > G ° 8" PRECAST LINTEL W/ (1#5 HOR CONT G BAR & 2) COURSES OF 8' K.O. BLOCKS c c W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED Q ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° f� 4 1-1/2" CLEAR �Q C.M.U. U) U) x _ 0 4 = cn co O N 0- LU ~ 6 #5 REBAR AT wC)bUj ° a O LU 3: 2 -' a BOTTOM MIN. (1) �< ciILwZ REQ'D LL C7. J- j .J z LU ¢ w 16 GAUGE � I`--" POWERS STEEL U) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � C.M.U. GROUT LO #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-518 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 8F16-1 B/1 T NOMINAL WIDTH- I �QUANTITY OF#5 NOMINAL HEIGHT REBAR AT TOP z= c� z= co C C 1ST FLOOR LINTEL PLAN (ELEVATION A' co CD DO LO LO LU CO LU LU u rLL LL z < w 0 I /Ni. t 4-0LULU4-zz 0 Co Lzom 4-0 - e e a /y �y a ® O � ° 2 O --i W Z W L '> 0 � U N T�� to Vi m .•a7. L- t o E o Q •N Q� REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (21 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 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) 7/16 strand + FN.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7(2) N.R. 473 473 328 455 No,str4 2 No.4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 256 256 188 262 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 214 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 203 203 155 215 No. S N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) NO. 3 (2) No.5 1 N.R 164 164 124 179 N.R.- NOT RECOMMENDED •; ty . DETAIL "A" DETAIL "B" i • •a: •'.•S. DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTELCAVITY [8xl 6 L/1 U] NOMINALWIDTHj j LQUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS [PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-O" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0' PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 C-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) 54.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" 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" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 1T-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 993 993 600 1084 No. 19'-4" 18'-0.. PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 961 961 446 872 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 720 720 366 716 No 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAINLINTEL/ QUANTFYOF#58ARAT S - SOLID LINTEL LOWER LWTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x]2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) ')U(0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" &-C" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ r' QUANTITY OF #5 BAR AT S - SOLID LINTEL _1 I LOW ER LINTEL CAVITY [I8x1j 6-P-1L/1IU] NOMINAL WIDTH - `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 214" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 3-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 &O!( 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 70'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 1314" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 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) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 607 607 317 601 No. 21'-4" 20'-n" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2) No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.S (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. 5 399 399 217 412 ,; . DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ �L r QUANTITY OF #5 BAR AT S-SOUDUNTEL I 1 LOWERHNTELCAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHj j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (I)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST f2l D4.5 WIRE 2 No.3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 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'-8" PRECAST (2) NQ• 3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 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 1T-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1368 1368 771 1264 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1008 1008 573 104$ No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 877 877 501 966 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No, 5 (2) 7/16 strand + F270' 22'-8" PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 �;+` �; :��.a, :• ti +mow'.'• DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOW ER HNTELCAVITY [8x16-P-1 L/1IU] NOMINALWIDTHr Ij `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DEFAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'4" 3'-0.. PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "D, DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x]6-P-1L/1IU] j NOMINAL WIDTH NOMINAL HEIGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELDt2" (SEE SCHEDULE) 2"(1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc o\ co ED OR WELDED) LO 'nOTTOM BARS E SCHEDULE I 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN, BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GRj TOP LEG BARS: (PLACED IN--TOP SCHEDULE) " (1) #5 CONTINUOUS REQ'D. t PER STRUCTURAL PLAN 32"STIRRUPS AT 4'-0" cc ED OR WELDED) tiBAS SEEESOCHE ULE M N MIN. MI . 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#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" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-B" 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 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4" 10'-0" PRECAST (2) No. 3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" l l'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 1974 2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 174" 76-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1698 1698 944 1546 No 4 19'-4" 18' 0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 8'-8" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1254 1254 702 1271 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1092 1092 614 1167 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 898 898 481 947 TYPE DESIGNATION P- PIAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVffY[8xl6-P-1 q L/1 U] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY UC IMIL V UCIMIL r LIC IMIL \d GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20L' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD FT SAFE LOAD UPLIFT SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##511UU(O1ILL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 1D000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4 -8" 3'-4" 3'-0' PRECAST 2 D4.5 WIRE (1 2 No.3 O 4017 10000 5613 13000 5'-8" 41" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4" 1 &-U- PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 M ,:�•1. :•q• v �1. .fir• .a �• .a,r '?•y1: '?•�:• '?•fit: DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION g= -1 F Wr x16-P-IL/li ] L1Is, IT IEali O CD UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSIEXBP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 74' 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 .a • .a • U., 4 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Tx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" &-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 :'•1 • :••1 • 4 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION ­1 rawww [8x1I6-P-IL/Ii ] �I�J Ll i�l°•1AAO TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVTTY [8x16-P-1L/1U] NOMINALWIDTHJ I LQUANTITY OF #5 BAR AT 1 NOMINAL HEIGHTUPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 17'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended for M 3 c` F j ,+,gym/•/ a u7 O ®4 . e. u 00 L0fik " W y3S O W 0 z Q V) N LO W \ L o U ' � (y) N v A� L t W 2 O LL S • N N ¢ U i W 4k 7� V V c m Co >}`� o E Co V W LU I.-_Quj WQ Q ¢ I¢-_ �g H� zWQ Z J���OQOX O O W(Z� °WozU5z �L) 0WLV O CL w¢<L aInUzOd<0<-z�¢ 0W2F- =Oz ¢LL ¢ O ILL O LL O 0 ZW OF_ W co O Q cf) M � It G � r�_ W co 00 Z U ~ W W J O O CD Mj MAY p VN Virtual Revie N A i sift, I In'. i tans Review con lets an app ove onpliance with t o 2020 F C,;7 h Ed tion by Debra Anni Kla rlP 20( O O N N O N N O O O T O O O O r O O N O N O ' I Z 0 NLo W o 0 0 00 0 l Loi > r- ('I (M 4 6 6 i ' Cr CO V) ZZ Q W O" � W z Q U Woo UVF0 .Q oz- ow- oho 7O ` CL=a l� = pWp�W N Zoo W }' L0 2 � ZWO o r z az �z i Q f- U � O O � Z Z W J W '^ �1 , o LAST PLOT DATE O z O STRUCTURAL DETAILS A x9RbW9Affff March 6, 2023 /--1 10 EiaEia mrountilig BrackI 0 -0 GauglI +V22-x4-1�_ x 2-s 2, Sack Cross Support (May be cii., lo W) See Anchor Schedule Right aracket (,io Gauge) BOW. 112'04 A32 Qlv� 5 ITYPI 414 D616na "C U utit Bvt t;:rn- Edge 0 1 ­--t4urricare sisvap jerkcak 3 in. front' 1;00t C1`055 SUPPMt Se*-Lockinq Nu-S Way be uut to W) Left urarket I ciaiI #14 self-0 Wrig Screws I 11TU Brdcke(� a Bark Ctoss Support Intc A/C Uritt Rmorn Side Fe Rarimeal, Sa Drurrehup; jiAllubte upon, imeeiriuma we=a too will APPI Floilida. Depafterd of Business & Protessionat Regulation di Blilding Codes and $tandtlrds Product Approval Application Detail F1P`R0R1t`)KUffC`%;T As required by Florida Statute Category!Subcategory 1. EXTERIOR DOORS M NEW MM& ]or% NIL a Oar& N N Somme A1JPr%wVAL TKON bHt:ET(2023) 553,842 and Florida Administrative Code! 913-72, please pro,vide the information and approval numbers on the building components listed below if they Mil be utilized on the construction project for which you are applying for a n I Number's, Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Florida Department of Business& PIroflessional Regulation pmd I or. Building Codes and 8[andards .2=22 Product AWoval Appikaflort Detail Cn > = 6 (D 0 CU 1� (D 4., U) C) C) 0 LL_ CZ CU 0 C) Cn E L__ W Cf) -Z� U, 42 cf) DIM Vero M01I C40W William yAllaidw Sugm[OW EDC Alip AMMM �51oaI Lyndon F Sdwridt , P Ryan J King, RE, (rr.,&= 07/121= 07111 luiarllml Apprwed Rwieon 2101 Themna-li'm Corporation Stew 3 Cartagorr Exaarx,, Doas L343-75M FIE-4S409 1813) n7-5555 SubCaltallory. Smrjinj CAIm6v Dox Compilarice 9,4111 Evaluation Repor. FI a FOI RegisWeul Ar&II or a Lic:e.sed Florida PruteasionalEnPrear FLI=M For ro, Name Ironer Lr__H%fl_V outede H assistant Emssure, PI Model, Neurrftr_ �mdortDIannistion CartractlExcl t a. Therma-Tru Fiber-Ciassic and Ismooth-Ses, Nomrst 0&01 Opaque IMIQ= yes Yes yes IrWA C*ni Edge Ftberglass Sogle Door 2 ts TrT@rrmaTruF1bPr,CW9vI and Srmoth-Suar Nominal U#-0,8 0� OPSI 2731 IIM2 41, Yes yes Fulk corripoeFtefidge 9debte(5) llnameiWOuhayAno�.AO. CX or OXO corrNuir"ong) 3 v, Thmyrrma�T I Fbor 4' .1aeI and Sirroolh-ldw NuI U#%_ 8 dquotImpadSquot Cpaqu� �Ml,1120x, Yes Yea ye`o WA Compolarle U-sle FibergI CWW- Doormith or vAnIout SI"Iftes, (1rzMr%Qut&v.", AX or GOCK0 con4uramano Nornilul 1 ul i W TZ11-1 Yes Yea yes WA 4 V Th$111110I Fbar-DOSaiC and Smooth -le, a awWrapactill'" � Opasm Composite Edge fterglIns Shillie Door an�FQA>&-na X confitIu(stioro 5 A, T�-_Jru Fumer-Cluem-nd8�1kh-6b, P4--1 8&0*sI &qL_H_pd&q.ol Coos- Y_ V_ yss WA Curposrar ii�oe ; terglass Surge Door vOth Wd6ts) (Irm,�sIoutamingI Ox or 090 coni'muntiI a f, I �`I Fiwr�cua= and op" IZ!.��G!022 Yes yes yea �Afk cor-p-orar, Ecso i�ilxrrgi.�A ON ore Exuorrmim or ohout Sidalitas Y_X or 0,10(0 coffisurati.AsI 9D­ Vea MIA cl. Themna-lr fu R hoI And Snryath -Star Nom�nat 1281 rI yes Y6,1 (syn"Irs Incge F tergla" sbigre Ono (ImmetrIg(Out5irrmo X ourrfigur6orr, 03 Im, Thrunma-T. Fibm-IsimI Smooth-Sta, NoTrinal 0&1 ftuot;lrft4ed&viAyr Glazed IMM022 yrrs Y06 CofflyxswI0II FWgilt"Soole Door"*$ M, Ox or CX0 9 i Th-nner-TT u �sar-Cb�sc and Nominal U*Sire &qwcdrnpact&quo1, Giazpd j2f3lt2tt_�2 yAs yes Yess WA Corproafte Ese Ftertilzaa Double Door wm or wkinnout Sidelly (49oAntorlLftong, XX or OXXO configurallonsI 10 f 7hwna-Tiu 17-ber-CII and Smootl,-Star Nominal WrR,() Squotionpactiortuct, Glazed IV310022 Y� Yes yes WA Compestre, EdI FiberP­s �sm;e Dow Ilm­Ao;s0ui_,s; X _. hgiumaft.� il I Tlher�-Tru Fiber-Classoc and Smooth-Sta, Mo= GIII I V3112M yes yes. yea; NYA Co Fiberglass. Single Door "Im, X0''OX, or OX0 12 1. TimpirmirI Ffloor-ClI and &,00thI Nominal WI 8qItqk; hmpaclAquct; Glazed I =1 Q= Y.� Yes yes WA Cornpoarte Edre Fitrourglass Double DooI or "I SOVIles XX or OYI confr2wallono , I ThermI �,UI and Smnoth-St., N.Innna I ligv- _�-pact&q.,st Opacruy I Wd I r![= y`ys yoa� yes II Co le Elle F�Iglaea Siroia Door wtim ll X0. 0A or 0X0 coriftwebon s) I In Therma-Iri Fiber-Clasax-, and Snrm#�Star Nomool 6&#3R a &qUo1rL-.pQ&AqI OlowsIe I W. I ygs yes, yes took CompI Edge Fiberglass Double Doorwitt, OsVO oorfturaion) 15 a. Therma-Tru Fiber-Clamic add Srnoothftr Normnal WI %quot:lmpcT8.qum Opaque 12nir2m yes yes yes WA Composite E(III;. Fiberglass Singlis DI SIdplssi OX or 0%,�rAigura5mg) t6 p Innarma-7ru Fflus-Zlirriow and SmocyliStar 0 &1 lumpac"ot; Opaque Im NommaI8493. $7AI Q yes, Y_ Y46 WA Comisoarle Ed;e FiberglAss Double, Door vAh NurOnmuad&quol� 11,dellbee, nrmymAngVCI 17 q Thaernma-Iny Ffber-Clasm ..d Smoom-Sts, NorrAmal (4401 &q�*Non-lmmpaorrilquot. Opaque 17J31/20M ym YM No WA Composite Edge Fiberglass Single Door 0nvvxV;0ulsAyrV; X camicurition) t 8 r Thwma-1 ru i�dw-Classic and Sirroolh-SaIr Nominal 0"3;­.8 &IiIm Non-linpactActum Oloaquo 1 12�= yes yas No WA Composite Edge Fiberglass Srele- Door vAh Sdisllue(s) (hrwMng*ubAMhl;, X0, OX a 0X0 zonfigurstronO I s s, Thurrrria4ru 176ar,-Clawa and Srmmlk%W Nominal Opax-jus I =1 r2x1_1 yet- V� No WA CorrUposlim, Edge fritergiams, Double, Door Wiftm. or yNtIftut sidelines XX Of 0xxQ 20 t I heme-Tru and Sorroah-Star Nonsral 8001IR.0 Opaque 1 Z131 j= lr� Y-5 No F114 4DIamrsoorte Ed= fiberglwas Single Door (hr­*qOvW-V; X �Afgurxfta) u,. PwrIvI Rb4rj,rCkI and Svno*�h�Stx Nornmal 8&4lI klicioatNon-ImpacuttI Opaque 201 `2022 11, as Yes No WA Compo-I Edge Fibarg�sss grI Dour Wth qdefitv(s) lim-mlioutemmo XO� Ox a cof=.rhI1MW 211 81435;0 tiq� Opaque ll�1112CYZQ Ire. yea PI compa'jim, Eager leftwouiss Double Moor Wth 0, YAJAI SiJekurs OrwinnorOutomirrit: YX or OXXO 23 ft Th�r*Tm� and 8rroI Nomrmall WAISR-5 Inviroonsquot Gined IWIF2022 Yes yos lVA cornposit" Edge RWgNsa Syngle Door (InmanZOUISA"yor X 00OFo"abdrd 24 x. ThemI FAnw-C,anic and Seooth-Suw Normhal W30-8 116quaI IrripasidItuoi; Glazed IM1=22 Yes Yea No IIUA Conq NIS Eyso, V4, Z�;=xo. OX or OxO corrsounions) Ttarn",Tru F-�ssr.riaeslo and Smoo*�Star Nommal 6&AI lllquotNon- Ampac"ot sua;Ivo 12131=22 ye% yea W WA Composite Edge Rborprass Double Door Wth or without Sicleldes (InsmnnW0utmnrnq: XX or QXX.Q confulturatinons) 26 m Therrna-Trur Fpe,.Classic and Smoollm-Star NoI 8MI &quotNomI rimpactliquol; Glazed II. yes yea No WA r-OMposte Edge RIWIIII 50 gie Door onsvArajOutsvInerg: X conligans 27 za TherinnI F-ber-Classic and Smood Paciftwot, Gwod t2?31,r422 Yes yos P40 WA CorrI FAe Fiteglan,5iinigre Door wAh. 4del AI VID OX or OX0 ozrowniiions) 2a zt; Thmminna-Tru Foer-Glu� and Sn�-SMT Nominal WA39�0 Squotilw InfazlAcrum; Glayed 112rdirem Yes yes No NA% CompDore Edge RbArgins, Double Door vAth or nohout Salobtee, Onvim NIClutrywirwr )V,� CoCKID A. SWINGING The rrn aTru Fiber- -Star (NON-IMPA Classic and Smooth CT) FL20461A +67.01 -67,0 psf 12/31/2026 The rm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 The rm aTru Fiber -Classic and Smooth -.'-I (IMPACT, FL20470 +80.0/-80.0 psf - 12/3112026 LU B. SLIDING MI Windows and Doors 20 32,11 - FLI 53a2.5 0.0 psf 12/31/ 14 PGT Series 5570 NOA 21-0205�03 +38,7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Wayne­mDalton Series 3000/810013200 #1105, (8X7) FL8248II3 +31.0/1 ps,f 12131/2023 Wayne-Daltion Series 800018100/8200 #1123 -1 6XIT) Fj 82481. 10 +30.,01-33.5 psf 1213112023 Wayne -Dalton Series 8000/810018200 ?--rl 124 (16X77) FL8248.11 +34,4/1 Psf 12"1'31/20223 D. METAL LOUVERED DRS Curries Di�hsion of AADG, Inc 607,1707.72T 747'. and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) 12131120r6w, 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 NA 7130(2025 Pella Corporation Series 10,120 FL11206 +35.0/-35.0 psf 6/ 17/ 2027 Pella Corporation Pella 10 Series FL16603 +60.0/­60.0 psf 6122/2023 ftAI Oak 2io CA92#0111 115" 'me y1srom Marsur"Tuilel C". As � valadvorl By vskI 24itmAmol FISCAwrol. AD e�mus A15MAI 2020 Sym.0AAwrt provd. hV ".h..lGaroarm K-. F. 11- P.E. L-k, B.M- FZ 12W2020 �2116I IW"_ 20 App---d C2d*o�Y. Srruaasl Componards, trr 7) 441 -O�Bir PE-7I 30k,;_ I Set, subcattearf, AT I CIA hyodtI Ral, Rpouft or Intrormadreriteds P I a 760,. a olly, (" Compflamurs Nth.�L E-luabamt Pprk s- Florida Fronlomd FI are Licornwml Florida Prck"lonM Lmotwer gwl�&nzffaae Gas q st A _r"LUsto Amxvyw�ff Rnm pum `M. !t "I t" Qu I" = hE go UNION, !1M RNMlwd EMMUM s, lynlfr­�- fl-.411-ftAon V-1 i 2ratrV4 Y­ Y- NX .1=-100 2 arrmrohar� VI #'Is*51 I poor Fu.1I Flod x pri Vemff.6- Veal $:rIv= Y. Y" N 01A Icn�100 3 orrwfvrat M041W 011140-521) rRijimadRonI I21341202s lr,�s ye; NAk �10[k�loo 4 " . It, Part - k a] 41540-521 luidifited FIWJ Vemt IM1117023 yft yes N/A +10IC-1100 5 SoMKVm LI #154aM4 1614U.; G-9. 0- Flood vArd 12qI res Y_ NIA WIN IF, W*WWrJl mWeW Food ldfrrl l2riltrW Irs, Vas MO .11:GA100 7 SM1,16AI Modm 0,15401614 14 MelwaI G.neI Dow Fkxd Venk tIzIaC23 Y� Y_ MIA WA B. HORIZONTAL, SLIDER MI Windows and Doors Series 188 FL1�5351.1 +55.0/­55.0 psf 2116/2024 Pella Corporation Pella Corporation Series 10120 Series 10 Sliding Window FL11161 FL1281 1 +30.0/-30.0 psf NIA 3127/2023 5125/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60,0/-60.0 psf 4/3/2023 PGT Series 5520 FL243�5 N[A 4/30/2025 Pella Corporation Series 10,120 FL6�694 +50.01-50.0 psf 711512024 MAY a Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MU1_L1ON Mi Windows and Doors Series 5764 FL15.353.2 N1 A 12/31 12024 PGT Series 5500 FL261 1 NIA 5,126/2026 Florida Derraftore of Busirseso & Prollosillonsid Regulation Budding Codes and Stanclaids Product Approval Application Dome E. OTHER 3. PANEL WALL !�Sdil axts Rau vuim Yakidathod Or &.�� M ffloolmef ABRL222W mat.5 Aremrwon 2020 OnI WI 1110. j"M SiMmyro Zschaly R� PAAM Lool't 01,rd" P E� all oQnsp fttgmzo OaGez020 10120�= A;PI Caregas; Rrdse WG303-ir'" md�100,1800 3ulleGaratiorr M" complamos WhAd, Emduasom Report torm: a Frorkla Rvorsterad Ambliec, or 3 W," sed Firrido Pre-0-ai lIngs- A. S31DING B. SOFFITS James Hardie Building Prod. Alside Cem2lank Lap Siding and HardiePlank 'Lap Siding Solid and Vented Vinyl Soffit FL13,1192A - FL13192.2 FL15272.1 - FL1 5272.2 NIA +75.0/-75.0 psf 12/3112023 121/3112023 Alpha Aluminum, Inc . Solid and Vented Aluminum Soffit FLIG544R5 +54.2/-54.2 psf 71'3Q/2023 OLMvAsmxame AW_QI for Use App000dforuss llsgw� I�tilklu MIMS QkRWRI garallen 12mg In 1111111 Italgaid MmIre =.ihg C. OTHER Symms ONG 103141% OLE IsOlIVIS ("I 17w, 11MG 20GS, 1WI112025 yes MIA +MLIAO ONG 5V 4. ROOFING PRODUCTS Florida Departirrent of Business & Professional ReigulIntion BLming Codes arid standavda Florida Department of Busirim & PW**3ionuad Regulation Burdirq Codes and ShIndiards Product Approval Appillcattloit Detail I ;­ 1:11 7 � �­ ..-- � __ --- - - , - ---- ---- I y1alou maiuldste W3 amlishosil I sidlel Madapird Malidat 2mornkcig :FKAM &M MAU 11 2020 Therrix-Trucarporrion VI jop�vson Lynoyin F_ WnIren II "i nN,FI DVIVZOV lb�i=() 041=1021 Dlues.2021 AVV-d fted., n_ FF�04M lins-rarsI Syryiezo Frl�iorDoop AsaI Curiollantt Method: EVId"Ition Repod it,= a M prolsomal DOTI ZLLMLUALEDAIA 2121101 hmuft Ser 110 %my', In NFA n 11 b 12ra"'AGS No ram, I" IVA te-nos- Ede. R 0 Vs�.* D-�, "Ross, (InlievirosArIsrolo- XO OX Of 4:rlO .3 v. Tr&m-rm Filyff-CarIsk And smooffi-Sms Nqmhala"39:6 4upotimp-laquol. Opswe lialro,16 Me )AM Yes MIA. Composte Edips Filoodess Daubs Uroar 00A of "110I Isa.11- unWoonliI XX . Oxro tondpastums) A. ASPHALTSHINGI2 ES GAI 3 Tab, Dimensional FlLiO"I NIA 12/1612025 Product Approval Application Det" Writ Review Assist, Inc. COMPleted and appr(ved ith the 2020 FBC 71h Anne Klahr PX2300 U) Avq '11111, Ud &VMNW& Edition B. UNDERLAYMENTS Tamko (for Shingle Roof), 151b Felt Undedayment FL12328 NIA 612912023 PianRevi) EN& or ;W got. Nod Pat r comp ianc? Last viturs, aleaseam �23& ft WWMW MEMMsk AUE93M R�yh_ 202, he AlAdown; sod Doors Rru Shirmner Luq Roberto II De 1 51". Mr lie. E IMWM20 loffl&2623 10j1%2GZ0 12ASII De Category E-A�c� Doom 0170 W-35011 P&S2514 lu*Qarroofy� 3ISroil Edrw DM AamLtoa ;wPherut Method EvsLorbon Pepw tom a "olift Rw.*Iw �crmjfte ­ U-sao Fl-ft Praf­romellb�dn­ In SE�IES 420ALUIQNUM SCD SERIES C20 ALUMINUM SGD QXQ 13OMW4 No yas No WA N(MM-REINFORCIED SSICG420ALUV4NUM8W SEII 420 ALUMINUM SI QX XO,)a tzia`14024 No Yft No WA astarct;yll"I 3 SEeE$420ALUhzNUMSW RISINFORCE0 SEMFS4204LLIMFNU SGUREIWOKCIEIDO� t2aw(124 in. ye� fe� 4 *VIES 420 ALUhMNOM SW REINFORCE10 SEMF-1420ALUMrPIU4$UDF�SIWORI-EDOX No Y`* An KI - X0, Xx968-qu0rxFAqUQL SERIES 420ALUWNUOA SM 1EINFORCEM SERIES 420 ALUMINUMO�0 REINFORCED Xr.1 Y­ Ire, W11 Plyglass USA, Inc, (for Tile RooIf) POLYSTICK TLJ �OAX FL5259 NIA- 12i23)'2023 C. ROOFING FASTENERS NOTUSED - D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918A - FL16918.4 N,IA 919,(2026 Florida Metal Products. Inc Venl RV10 FL215803 N/A 12/3112024 Lomanco, Inc DA4 Exahust'Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849�28 NA 121311'2025 Boral Tile Saxony 900 FL7849, 16 - FL7849.20 MA 12131 if,2025 METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 15OSS, DMC 175S, OMC 200S, 10MC 5V FL17679.1 +0/-180 12/31/2025 4 IL Thy-7. R­Cq­i� are Smoodi�&­ N".0 asm�o touvrAmpI opqw N. Y_ yes WA CaTip"na EUNI rilsweek" �;Iftoe Door 5 TNomm, Wj FliewCA$ 01I, and Sr%ond.Ztew NwArml at9s �o Hka Y_ Yes WA commI II FilyervI grele 0- kh 6 Theq�-Tsi Mer-irsatsk aird GmoI NormInsi kWOUI 0 &Cyjotlmmp.��ot, opy.� )I NVA, Cannotsaw Edg. FibmI Doubl. C� -m or ..,bart%dmilums �rsoofrVI XX or ONX0 �MNJI I a- lvi�-rnu fter-ct"Se we srnood,_� Normed esing 4 ow" 12Q­1f28N Me Yft yes WA CurripI Edg. Rhargly. Mrsi. 0- 3 U� thafrel-TAL, Wd srunalt-Sw N-mr.W Gatm-'s lsqua�impdL'Ist al 1 2M1.12 Pic man yea WA, Compo6k- Edge Fibendass Sinow Door W Blossoms "I a �;o _feemj"s� 9 Therywa-Trui Fiber-Clasia; and Snooty-aw Nommal jit":6 Graz-, 12n_TQM NO yes ye5 WA rompasn. Fog. Rb.4- _I Oder �, , WVIWt3drHR,e%mms"WrAdD �Irs:XX�Qxxo 'xin%VF&I 10 -1-r. Flber-Qsss� -d N-.W a&I IDSV2026 No Y_ yes WA Carr"t EVe Rterr" SlAnfit Dow -offlinal &salno AWMArroudsQuot Gurz- compoem. EVII, Flisengar" ft-se Door V­ 81*04ew Or,�ngi`I X0. 09 ­3,ko comfigunOwsl 12 9. T hrmyI Flo-u- and SirmIxlh-Suy Nominal S%zAd Y. yes WA Composite Eegir y9h000ss ly-bro Poor %Z or �Wj out4dyRol, lo(ov OXKO 0:4111;rWIMM 13 Nonr0a! 0&1 Awok*ApeV&Quot G*M 1 Z-7 V2 M N. yes Y. WA Mrsded Lvm Ompoide Iloilo RsKew" shak Door (0*009-001 1. P- Tht�Tml RW­'r2­ft end Gft0QM,&4T Norronai 66111 1,warimI No Y" foo WA M,4�d C.. Ceenlyaby Gals. Rr­qrir� AS-* DoN 1-1 Tftemr� Inu Rher-Cestdc ard-anoodn-sw N-InAl 9&#39 A &Wd:1rrpI Gh- No Y*8 yn NVA MI OpAt, cop -ter Ebp fib�gk- -W D.-Iih ­0.1 01-rd NAAerd Cie. lease" xx or oxxo bufte"[s) PL Tn-T. RWI 61110 SVTDOW­31.� Norriftim 603011A "ot:111""Cliot 0156,1" IMU202fl No yl_ Y. WA Id OYLO _fo�rahammr) 17 Is TIstima-7 ru Fiber-Oassic shil Smooll, sor Mannino 69439A op-q-� lZr,,ijI 40 yes yes WA Compow. EMe frib"glass Doub4e Door vA'b or ,Mkowl Grazed Maded upon &4mes (inass'SINWINAVIAll: XX Or =0 FIJI Doidafthent of SuivInass & loWipsalonrld Ragu Lation F.II W ding Codes am staird-dids Produict Approval Appriltation Derts 11 E [to- -f-elp MEMO -I a) > 0 0 (D 5. SHUTTERS A. STORM PANELS Global Protection Products G&iwlan�zed Steel Storm Panels FL1507-GA - FLI 507& 2 MIA '1213112023 2d-- 211 [this Panel � Deal II& almgul Flik-CAM Reiserr 2020 waws�oalw. a ul�islon ofAtemerrcl Dox 1)..Ym. KormI JIy,mE S.W- A*Inr R A.-, P r 111V1212EN boaW29110 10,7311 12RSM20 ApiI Ir orp", towl M4 � 7 63, 412 catuyearI E~or Dw� sub(oagarr- �_.] Eww_ Do. ftaormis M comVI mmhw! II Report in- a Ronda RK[oloiI chlo,�rt a, I orI HaOr Enornaer gawk 11u=M0 A-mysidletilut usseli Itioneary _Z Re*wk ftl4sur, I,tM:44sI,w1dlh tMirkr3 me YI. yes ­,100A35 to giaseroyiM �00 10 00mlomXII 1 6401 Ma width. i4lyaft hexhanighl- Gnong 42111 ro; yoy �63 -3010s­33 50 Iftrable in II or fik'NnI jedbon. 11 NOMlOM200 01124 15MW Moxm4h, 14MRS, Maxii6ght soong 120 112 Qs 3 in. y" yo �41013,30 All Am erican Shutters & Glass Galvanized Steel Storm Panels FL178691 NIA 12,131,120:23 6. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES l7w Building Components Alpine Truss Plates FL1999.1 - FL199914 NIA 121131/2024 MITek Industries. Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/3112024 Florida Department of Buldirless & Profession W Regulation Building Codes and Standards ProductApproval Application Detail C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL, L"23L FL6527.1 � FL6527.5 N/A 1013112023 D. MATERIAL Cast -Crete Cor High Strength Concrete Lintels __ NOA 20-0630. *15 N/A 9111/2023 Commercial Concrete Products,, Inc. - High Strength Concrete Lintels FL1774 N/A 5/25/2024 r �j I or D" Emid bus Nrarkarl N4mdziu= tawnEwAlkmn YQ&dd2am vag000d AdMI122d F5G AmpIrmai. An xatum ReAaimn 20210 Cunini0visionclAAW, w- Tom Ralay OL LLC Irry &I P.F 12M00020 1Zelr2Wn 12r-IM20 App-Ayd Owtopery: Exterio, Dwrs (841) 494-28ri2l loss) S4T-osda SubCaiegarr. EI Door CdImpommla CarmllarICA N1101had C*1WNM y4rK mr Listrig F a �IA$WTOWA AseI for ties Aotsey'44 for 11)" Imum DA" "!a S §MA raglisla-dal Matz RE &M limmoaLmi" g mutows Wk= DNUWLWM Itudid" moatum 1 W7.707, F27, 747. n?. lrl� Amd &41 Srulne.nd P.I mr II GszW,..d L.-ad "t-Ind par, of lzenrlm ye� Y_ Y­ kI holimmetw dooms. The products listed below dict not demonstrate product approolual at plan reAew. I understand that at the time of inspection of" these products, the folictwing in�formation must be available to the inspector on the jobsite: 1) copy of the product approval, 2) Fliorido Department of Business & Professional Regularbon Pas I DrI Building Codes and Standards 1151M Product Approval Appilkation Detail noride Department of Busine" & profers1k:r"al Regulation Paper d2 Budding Codes and Standards ProductAppraL ot Application Detail LLJ -5 < ...... Gala pal_. pro. III D91. RcI 2020 All Insiop" enI, Doors II Snifilltiff Amor;asn AidnAvasnil Stdwn M Urm PE iIA7MF t1A71M20 lird7mlo Appiwed caeoW AftI IIIT) M�-33919 W_ ft-t-I a mkkion I T1 71 al 7 6454 sube-'Millory: SnI Hunly amsmommiltImad.- cornpranom b4dow: Cerskallon Mark a LizAng Quift Asslam Az&mguwg Awtowtau stalit Matz S"* Produg Moft Millidtil ot kft Dmtw voirl"W'sn Aftwn2st am Hag ftlisad Ewan 2 105 SH 52x72 Fin.flarge Imme Simple Hong I 0I N. yet No _II Laminated MRS 2a 21IN gummiLumm VAM" ft RABA" Eac figgimat joll irron-61. Mhuni-VAds SI CER lifflaffli-Da-so III - V& 11tissmoo 104BW2.) 11 244NI Avoyes Sulne.&VI sadog toner. 0- Comilill- MWhd- C-IIIIII-Som Mark I -Ming hallitlad amd kmig DsI III ad.11. lllk�rffi­ M_ 0 .. dpb- Data am KIWI Wd.KVKZ R.MrIllarit ft- M Si-M-k Impirol MAI 1Mdmry own corw V. Y. Y. N(A APPLICANT SIGNATURE DATE SHEET NO. ONE%, A I 1,0 I IIIIIIIIIIIIIIIII i (1) (1) = Florijda Departrident of Business & Profess�ona$ ReguVion Page Sor 9 F forida Dopartmerlil of Btlis�noss; & Firrdessional, Rotpletxr aqc I d 1] Florida, Deper"ent ed BuliAtiess & Professional Regillatioll Page I 0 I Rands Dapoeirmard ad Business & Professional Regulation AAP6 q &2 (n -M (L) , -0 > -Id" C) Building Codes and Vandards "26,21022 BuildIng Codas and StandaW. I lse-1'." Building Godas and5tanclarcis, I AVRIV Building Codes and Eftradards 14?Z�l = = (a) C) i -0 Product Approval Application DoUil Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L- L- (-- (D- � ­ -- -- 7- --- - : - - -- ­- . ----I-- - ---- ------- ---- - ----- � - . . . --- I I - I - --- � - -- - --- - -- --- (3) 0 . .1 ,� I . 1� I - I I . I -- I I I - I I - I I �RaUm �: - - 1 - - �' � ---I - . I � I li 11 � Ir 1� � � 1 '', � � : i - :::' �: --- - -- - irl I �, � . 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Svindring Exterior Door Assomblie3 sjWereoraiiiitheirrialu,o) Ga"Alpatir, ~�­ (9�1)486-0100 (7813,315-2W Caa­-w AtindarrAs e-11M5.33M &1­u­ts=­A-hni- 6-11T)31?-&454 "Catead,T Reed b'dflV'q.'Qrn-'dL- Compliance Method: EvaluatQn Reportfr9ma an &bCateotry: Since, Hung jrC'.0WS1M@P0r'duW.a-C &-=Ierjury: Horlz��7 Slid. bA,nq�,@­d,� Cornplianca Iceland, Corta-ion W.,k Lonna a) -0 0 70 riorda Regartered Architect or a Ucensed Flor4a curnpliance mwb.&- carlik.o. man, ar uttr,g An CAVIVIrPritt mothod- CiAltIdWiln Wt ft LAAIA� � � 0 _0 Prafeew-ral Enginow ILE00-Nae, , - tIMM"14 ruchial I = Q *-- - = (D FLAM41dri? Products EWINAMEIRkals iledIty 65avisigiva bolinumm 911A buivered to: VA, Made, QaNLN Aswareat Avidawodfix Use Amiryod hur lifte, linaw Dealer alulb Adisaaaeld agill-AdadalluS6 umI�w lia Ma lmwj at�AM 0 Auracyadhar-Um 2= �: an b3MZ hIUMEA &Rqud-orm". 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Compoehe Edge Fibergla,- 'Wh No yes "D I'VA . 80 D�x SEWWS) [I U) (D " i 0- omfg..S.-) - -19110xoro)"o . - U) M 3 c T-t.w,�-TtuFb&.r-lo--&ca�dS&,--�*th-�U, Nw--41E&,t�39:8&qk.�tt.c.-I�Vact&quatO-ttu- `12C-Ir2m No Yes NO ntA = CU '�? i 0 FibAAipA%%QoMpoSaaEeqaDWbje0oorv&-oc �-- S� U) < vot*iRgkla4itm(insW,W,--umWng,XX�C=)= -0 . Wrifigurationsl � 4 Air ThPriron. Tar FiahriChisPiv, And �rirmodr Stair Norturial MOP 0 &tamjrjr,n,[dapAid&qwctr Crarilut IMW=2 No YeAr NO IWA Corri Edge Fibegiatis Siligne Door tfinsAAngJi0ulsAdnll;XcarM§Urabcn) 5 a Thernra�Tw Fbw�Oaase; arid Sivicath-Stiv Norninal 7&M,08aWzrNran-1rr"c(&Wot; Opaque, lzeir= No yea; r1b KA Compovft Edge Fibenola-m- Single Dm "ith Sidelft(.53 onowilipolielvang xo� OX or OXV configurations) a I, The-yul-Tru FILMP-G a'A1 StrIwAil-Star idiroleal W#Mi0 acivotnion 1rnPa&&QWt Opaque 1 11�151 QQ22 No yes Nio I ""A Florida Departitiont or Burtindis,% & rirofePwWal Reauhtlon P.,", di %rkla Departi of Easiness & FiWassional Ro-gailiation P,Aq� 1 .F I 1`1011da Departmerd of aush"G&PI'Drauslonal Requisition F.W I '�" I Compidide, Gdgee MIA"Aar", slinge rAdor Buildii iq C odras arid Slacclascis V'QW1 Holding Codes arid Slandards IWO,. Building Codes andStardaids 10MI O�. npeavurwing; x Porvigurato") 7 g� Tharaze-Tru Fibor-Cladisc �d Snrooth�Stiar Nor"n] 5=19.0 4daAAiNi;r,­1rAP;ad&qUoL Oparque 12)31ra= Nk) yeei No WA Convoodis Edge Fliatilass5ingle, Door Asith Product Approval Application Detail Prciauct Approval Aplatic ation Deftill Product Approval Application Detikil sdgl&�(tq onavvingK!u[sweg, )Z' OX a OXO -1 - -- I I -- 11 - I - I - � � -- -- . I . � � .1 I � I I - I I � .. � , I I - ; I - � .. � I � 1 - ­ -_ - - , - -- - ' ' L : � -- I � - �­� % - :1 r - on liguroatorts) 8 IT TheranAP-Tru Fiber�Classic and Snvotlh-Stor Nxiintil 58#U;0 &Arictihion4mloactliquot Oir�4u* 12AIrl= Nk Y" No WA &SQ$At 1- 1. r - - I � � I . . - I I � ' I "Q2W I I � I I - I � I I L . I 4014 I -" :: � ": I � - I - : : - : I I I � I I � � ,- , I � I I ­� 1 �';!::::� - - I �" r �� I � L 1. ., ., -­ ­­ � I I ' I i - ..' - '­ I 11 I - I I � I I � -1- . :­-;::­­.­­�':' �:: ' " �­ Z-- Cbrrp,Pirria Edge Filiw9less Double, DoctivAh n, Lt6 - � I I I EI[aild= pia. 18A Dan W-1. 'If �r 22119 . xdftilt � QVIA ada UdLealliam Do I Ir I Calm ­ '­­ � � , � . - r Uft I r, I - " � . . -- - - � , - I 211 !292 bodim AM .8,cro'gidAldids (I riverArsolasAing: XX or O'K40 I cortipurations) 11am yXI;j= ftunehirw 4:29trj Catalan A Li�'_-_. Xot"W'd 3, -p-maw ArelidAled %AggRIAA IK'Aampgal - -&�-xivd 24;1a _ Vilibiva AP I aboaijfnal�' I � SmAtt VA"dat XWAW aftwillsill F110 &RMM ftwil; VIOL -Tia %tW mangfin= ctimlial ymkwsd 94 gaw2w-4AMM InAl Viliddo submithal FU&Jacrialial Ationorm ago I 9 1. Thorne-Ta; Fiber-CliansdPwld Sitlooh-Stat Norraval 0&M:8AquAt"br­1rnpa%&quar Gk---d 12mi= No 11,04 NO PVA Aur"Aaadh 20N PGTInauilr1re J�rni Rimmsm 0­9­0.ga �--CO - CER hfia�-D�d' 6CCO --'-�- I Iftr2o") - 1 P-1,7102i) d"i"N13 ApI,­d I Rer-'� . 202Yj A' 4A.1.4--d! Do- [A.9=114' ­i� q L ­ PE C4­ U �)A�+r- Pa IMP"In IWM'2626 i41122020. 12M.", 20 Aw*,,rd Affirrrat$ffl 2D,G Rot WdusVies Jae& Rosov* Korntrtaft 5CC0 - LEK hearnroodo ECCD - VAL 11�D5K2D20 1 IX&M20 1111412020 Appir-ail 0anaposim- Edge Fibenglaw- longle Door C"to"t Wn,A,­ rNIjeefi-0-100 (7rffi315-2SW C-----T'Afind,'- �T'n3p'-"W- PE-Csi`; (71-03-.7-W4 CAQAW: W'-&-� wi),utirerioj (PAW 315-2590 (11swor-vtoWng; X ao,feguralton) SukAuau.-Y: 1-o' .1-MISORPOOMOU'Aro., 3­R-­1,A.gc'y! klu-p­ t11�1)n7Fit,-""�C= Subcataidnar- Rkeli­ y0so"IdepolneuAWE&C I L) [ ThanniarTm Fiber-CiassIcand Srrooth-Star hbrusaal 5&A3@;9Aq%dotMNImpact&quot, GlAized 12r3lf=2 N'r Ym NO -'VA Com-pil- NAM.& I.Mileah- Par-, � Ud�q - . I CWWIIW" Moan= t�LaWon Report NP, a Convil�uxim.d! C&SI-e- kkeri� & ust.na 611, Cxwiotaift Edge Rbe,Vass Single, 0oor Win, nonid. FlAoetarvd P­hif-t - � B­d rloric�l , - ,iidefeed'sl (Inawr9ADids'-driet; X0, oy a OX0 F 6#20-M0124au r"A­."I Enpn­ f AffiktmAft 9.1102 it k Tharm-Tru Fiber-Clawc, and Sonar oth-Star -4prabons) . I"HT.-Ald Nsi"9.'8&qUnJ4Q�lnnPKt&qUtA; Glazeil 1 =I Q= NO ly CA "k, Pit'll, 0ally &I-adae =_ Aeagg-,-PrP L'Sil &Wm--d1--1!2M '.,Rag 04that . IFULIULIALL5 ler=&L- I Q"ft Utuadoe AWalleal aid Usir kalla-,yal Tor use them Ream Co7vularx, Edoer FlAtfiram Dooblo Docx­ Wh -i sovir Noduto Mialb, Dididerr W NAto prodid D.-nel'. C my �.j faIA-, Aid 6L3 Q,e ;1 W.ar. � R--'- lay�.r; imp NOW *am flumbat or Name laralljor elliAPME'Ved comwzmat�ump.mo - 10 UK 99taft. Resistant Prolma, Wthrout strainers (I MWOWGualaieng. XX or C 5 IAN-55Vi iLaruP Musa,, I-p-di ,W F..d A*-. � 4�V-411h-2� Y�- y- -�- WA Q,ald, AM,,aaq ,nanoAs" I. u - ArionaVod Tor U- AVOW ENisacin I Mullato tor Ain VoorA And IhftdoA,S Aluftiflum 10AM.1t 0&e1Td2Q13 Y'df yes ys� WA vsriffiguratians) gawt aE--x;I-WPdK. ljiuranbff�jeaadr -tAidvc 0-atinhoo CAM-, lor."lon 08, '. A�&Z guiggLAM R.5111wit Prissunt 1 � 1. The,= -nu F.i,er-0aA,Awc-.,a Smoolli-star nborenal 7ON' .0 aMiastirrori-I mpact&quct Giened 12air"022 No yes NO An, 5,&! lw�ej�e.k-­ W�. 11-SI121324 lf� V. Y.� WA Comptemto Edge Fillwithintis Single U*or (11"ng�Uwhreving� X xwnhgeilrwbon� I � on. I I-nna -Tm F�ibarJQlaa­ra and Sneceith-St- Niituna& 7A#39',0&qwtX.rAIrdp%x;h&q.ot Glo.eW 1231 JIXQV22 N. Y.S rka ILIA 0drripositir Edge Pdarglases Single D>Dr"t Gdolde(c) 0nsWrq0uhP�rW.X0: OX" ONG configurations) 14 n. Tha,n�Trj FIber-Clasric and ShIcath -Star adim-mar 8U39;0 &qtArvNo,l ritpact&:axit Glazed 12,31 rX,42 NO Yes No MM Qxnposlba Edge FibIa,glasei Single Door J4�vangrJutsrwvig; X Wnfligiffardon) 15 o T he"rta-Tro Fiber-Clowre and SnvWh -SW Nxne'4 V'#W04aiU0tf,4c�1MAPact5AlUot Glazed 'alf,31'rKQ2 No Yet, No PWA 0a,noorioti Edge Fiberglass Single Door Wthi 8,061,10(ti) (InswrigoutinAre; XO,OXMGXC I Flodda Cla�partrriewt of Bulriness & Profest;iona! Regubilion Papal ,AI Florida Department of Bwinciss & Professional Regulation P.w2or2 Florida Depaftent of Bushess & Professional Rep lation P.oeld4 16 p Thernraill'sau Fiber-C and Sirinooff-51a, . conlIgurational NmM%0a&Ja%gZ aiquot,im-n-AmpacAquot Glazed 12131r,022 No yes, NO IVA Building Coclas and Stendard& 1�ev.11' avild'ing codes arel Standards 10)W-'W1 Building Cows and Standards .W102) Ciarrlpateta Edge lalbergl&Ps Omble Door A" nr wilixaid Sedeldiers 11 risorm-luta,mmil. Mor 0P%0 Product Approval ApPlIC alion Detail Product Approvei Application Detall Product Approval Application Wall oorragorddonii) -..--. ------­-­­- W 17 % 7hortrow-Tru Fibler-OWum And Smooth -SW I'lotir,nau am" '8AqV*j­vr"]rnP0daqUoI;' CrAIquo 1213IMM. no YeA rkl Pr`A1 I - I I I . � I I 1 � I I . I I - - - - - I -- I I r i 0: �:' � � : .r ­L: , . . I - - .1 .1 I I - - I iiiad , - ­ - �� I r� ' "I �: I - ­ . . - 11 �� � : , : Fz: � ' � � � - �. ;� 11 .1 111� ,� 11 I I I . I ,:,� ,' � � - � �­ 4.� � � �. : - j � I : � I - '� :' ' --- - : I 11 � 1. - 1, ­111­1� , I , , ,.. - r' : r I ., I �' I 1� 11 " : : : r .. ,� , - . 15� . - � I I I I ." � I I - � r 1, I r - . "2 e ; . : , 7 � r . �­ � ; '; 7r , -'Z I �� ­ - I . Lwll I . �'­;-. - , Cckmooa&-.Ed.ge,Rb&Vla=StiigkDDQrwlh - I 11 I - I I -1 -- I . I I � - - � � .� -- I O'k - I WWI -Ak . - - - - - - - Twinsom (MaWralikkierwirrZ OIX ocrifiguortiol �Amoqiem " . Ili � , I I I � - - - - - - - - I - - I -- - - - - - . - . � . - I - - � T I I I I I - I I I �' - � � I - - I � � ­ k � � �r :� , � � - - 11 I � � - ' r ­ 1� " .� : � 11 . � I . - I , � ­' I �4 . I , � - : � - I �' - , Z1. � : I I - I 18 r. 7hem,a-Tru Fiber-CtRear and Srwo"thr Wmiial 8909�6 &q%xrt;No-I.pa,,*tA:* Op.q- 1=1=2 N. '11" NO WA ae Emily or 2dk 292 OW-Plusling Plor L-A bmty 201. 20-1 Date perialue 2ft !22k EmbL2L 21M go Ra Fograllm 21it Cornposide Edge F.Ilengladia; Single D.o­Ah I= Yars blia-virfachurar Collect 9WALILKA15mu yBed'a"d at Validated 8.1artritlirid ZOLIANU= -ARUM_�iw tif Im ymm) mulaw-lit &V--L--- givareparsuarsis Y911ildeaLlim. Esc 80"Mg hkaum &&am ITIM ylitaidle Alanglyclury Conrad end"aff a. L V811011jed &V mAmigid VI&A-wal A920012111 311"MIL Stralft(e) ­6 Itnonatc. (1­910.1.wra: QIX0. GIOX or 0#0X0 confisurabor&I Raji.1- 2020 JarA.s Hard!. eulkiNg PfQdeCt.r 'n� Chad DoPi,b V. ArdrA-! 7ar, Jd'n'9Ai4hafA1 FIL' 0 IAIW07i i:v"ro2a 011W1021 'h's; rl-C Apr" R-- 2020 A­j. 1,11.1i TP-p­ 1 'd­ F Sdh"'3 P E4 Rya, -� Krg, P F- 0 211 U-20 2 t 021111��7 A tl=rA7-1 W3=1 AooioAAd FN�1'6- M" %q "alrealeflO, fobutneqn1w John VV, Khaze,41,1% 12MOM22 I2e17,'2lr­" 12rwam 02jo7M23 AW -I 10 a4 TWAna-T. F bte-Olovsk ard 8"nooth-I.Xill r NarriirurI F,&"0;8&quurNqn4rr,psVAqwoT Opaque, IMM2 No Yes Ns NIA ca%exr. P" Wals Will 5413-9?51 P,F 6 r 6�1! '351, 12) 56? 2: 511 15 Caraawyt R*,. 0 V10111 Z3�0m"�� ­09 pi�-44409 012i �S-7-556'5 calartion, Rareano 9BOD)TW3411 pc-eme �SPIJ M-6224 Campania Edge Rherl; AsA $Aille Dodii P,di% SabWoopqr: Odra �*�d.dsrrk�a mn-hard s.hcMw2.rr S-Ril. nlh�­ 6,1khr a ihibC4hqi-y7 AAOI.� ilrhrliles nroishillararta. sdkaka�&) 0 r,W'4rq10WlA.&i'Iq: X0, OX or QXO Cortill1tor" Vaillod,Ewbatiori Repair tom � a- C�WE;rma�&Molhod! E­w Repettm a comerlarat, method: Evahistim Repoarrom 6 mi Continuous Head end Sill Wringurabona) norift Reatwaured Airehileat a, A LIPAnsed! frorku � ,94tv-1 kd­ � e ItumstIl Flo,W, F'wd,Rp FI.ddQ R4V..dAAPrflM.l ar. LiAtatiad Morkh. A� t TheurrAo-Irm FIb­Ciass6, and EnritA.Vu-Shar Nominal 89031k.0 &qLkY4N�9ft)5aDt&qu6t Q,�qiia 1213IF2= No yas N. MIA rird"eomw eagin.. �Wtaeia.sl Engineer prdevvirion.1 Ene- C�onrqaofldsr Edge Fiberglass, singlat Door eith schro.s(a) 0 aswnglioutweitra, W, OX W OXO FLj"1V-,WIArPd,;ts LAM272,81 tgglM ru"OU-4luft9om 21 v The�Tm�F�,ber-r-�amiewdSn73,A.Etw Contnuous W,,W and all midiQundeirs) ��rjnilr,906&rlg,g&qtmt,P�oq-�PVW&4uot-, GaZOA 1224,r= No 11, 40 WA CIgailryAw,ay. AlharsmidjnrUAq �WVA-Alquust Trup-A D"101" 9sialb merrente: 622=251.12IL9.99 62tmadlgLm b= 2claol QMX,A&mnm Awail� AELOMEW-gs M!M& antNL Cumr�­%rld, Edge FIberitaK SN& Caor vAIJ,: fierk a ZE"�LAIIUM= cSsioudlinikarldri" AIJI:OPH'�Z Oidad-VtUL fida"lant ftrsihirt. S-�! A 001.0 10 APM1k, LI#F- ­­-M�- Florw'Lpak�WNLJ W-I RON-WTEW-10! I aitral - III MVWZ 019did, HWKZ It"WaM pr�nq au E'orhy midan, "vollim or NAME Floem RM'IR&I gmtog&Lulenvao Int flnZ -Q9ffA Ream Prim. sdalw-14 0 nsV4niP0utPAAW:.XQ� OX or QX0 I CAervi-ir LAP &iding %­­1 erp �k!6­� i Z 1 I r I 012111A III- 'I- HA N,�'A .1 " &rPrx'7T&'W,vT '1.'+.r,rW Vrrr'arG&d"'*0&'rW l2rr1T,2M lj) yes NO W'A I WLFAsp��aitRcOShN�oskspist�hFKngp�HV&iZ Fic,ageopperit.oA4 3-19b, Arainatea. 5-hia, &no 12MM25 NO V" MA WA ceribre.tout, Harld and 59 onviefinurationsl 2 HardePtank LAP Salta IiPIA,-eneao Itr Atari, V211MM 'Y'" Y� 9A A'A 2 h &WaAfitin. T4&q..t; SafAt %­.1-5didwyk-ltdf , 2ol Q-023 14. Y.� No MIA juradLb­ hiph-ldim .Aphaft 4uneles - v, The�Tnu Fbeir-Classivard SroDeth-61tar Nominal 8U39: 0 &quot N-I quat U AM I M t r2 TZ2 Irvaiallir No Yes 1`43 NA � - I &APA! r.-ftViD, Wiled. BWWMID. �4* vert or wo ve�l sore 12t]IIM2� P41) yr. NO Re& GDrnpaske, Edge Fiberglass Sinigle Door vAth I 4 &q-­,arM&Wat Sam VAr' - �d VIry. QM I W 1 1-4 0 2 3 Pj. ye. No WA SclaRWRI 0 "WngF0utALerqP XO, DX or OXO & " Viva2nh.�W DU&W1A­'&PP1t v - T Prr S d 1A vrir � 0 --a re 1�rAM23 N6 y4l NO MJA 23 YeTh ��Tfultlber4lasad�;Ax[Sryo&�Starr C,ortnuawia Head and Sm MrAlgirrations) N,Pm1nalt&K&,6 &qW,Nnn4ffaA3et&qua� Opaque I 213 I eM I � ", No Yes lk� WJA a f &,ruai �,p.,Sf.ri�q­L 5,-- varr., - &�i ri)"ptl Sale 111171120n. M� Y­ 14. W. C�uc�apc,sftctE-IGeFibotmtu.�Ck�o,rPar,eby4i'Vvitt�I ad*Wv;tluwslowww�w,XA)MQTXy�'i�K odinfiq�rWaims) 24 )t T1hoA­Tru Filaw-CLease AM &010oth�Staf` 140-nall ,D 9qta:ttPhorr4mpaDt8quot; Opaquip `120111= N.) Yes *1 1411- M�Edq. Fiftrilleue Dotl� Panels ,ith V.LP-ld SdeAi (I reaernWOutliteng)(K VX or XX-Xx corte-A-W) 21 y TAn,rvr,Trm P beir4hia;Oe and Gnmoth-Mo r P-orninq l 6WjQ: 8 &qladrNOM A AnAMICIatlijot Q 10aea 1M1rrx=: No 'Yes t'll NIA r�rnlairrtdr Edge FIbefil [an D6W Panels -Me, VArded Sidefiao(AP odsivingliDuattmag: )0Q=oP,1W,K Florida DiapdrWrient of Business & Protesmonal Reglulatort [Ar. t .r, Florids Depar"ent of Busiress & Prollentonal Regulation P401 All Floods Darpledirrant cff Business & Professional ReHguiefim roger I Ar I oarliouradoes) Building Codu5 and Standands 1W2&1" Building Cocles and Standards ia2wl Bid Iding Codes and Standards jV=1 26 z. ThenreirTru Filaar-Chresk,ard Smooth -Star leonarall 8WW;0&quot;N�A­invavAQuot �­d 11-31124= No Yw No t-VA Compositer Edge Filberg lasa Coor Panails AW. Venlael SdeWQ II Arsk%ingfOutswint; XX, XXX or XXXX Product Approval Application Detail Product Approval Appliraditan Dietall Product Approval Appilic ation Detail ocun�nhofla) ' ':� 'r I 1, I I I - ' - I I I I I � I 1, I 11 � 1, L .'' - I . ­' I - ��' - - '��-'­�- 1: I '!,,', , - , ': � , 17 r 1,: �:� : I ,� - � :: 1, ' , - , ,� , .' -"- 2) Zar Therritia-Tru Fiber-Ceasic aid Sff)Wh-,%r NonArall a&M88aluotNort-irrolicaftuat Glazed I nV4122 No Yes, �1110 NA Composite Edge Fibers [am Shigie Doorv,--h 3%*W 0 jit d� I!* ,A ��- �r I F : I � � 11 � I I - - - � : � I . nal.ftludliT I � I I '' � I I � I I I I I I �' . : - I . � '� .4 � . n&M ", r I I I . I � � �: �' �' : , . � I � I , � . I I I �rlrl , . : I ., I � I � : � - I . :: � :i il::' � il� : : 1: : !:: � � ::�� ��,': :::!:�: :!:�:':': � ' � ", � . � :!: r�l 7. �� - " 1;� �: � I I I . ' L ' ::. i '. ­1 ' :'��T - I . ��. Z Ddelae<sl �l nsveontaiDubehAnd; X0, OX or MO r � � I . � � � � I . I - � I I ­-­- - - �7 1 I -- I 1 I I r � . 11 I 1. I - - I I 11 ,� � I � r � r I -­'- , I I � . I - � canr4uralions) . z2ft- Er*, � Palk .'Sll Reis; exua- ko: .C11da trourer Dart Pat, DAO purallia Port Sisk 51110h, 21LO Dealt 2aretrict 2& 2e zb. Tnerrina,Tru Fikber,r�lattucald SfrOW-Star NoMi�IU&P�3g�6&qbot,Non-InVaDt&quM Glazed 1 ZF3112022 No Yea, PID MWA, Mug ymadon Kaner'nenu cz'Aod 6.01nent, & Lk- Volidabid IN Vagdaird sulApilled Fff&Ammvd & 29ank T'A'A V.Sion RhAwl.a.- C.1k.0 EngAeoer 4 4kiem VA"ot; & ve%dapa; sub"'An"d ;,ac am,- A&,r man TwPa ep­ Manet..oune, Caried ffnalle- A It Varldwsel By V.11dulaid IrikinAtiml ABC AM ftw.." 9M (!e:lnnpowto Edge Fiberglass Double Door *ft R.A� =0 TAMKO Sul Rocirze LLC KcO Won R Pool itenerre" 14A15 � W, K"00,W) I PE 10'qm7o��) *WS`W:29 1�'11�0'�o IZA-Z'W20 Ap�-ad P­ K12,i) L.11. ThwvPori� Inc tbti '-fry tion Architecture! Tor'y C"iftnao 2--nary R, Pritle Str'.n ht �".'h' PE 09H 7r-kl;lj (�A,�q&'X-n ORA22rA23 12m5mx AW-d Rwoeo WW F144do Mated Pwniiarift its 0" jW" JIM" L fla*er P E4 stenean a ur" PI; OW27129-4 ow5wm I"'Dwa2a 12n�w AN. -Al MOP,08idslitenifirlawnrarOutstAhPi OX(0 catfoxy: ROW-2 Wqi 324-6844 PE-25A,56 f95A)?72,&724 vt�­­ranarri,JAMCDI (0130M-M456 PK,741)2� Or n 317-2-454 ilauqW. Pooling der,I) M-44M CGUCK EPqAAed,g i717,) W-e4o,i 29 xc TrurnhwTru Fiocl-Clas=- Wal 8nn-ocith -ft, oarifigumlaffl) Norninvi SUM 0 SquokNon 4 wRacillici Glai IMV=1121 NAL Yes No 6111A SubCastruer. Unaeeneynnsnl� ­'�W.0.'Ako - ��Wruury'L Rwrling sebtAeAdry� rix0rd, A�qmwitr�; Ihel oroea t - YO 901--lb � W. A, PA M � ItubCal.Ranry, Rocang A ... ­ri­ truti - . vwlfaftarrna�tt­ F!1�31242 C�.rnposits Edge Fiberglass Single Dow wth U439,,O Carrie Patt a Mothrill. En Welivi R ti)t,.L tma o 'rmo-ra Part d fl-le R-2ing S'-A­ PAMor4l No oflin. PeJang aywitn" contallaineebrehod; EAtluttim RAV-fron, a Sidolb�,% f PsWngiiOuts", X0, OX or OXO I.. ' rlodlko RPgWV1W 401,Rccl ter U(Ar�-d 11�-da P'AIta.-al Engir.arr Corrip"Aff"ed AildbrKLI EValualiaM PAW Irorn a PhAW. R-AW#d Ale U-e.d fl�= RM62 Ra#iA.T-t ArdlTh-q � � Lk­d rlAgda MAY 30 zd. Thernno-Tim Ftaor-aausro, and Smooth �41tar ==8t&d#h9 G&quotN�4.paAI&quct Gla,zfd 11-11r1m Compoare, Edge Fibeirglam Double Door No Yes No NiA I'LiM&M-RA "ivds -A --a PTOP�Pxna Entarrao P"A.Wanu. 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March 6, 2023 SHEET N0. PA 1.2 Cn > 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 1 YJOI-2020 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updaril 1[2cor2020 �31 Simpson Strong -Tie 2020 FBC Approved Products updated 12402020 Simpson Strong -Tie 2020 FBC Approved Products Updated 17r3l Q_ a=Part drect Inks to all l approvals Ided below, For Al ll to 811 68T anprovirit, Wed bell � i IC K HER For dil Ii to all WT appricial Isti Delaw. L_ LI F direct Ira to all 68T approval fsled bl g&1QiL_H "R cr 1 For addhorial Information rin and MaralCoill Coun regarding FlondasSialthil Prolul Approval QyAo ty Nottoo, of Acalical NOAl For additursil Informahlion rail arrang Floall Statewide Firodul '-pprol syet'. an it iviami-fill Counry Ncl ofvwcoprl i NOa], QMI�K tLLS- For rialotiorial inforplanort higamill rixidal Sratewl Product -Approvell 8yarl an d Niliar4piodo County harder or Arointiarrice MOA7. il K Vi For, regarding ricodws atatinwide Produra Approval _-ywenn and warrit Cade Cal my Notill or Aa�ptal (NOA). ;am -H HU S, HUSC steril hangers Face-rinount hangers available in Wdths ranging from 1-W to 3. 9116" and heights ranging from 4-5116"to 11" Conceakadfainge (3) &&I Ergggliagiilal dUM k9r gl; UMMe EmagaaRtilawliga AW P-Will fteli bwlisr or NjIM2 version ?H USC) avallil for models having WIdth equaltD or C) I TillonSbarriless Steel Concreele & Masenry Screw (TTN-SS�l IM" diarietteIr Titan stainless steel mascniV sonsil I A21 � il An� AS4, A35- A44 Arill 1 Ef, B�li2r E'll' 1 Bilck Ties greaterthan 3.9116". = 0 2 APA21, APA4, APAe. APVA21, APVA4, APVAS Cutdcor-Acrents, Angips 2 CNIST12 CVST14, CNISTC15 CoillerIGAraps 12 IU $ tietriers hangers Face -mount hangers available in widths ranging from 1-7Srto 3. :3 APE144, APIUii APVU65, APIOWK APBa6, APSWR, AFU1010, APU-I OutdowAr-ol Pc�tSasias C-814, CS16. CSI& C_�O. C522 Coiled �oraps M" and heights ranging from 9-1 Al' to 16", 0 APIA144R. APll APVB66R, APV888, APVBS8R, AloV131010, AMM1,011 OR 4 CSH PI 8, CSH P �O Coned 3-naps 13 LGL;3_2^5,SDS, LGLM ll LGU5,25-SDS Face -mount hangers 0 4 APDJT2-4 APDJT2R­d. APDJT;.-B, ARDl APVDJT2A, AP1,1DJ il AII 12-6, Cilutdoo, Accents Deck ,cstl es, 5 r l"SQ1 8 Compriiiiisiorel entibriStrap 14 LLJ24, LU25, LIJ28, Ll FOrCe-MOLInit hangers M > &_cL# PEgduct likidall. Number or Name Product Deacriation APV DJT 2 R -6 6 DSP, S&P TSP Stud to PUte he 15 LLIC2117, LUC2102 Face -mount hangers U) E 0 I SID1 01 12DBB Cutdoorfitocianta Connector Screw 6 APHH46, APHH461R, APIHH610 APFIH61OR 0utdoo-Airc-ents Heavy Hanger 7 H1, HIUA, 42.5A, H3,116, H7Z. Hil i H16-2. H16­2S Hurricane Ties Is LUS series hangers Fatioll-mount hangers available ir. widths ranging from 11-9i'16"to 4- (3) 2 509112, Sl $0101,12. SD10212 .5--worg-Orhe ED Connec-lior Se few 6 APLA, APIA. APT4, APTS, APVL4, APll AP,174, APVTS Outdoorl-imenis L arid T Beirr,tu-Colurrial T-ill 8 HIE 7-2, HGT-3, HGT 4 Heavy Grit il riedown 5/8" arid heights ranging from W to 10- 15116' Mi 3 SD9112SSI Scgi Saon;-Orlina SID Connector $S Screw 7 APLH24. APLH24R Alil APLH20R, Al APli iDuitdoorAcaeriiis Light Hvingere 9 H.S24 HurricareTie 17 NIGU3.031-Sli MGL16�25-SDS, MUL)5.6i MGU5.02-51DS, MGUT.00,SDS Facia-mowrit hangers 1E 4 SDCF224`_. SDCF2251 Z Sli 4, SDCF22700, SWF22858, SDC'--221014, Strong-Orroa SDCP Tambeir-r-F Screw 8 SVLZ Brick'Venotarl-edger Connector 0 I-ISS-1-SIDS1.6. HSS2 SD53, Haa:QI-3-SI)l 1­18,�-SD:53 Heavy Sturd Shoe 16 MILI series hangers Facia-miturit hargers available in inifts ranging from 1416"to 5. cn SDCF221 I �A, SDCF221 334, SDCF271968; SIDUF27466 9 C8T2Z C:RT4Z Concealed BearriTnic- 11 HST2. HST5. HST6 Straight Straps lill and heights ranging from e-1 611 (I"to 119l 5 50CP22431i 80CP225112, SDOP274114, SDCPr2'27(Xl 6D1,P2M58, SDI.-P142912, SDCP Trail Screw 10 C-IT3Z, GJl CJITSZ� CJT6Z [.'�,circoand jotRt I ia-� 12 HI 816, Ill HT S24, HTS231 HT5330. HTS30C Heavy-oristStrap 19 elU$26, MUS28 Face -mount hangers SDCP221 V00, SDCP221 134, SLIC�P`271400 11 DJT1 4 Deck Jol 13 HTSQ'6KTl i-1r,_,Q2rKTZ Hl y Twist Strap 20 SUR, SUL, SURC, SULGsenestrangers, Skareed lice-mouirthangers available in writhe rangirig fil 6 5,DHR274C6 SOHR27614 SDHR,314000, SOHR3!614 Strong -Drive -SDHR Combip4lead Screw 12 DS Dry Wall Slop 14 LFTA Light F nor Tie Anchor OJI 6" to 3-9/19' arid heights ranging froorl 3-1 Ill S' to 13-aef" 7 SDM51 12, SIDS25134, SDS26200, S-US252121 SOS253DO. SDS25312, SrM26412, Strong-OFive Slag Heavy-Outy Connector Screw 13 FCA. FC5 FrannintiCipto 1 -1 LSTA9 LSTA`12 LSTA16, ILSTAIS'LS7A21 L-ITA24. LSTA30, LSTA36 Straii Steps Concealed firmileversion (SURC, SULC) availablefoir alcouble, SIX525500 14 FWANZ Ficundatran Wall 16 LST14go L-STIT-.1 Straight Straps 2X and 4X models; only ac-urte flange is concealed. a SDS25112-5-, SOS252OMS, SOS25212SS, SDE_-5MOSS SDS25312SS SiJoN-Drive SM Heavyl Connector SS Screw 15 GA1 I GA2 Gusset Angics 17 LT021[t LTEAC Bridging 2-1 U seril hangers FacerTi nt hang eis ev stable in wafthr rairctingifirom 1-916"tc, 9 lilDWF2716, SDWF27--10. SDWF2724, SDWF2726, SOWF-27-V Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, Hil ST. H8, HiCA-2. HI US, H14, HGA1 0 HurricanaTies 18 LTS12. L-6,16, LTS18. _T_1;;20 Lg ht Twict Strap 6" and heights ranging from 2-5l to I I-1W. 17 HCJTZ Heavy CorceatedJoist 19 MGT MadiumGirder, Tiodown 16 HH4, HHG Header Hangers 20 MST27� Ill h4i 10871501, Nili Strallii�nt Straps FL#1 0007-RB 19 KBSIZ Knitail -Iltabilizef 21 MSTAQ, krIST Al 2, re*31 A 1 t fil_�Al 5, PASTA21 MSTAQ4, Ml ABC. lil Slraighl t Straps Ill 0667-RS 20 LBO. L60. 1.70, LVO Angles 22 MSTC-2ii Ill C40, Ill IMSTl M5TC75 Slaria t Eirraps JW EMiull ftil NUM WCor NAMilit ES49MR12MI191100 211 LCE4 post Cap 25 MSTC4l MSTCil Pre,DertStraps l Ptgduct idgdel. Number or Narthe PrioduglDelagdtillilgn I ATR3?8, rill ATR5fST ATRV4 Threaded Rods 2:7 LS301 L650, LS70, LSOO SkwableAngles 2-1 MSTIl MET1515, Mt�- 105, lo1ErT16J NIST1172 s4alght Straps I BAserill hangers Top f%ingre hangers amiable inirAdths ranging from 1 -ful he TL 2 ATUD5, ATUM2, ATUD9, ATILl ATU09-4. ATUDI 4, ATU 014-2 Aluminum Taka-Up Dovice 23 L.SCZ Adjustaltile Stair Shinact Conirwil 25 Ill NITSIS, MTS18. iii VI-S:24C, MTS:M, MTS30C Mediturn7wistSti 113" and heights ilanging from 7-14'l W`� 3 Will BF1112, SP102-3, 81"SliB-Z 8Pl EIPW4, BID314-3. SPRTUD34 Bestial Intel 24 LSSJ26LZ, _SSJ26RZ. LSW28LZ- ILSSJ28R,� LSS.121012 L5l ORZ Field Adiustable Jack Hanger 26 NCA2xil NCA2x-2 12, NCAa-6-16, NCAW-0-118, NCA2x12-1S BrpdgirG DGBF --iiaries hangers Top real hangersavariable arwroths rangingifrom 3-6ill 7- 4 CNW3ffi Clitial Cie[vitil CN(Wl CNWIsri Couf:eer Has 245 LSSR I �81 � 11. L_PSA2 37, � SSR2 Se LSSR21 1,12, U"K, at 0 Field Adjustabli SlopeaballSkewalir 4anger, 227 FIClifi.1912. RCYl Wall Bracing 1 ff arid heights ranging from 9-114' to 24"� 6 rTUD55, CTUW$, CTUM, CTUi CTUD76, r;TQD77. CTUDS7, Mul CTW97, Coull Taket-Op Device '20 LTP4, LTP5 Tie Plates 28 RPISIS, RP-421E Repair ;,rate Strap 3 DGF series hangers 7op farther haingerre avatill invAdtis ranaing frorn 1 - Tl to Z CTUDW CTU099 27 Ill ML2-47, lil ML26Z tilli Angles 29 RSP4 Stud to plans Connector 508" arid heights ranging from 7-114" to 24' 6 N3. N4, H5, NS Heavy Hex Nuts 28 Mill Root-fla-Davin 30 SPI. SP - SP4i SP6, SPS Stud Plate Tie 4 DGHF series hilingli Top fianglia, hangers- availill to wdi ranging from I VC to 3- 7 R7UO3, RT UO3B, RTUID4, RTUD46 RTLI D5, RTUD5,, R% D7, RTLj D8 Rietchishig Take -Up Device 29 Mill Hinged Roof Corrcctcr 31 SPH4. �3FH6, SPHIE Heavy Sud Plate Tie 516" and heights ranging from 9-1/4' to 2,f* 8 TUDO, TUIWO Take -Up Device 310 MMLU26, MMLIJ20-Z MSILU2& MPALU28-2, IliAMLLIl relliALL11211, MIMLIU130, nithILU1311 Face-Micinal Hangers �Q Si 5, Sl 8$q, S:54,� Stu 1 d ir a EG5, EC-7, EGO serlI hangain 'I efe fange hargaim Available in ividtas irpol ftolim:5-t/4" to 8- 9 TUW38 Take-UpWasheir 3iI RBC. R8GF Rout So-rdlary 011 53 ST9, ST12, ST18, ST72, ST29-_ STM-Z ST2115 ST2215 ST6215, _-Tr6224,,5T1C2-,_1A_ Straight Straps 718" and heights ranging from 11" to 32-117 10 URS3 "" Lill Rod Ron T*duwn Systarn 32 Ill RoofTw[al 34 TE20, TO;27� TS30 T636, T842, Tails, T&54� Tagi TMU Torlwarifirmiging 6 EGO series hangent Top f1kc hangem available ar reafths; Tariging-frol 3-5?v' to 7- 11 URS4 V2"' U plit Rod Rain Toloterom SVSnern 7Z RTC22Z, RT(*42, RTC277, Ill RigkJ Tie Contritivicio- 35 Till 71A1S12,TVl Wan Starring 114" and heights ral from `111tl tl 12 1IRS5 SeT'Llpirt Rod Run Tividavin Systam 34 STC4 STCT, DTC HTC4 TrussCiple, 38 VG,I, VG1 R, VG TL Vanable Pritch Girder Tnialown 7 GLS overall haniparn. Saddip h-alirgais available rin irftans rang" from 3.11liall'Infil.718" 13 URSO aftl" UpIft Rod Run Tiedown Sysirown 35 TJC37� TJC57 Truss jack Cips 37 VA106- WC1106C, WEI-216, WB126C7 WS143C Wall Brazing and heights ranging from 8-1ill 2S'. 36 Z2, Z4, Z44 Panel Stilton or Clips a GLTV sainal hangers Top flarip hanger. available -in vAdths fariging from 3�- :41 to 7- IM"and heights ranging from I 1 1 to 371- FILSIMI-R6 FLNIMA& 9 Ile sal hangers Top flarge, hangrids avainaldle In vidths naingling firarn I -W-Cl 7- FL#1 OV_M 112" arid heigbits ranging from Z2'tD 30l §W ECR91t1 W9011� tIMM Won� NIM9 Enounuct2fis-gazion -&U Produlit MgdoL NUMIJE or MM ProategDesoriptilta 10 HGLS cenws hangers Sadefle hangers localable 0 wOPs ranging frorn 5-1/l to 8-71W 1 DTT12 Haki-down §sL* Product Ygdort, Number ar Nairne Product Des�crlpflon 1 CaH2. 11N 5 5, CnI 12ll i C&H,2'274.75 Cancerrial hangens arid heights ranging from 10-1i7l'to 26'1 2 HCC1014, HDC1 MM Hold-down I AHEP Adjuistatre Hip -End Connector 2 1)U, DHU, CH LrT I- series naingers Fact -mount (OU DHU) and top -Mange (DHUTF) hangers 11 HIGLT series hangers Top flange hangers available in vilidths ranging hatin 3-114'to 6- �3 4 HM8, HHDOI 1, HHDO14 KDUZ, i HDl HOL4, HOU11. HDU114 Hold-down Hold-down 2 1 D6-C2R-SDS3, OSCX-SOW, DSC-SR-S101 DSC5L-SDSA- GBC Drag Strut Con nectons Gable Bpac_- Connector available in widths ranging frorr. - =90 B"Ita 5=911 8 " and heights ranging ficiring-118"to23-11WIS", 12 LIGI-1-Vilerieshargil 7)W and heights ranging from 7-1 h2i' to 37' Toitifiange, harigersavaillable privirifttranging from3-1/4-to 7- 5 HPA26, HPA55 -Strap-si purfin anchor 4 IHCP1,dl� HC�PZ HCP4 Hip Corner Plate 3 KiIii 634D�$, HiEU5 2l HGUe,S0-Sf)ti. I-IGU5.62-aiDS. HQ1J7X0-SDS. WGV,25- Fare -mount hargers IN' and heights singing from I 11133". 6 LSTHD8. L.-THDBRJ Strap-stylehold-down, 5 Htill HHRC42, HHRC42.2 1-fl-IRCAJ11 8- � HIARC44, H14RC5 25M-2-5) HHRG5 37,3 1Z Heavy l-lip to R dge, r-a ri rectors SDS, WS119-00l 13 HII series hangers Top flange hargers available invedths ronging f hom 2.5(ll to 3- 7 Mel MASkP Foundation a "hot strap HHRC86 4 HGUSsc. el haingicho, Fwz-nnol hanger-, arl virins ranging from 1.5iX to 7- -IAM in al 9118` -and hie lights ranging from I V'to W'� a liali NIPAI" Strap -style prift airrhar 6 FIRC1 81, HIRC-22 Hip Ridna Connector 3l and heights ranging from 54,116'to 12-7rd". 14 HUSTF series hangers Top flange joist hangers av wable in widthii. rang I " from 3_1 1811 to 9 Pl PA22, Pl Fil PA51, PA68 Strapstyle purlin anchor 7 LRl LRU28. LRIJ210, LRU212 Rafirw Hanger 5 H HIGU5 25-aDSl HHi 50-606 HHGU5 Ell HH-Gi. 17 0()l HHGU7 2E�RDS, Face-oraunt hargars 3-9il and heights ranging firoinS.W"ic 10 lil Pill PA128- Pill Stap-style purlin anchor 8 LSLIl LSSLI28. LSSU21 0 Light SlicipeabletSkewoolie U Hanger H HG Ll ul 15 HUTF, HUCTF series hangers Top flange hangers available in wdM ranging from I -aV16"Ic 5� 11 STHD101 STHDIORJ Sta"bits haid-diparn 9 TBE4, TBEf Truss Bearing Enhancer Ck HHLS2-1 HHJS28-2, HHUS2110-2, HHUS46, HHUS48, HHUS41 0, HHUS5.50)"10, Face-mourit hangers 11,­ and heights ranging from 3-71`16'to 15' Concealed Illairge 12 STI-1101 rl� STHDI Ill Strap -shill hodd-down 10 TC24 T026, FC28 TrUSSA71p HHIJS7�25)'D version (HUCTF) availableforiall rinedois having width equalto or III THA29, THA213, THA218, THill THA22-2-_, THA413, THA418, THAG418, I-FA422, Aiijustaric, T1 russ HaNer 7 HSU R. HSLL, HSLIRC, HSULC spsll- hangern Skel -W-&T*,6= hangers available in will rainging incrin 3- gneater than 214116", THAC422 T-HA426 THA422-2. THA4215�2 IM" to&lll and heights raingiollfrom, 4-1'47bo 15-3l4!'_ 18 HWP ill ha rigers; Top fal hanger-. available in widths ranging from 14116"tIn) 7- 12 THAI I glf2,2, THAI.- DII22,THAl2, -IF22, THAP22. THAI322, THA13522, THA1422 Aclusitahle, Truss Hanger' Sved for I-Jorsts Ciinceated flange version (HSURC, HSULCI available for air 1JS" and heights ranging from 5-W to 26' 13 THAL422, THAR422 Skovveld rrl Harmer doinble 2Xand 4Xrrrol onivscutiatiange is concealed. 17 1404PH series hangers Tup franne hanger-- avRill mWitiths tairging from I _19MB"to 7- 14 THJA26, LT-1kilill LTHMA Me dil Truss He ngea a HTUZ6, HTU�)Iii, HTll HTU26-2. HT1.128-2.,41t)[210-2 Face -mount itangl IJ2" arid heights ranging hom 544l IV", 15 THJM2-4_SDi THJM2-S-SDS3F TqJL126, T�­K_128-W Ml Truss Hangers 9 HIJ, HU-_ sEries hangers Face-rinount harial available in wdths ranging from 11-9li-18"i 7- 18 ITS series hangers Top flange hangers available an Wdths ranging from 1 -9116' to 3- 16 TSBR2-24 Truss opacer-Restatnt 112" and heights minging from 2-7145�'Io Concended flange M` and heights ranging from 9-1W to 1&' 17 ill il VPAS, Viol VPAA Varable Pitch CnrirLciars version, (H. UL;) avanipla for all models having width equal to or 10 Ja series hangers Top flonge hangers rimmiable in wdth of 1 -19i`16and hatights IS VTCR Valley Trusii Clip greater tris n 2-91165 ranging from 5-3/8" to 7-14'_ it) HUCt01.6IiD-S08, HUCQI HhICQ210-'2_qDS� HUCCi2_.O-3-SDS. HU-CQ310 Face -mount hangers 20 JBA series hangers Topliflange hangersavalable inv4dihofl-SI16"and heitn is SOS, H11_10�41(l 4UCQ4l2-SDSl HUCrAS 25rl HILI-C-055,25111-SIDS, HUC0610- ranging from 9-WIS"to 13-118" SU5, HUCQ51 2-SOS MAY Simpson Strong-Tio 2020 FBC Approved Products Lipalsad I Zil Simpson Strong -Tie 2020 FBC Approved Products Updated Izr.0vi242Q Ea� Simpson Strong -Tie 2020 FBC Approved Products Updated lb3"20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12,131(lil FeA cilrea kn1a; to all 8ST approval noted below, "I" _110 .- Air Pet dil Inkii; to all 68T approl listed tuall 1 Se , For dirl fink5 to ell SET ouproval-, tered bell il ;rffl, C=:m cm Far dri Inks to a] EST opisovalls, listed bolail ZLLKAFE_F . For arliddional inlormaJon regarding Randall Statewide Product Approval SOleterril and Mieft-Eiside County Notice d AccouLarrill (NOA; For ruitthonal ifformation regarding F Handas Statewide Product Approval Syaoil am d lihim-Ell Cl Notice of Acceptance (FIC-Al CZ!;i Flu additional irlaomartion regarding Hatidit's Stalleindia Proill ArWroval Siliall and Mann-loade Cal Nifte ol Acceptance iNCAt For riddifironal,inlormoean regarding Filarliki's Stannil ProdualappTaval Soitim *I d Morni-IlAide Qoijnty Noticill Acolialtartale I(NIDA). gIgo'l Virtual I liew Assist, Inc. 2)1 LB series hatigpirs Top ["a hangers available in wdth of I -Wil 6'arkl heights MID 191:9a 18 Sil �55, SILEVI 181 L Si'l-BV2.06, _':VLBVZ�' :7� Sil SILSIP e-a� SILEIV3,101, 50 Top Flange Joist Hangers SET-XP Adhesive Arrehor for concrete Plans Review C ' p leted and to niging Irnmi 5-318" to SILBY3 56, _1VLBVr r SIL.BV4 u(S Sh.1311,14 12� S01-611428, SILGV4'7,6� SILBVS Stiongr-Dat 2 (STR2r iiiTB2-4SS, STR2-8EiSi Straingi 2 Wedge Anchor for concrete availeiiiialia in orn T compliance wit approved 22 LBAZ taiiiiiiiiis hangers Top flange hangers available in width of I -Q11V2 and heights Jgg_J Product Mgeti NuM22r or Name Pro a Il Do 1,9 Sill SIDT724 51141714� HT, 4 HTT5 Mool and Types 30A and 316 stairl steel bY the 2020 FBC 7th Edition fariging Iraringalff, to 13-1m, 1 HHUS21l HHUS2IO_A Joist Hanger 20 SIMST(50, SiMST72 Stral 118 min t 0 ill 7 Titien HD (THID-1i THD-HMG, THDl THD-HSSS, THO-r-S, THE-CS8M Titan HD Heavy Duty Screw Anchor for conareft and masenry Debil e Klahr PX2390 23 LEG3, LE-35i, LEG7 serress hangers Topflani hangers avallable invikInlris ranging from 3-INI" to 6- 2 HIRS6, 11-I HRS12 Strap Ties 2-1 SPA SPO Stu d F"falle T es avallab 0 vil ho-A harad in concon steel and Types 304 and 316 IM"' and heights ransing Iran 9" to 33l 3 HUCO2IC-2-SIDS, Joist Hanger 22 SSP, l TSP Siju d Plata T atit stainkill steel, or with countersunk head in carbon steel and 24 MEG5. Ill series. bangers. Top flartge, hangers available in widths ranging from 5-1 10to 6- 4 THGB2, THIGIBS, Till THGBH3. THl Jl Hanger 23 STC. DTC Truss Clip Type Ell 6 stainksoli steeI 718" and height- ranging fri 9" to 32-1t2' 5 THGQ2-$5S3,7HGW-_SDS4 5. THGOH2_SD-Sq�a, 7HGQH3­SDS4 5, THGQH4_SD,:l Hanger 24 7BC22 Tul All. Diagonal 8 Tiam PD Rod Counter (TH03763ARC, THD500341RC) "Nine HD Threaded Rod Coliplor for concrent 25 MIT set*$ hangers T*pr isinge, han gets reirsiliablo 6 wi ranging ftom 1 -Ril V'W i5i- C, THGVl TH (3il THG1vl THQW4 -4 JQi% Hanger 25 TJC�VT Truss Jal Conreeclicy ll Titan HILI Ttir"ded Rod Hanger (THUB2515URH, THU52711 58RH, THQ37212RH, Tition I-ID-Thrisaill Rod Hanger Tor concrete '018" and heights Fanighig firom D-IiA" to 24"' TRa5072.34RH, THU10212RH' , 20 PF, PFB. �FDB, PFIDSB sales hangers Top flangre hangers available in wilth of I-StId"and heights 10 iNedgel (l Wedipe-All AnrjhDr fter irasonry rangirig from I-WS" to TIM" FLAJ1473-R5 FLI114SWil-M 27 28 RR WR sow hangers Ridge rather connector Toptlange hanger-. avatablo in widths rangreD from 140 V'to,- Sea N product litedoll Kum Der or Name Prod= Descrietill J�j;igi# Pnolu!it ft�l N ulig b_er or Nilime Product Description 118" and heights ranging 9-114' to 32", 1 DETAl Couble Embedded Truss Anchor I C�70IM3.62-SUSG, Mawny, Pier Caps 2 0 FG'R, 'UTRHLr F(iTRHR H16 1111551, 1111 0�2, H16-278 G order Renotit A rionor Hurricane Tie CCTQM4 5l CCTQMS 5OSDSG, CCDOWC.82-SISG CCCQM4 62-SDSo�l GCCQW1110_1SDSQ 1 AT.XP Product DestgriRlion AT-XP High-Strenglih "It. Adhesive for concrete or masonry FL;111110860l 4 HE7Al2, i4FTAI6, HETA20, HFTA24. HETA40 Embodied Trl, Al 2 li 0M.3.62l EC010104.62,rG.KT, E_C'GLQM5�5QG-KT, ECCILL011AW 62Gill Masonry Pier Caps 2 ET.HP ET.HF F-porii Adhesive for rrasl 5 HE7AL12,HETAI_18 HETAL20 Embedden Truss Andho, ECCL1_QNUA.62G-KT. ECCLL(jML1_'_5X­I10-. E,=LRQW.=D4.C2Q- 3 SET-XP SET-XP High-Staingth Epoxy Adhesive for moscinq I ASA44, ASA44R, ASA4i ASA46R, AShl ABADOR AdjustabIll Post Uses 6 7 HGAM10, Hill HIIIIET,la1g, HI li 42C I +11:.�: 11 A24, HHE: 1"A40 Masonry retrl cor m Heavy Ernccddi;�d'TF._,s5 Aichcr 1, KT, ECCLRJM05_50G-KT HGUFvr5 25� HGJil art, I IGUN17, 00, HGUT,1725, HGLINIq CC, He avy Mason ry Flawl 4 5 Strong-BIDII:2 I Titan 2 1 Sitriong-Solt 2 Wedge Anchor 'or masonry Then 2 Screw Anchor for Concrete THD­H6SS, 2 ASU44. A9U44R, ABI.14C ABL146R, Al ABU5-6, Ali ASUK ABUNR, ARL$86. AdjusiI hie Post Base, 8 LIST2, JGT3-SUS 2 5, LGT4-SDS� GirderTedown -1 LGUM25-2, LGUM'26�3 LGIAel LGUM2i LGLJN1128�4, LGUN125-4, LGUM210-2 Masonry Seam Hangfirr 6 Tillan Hb(THID-114ISS, THD-CS6l 70yan HD Heavly-Du�trl ScrowArinniar for rolacrate Instate, In 304 ASU88R, ASUIDIO. ABUIDIOR, AEU121Z ABU1 212R 9 LTA2 Lateral Truss Ancho- LGL%l LCUM1210-4, LGUIll LGUrl LGUN4410 or 316 stainless stool with hex head, and 316 stainless skel wth 5 ABW44Z, A ElefiritilRZ, ABW46Z, ARW46RZ, ABIArl ABVMRZ, ASi Adil USIA hie Past Bass 10 � METAIZ VETAI 6, METAI8, INIFTAX0, META24 NIFTA40 Embeckinad Truss Anchor T;e 5 MBHA312i9.25. MIRIHA312fll 25 MIEIHA3�5l MP-A,3.5199.25, VISHIA356111-25 MSHAS�66111.89, 44RHAll iiiel 4 PABIliiii1i b:r:dl Cal, ll 56l lARHA5.6ii)(7 25, Masonry Top Flange Beam literigill 7 711ren Turbo countersunk head- Titan Turbo Sciew Anchor for X.000p, 4 A04, AC4R, ACE4, ACS, ACOR, ACES Post Cap 11 I MSTAll IVISTAlil MST01ril MSTC3061r. Strap tot laejer,ill y l7NT) conorelle of masonry 6 BC4, IBC46, BC4R, Bi BCGR, BCS, SCS2-2/4, SCS2-3f6 Post Cap 12 Mrsilill MTS16120, HTS1,116. HTSIOCO Twat Strap for Masonry PABli 50iS 25. eii 5rk 11 25, IAUi-I A5. bi-i I I 85� rill A6.5D11 4, M5HA5 50PI 6, 6 C844, C843, CW; CBAII, 0868 Emhodd ad Column Base MBHA550118 7 CBSQ44-S0S2lCSS(jphj-S0SZ Embedded Column Ease 6 MBHUZ_6W9.26, MBHU3�56111,25, NISHU3.65i 1,88, M5HUZE&14.,c.HU3.5&Iu, ri,48HUSE014, Masonry Bearin Hangers FLMW7-R3 > 8 CC, E(r- ECCU Serres Bolted column caps all W1 ranighgI from 3.1el" to Bit r7and Vill raingring from 3-5l to 7-1f27* EL=421km MBRU3,56j"18, MEHM60AY.21S, MIEHLIll-i 25, Viii-IL,1560l,11 BE, MBHtJ5 5C111 6, LIBHLPZ 50110 ,&L9 Product Model. NUM Der of lifilaret PM40-91: D"i CIO e-N %l 9 C0Q_SDS2_5, ECCC1­SDW.3 Series Scremed column oill with Wl ranging from.1-114" to 9-1/7'and `W2 ranging firruirl 1.5il to 7-'If2` §1a 1 EmAtict. Mgdaf. Hum b-or Qr Nairril DTT1 Z Product Ditt&,dOgn Deck Tension Tie 1 -116, X1 13101 64K XQ1 -311018, )1 BI 01 &4K X34D1O1e-5K XISIL XfOlil 6 Striong-Drive X Metal Seeff-Drilling, Tapping Scireas with #3 Ddl Point > 10 cPT447, CPTd$Z CPTWZ Concealed Post Tie Bill- 2 H012, H019 Bolted Holdovl FlMWS-i XLl I 4T1 224, XLQI 14BI 224-,K #12-24 ftiong-Drive XJ_ Large -Head Metal Sialf-Drilling, Tapping 11 12 EPEA4A, F-P8,514. EP846, EPB86 IEPS4Z Emiledded Pod Base Embedded Post Base 3 4 HOBB. HDcB4 H075 H098 1 HTT5, HTT5-3!4 Botted Holdowns Trinsion Tier; §giq 9 Project Model, Number or Name Product Description 3 I 224.)(N.'al 14B1224-21< XMQ11AS1 Scriel with #5 land Poll and Large Diams" Hex Washar Head 412,24 Striong-Drive XM Mediurni-Head Mill Sel-Ordling, ASIONO� 15 LQU44, LCB56 Embedded Colronn, Base 5 LTTIU, LTT20S, LTT131 Light Tenokini Ties 5DW2-2-21CO, SIDyll S[le'li'ZZ438, S09r.2468, SOVir-25CC, SDWl SO'lirl SO'llitill alicing-Drive SEW Ettl andTRU,5:5-PLY lailevis 4 XCII 4igI'_224_XQI14B1 224-251 X1 14S1224, XQ1 1291224. XQ1 I M-1 224-2K Topping Screnswitil 0 Drill Point and Medium Diamileter Him #12-24 Stiong-Drive X Metal Self Tapping Sorel with 06 14 LPC4Z,LPP-OZ ll Poor Cap -Drilling, Drill Point 15 10 MPS44Z, MPUSZ, MR0867 PSi PB44R, Me, PSO5, PMR Moment Past Base Erntorlded post Ease ELMO" t 3 SlDiiil SDWC15800 SDVilit-1030il S-D-WH104ODDS. SD`iVHIU(]Oi SDAvill-110aWDS SVNHlDlXjOCB Stronq�Drlve SrWC TRUSS Screw Sirong-Drill SL)WH 7IMBER-HEXSonovv 5 XU34SM6, n34SIO16-5K #10-iti Strong-DrrveXU Motal Self-D(lilling, Topping Screvisvivith IT P3644A, al PES66 EmWded Post Base 4 SD'W­i2(4tYX3, SID- lic',2'lle)OG '5rJ14VH278rJoar Skf,"PAH-T1P%l 80)164,1271200ra :�9raric-One, a SOlill luil EX HUG Screw #1 Until Pont is 19 138KIDEV10 FICillili PC48-16 P--48-16. PC64-10, 1208l EFIC44-16. EFC46-18- InFICilli Round Post Base Post Cop JILO_ 1 ProutuctlLadel,lilyMartar Name SB5f8l S87l SEITili Paul U212rieliorat SB Anchor Bots 6 13 SIDWIS162121 Sovill-16300, SOWS164W SDWSS 1--00, SI)VV--1 971 Z SLtial 4m, -.CWS225W S-010,1l 2 S-OWS2zWO Sirrong-Drere SOWS HMfNG Sorail Sirwo-Drive SEVil TIFA8ER Screw (Intenot Glade) 0 SUNNE22900, SOAG221 Oi SIDWS22,1200, SIDIA'SM 500 L_ 2D Epce4-­re Epceii:-its Pl Pl P06Z, PCORZ. Pf-37, Pl FFC4Z, Eprl 5Pl EPCsRZ EfCdZ, Post Cap 2 SSTS16, SSTB210� SSTE624, SST828, SSi SST836 SS`TBI OL, E:-_qT8Z)L, �FSTB241_, SSTB Anchor Bari 7 SOWS,2`2800� S0Vl !X, 9DWS-72?0002, SIDller:932240CUR 5Q1el1B2Z5li Strong -Drive SEll TWEIER Screw (Edierw�3ialde) FLgL%%MR0 O_ EPCBRZ lga P.Mglito Wl EIM&O ber. all NaMg I?M9MA2W1J= 21 PPBA44Z. PFB44i5Z postBase Z SDW=12013--, SOWS225121188 Outdoor Accents StirwAiii ral'ollikel Screw I DSSCB415: DSSCEul8, OSSCH48, DSHS Bypass Framing Drift Strut Connector 211 RPBZ Re" Past Base FL01172-R4 Q SDW,527-40USS, 90`08274005�_,,. S0WS,`7X10_;$. 50rei-S.276001SIS -MliNS2,76-o0l Slong-Drive SCial TIMBER zoiii Screw Fl 5� POZ45 5- FCB47 5, FC-649.6, F(;8_AI 16 Bypass Framing Moral Connector Cn 'ilft '-,crew FPHS034S1018, FlicHS034PIO-18, FPHS"81015-51e. FPHSD34S1214, FPHSD3481214, FPHSD34BI`214-5K #10-15 and #1,2-14 Srong-Drivil FPHS0 Finaring-to-CSSSl (Aiki Tapping Scrichil EL#1 M& X 1 Product widal, Nurnoter or Name CMIST11 Z - MSTI 4, Clil 16, CS 14, CS 10, CS1 8 CS20, CS22 Prodal Description Coiled Straps 1' SOcill STt,22 SIrong-lol MWVEOLE-Tilc-Rhil Outdoor Accent; 4a-HeadWasher 4 LSFC2-25. LSFC4 25, LSFC6.25. SFC2.25, SK-4-25, SFCG 25 Staid Framing Con nel 7 11 hl HRS12 FHAS, FHAR, FHAl2, FHA18 FlAril FHA30, MST126, il,`STIT'36, Straps 27 mil (12 Us-,, 5 I-Sl 2lli, LSS::6 25, SSC2r2E' SSC4_25 SSC6.25: MSSC2.26, MSSC4 25, Il 25, Steel Stud Con noclars 11221 I FJA. FSA Foundation Anchor 3 M81148 fill Ill Sitel SliviST'S". -EW'i HTS16,HTJS2O,HTS24,I4TS2& HTS30,HTS30C Heavy Twist Straps Fh#122gkR,3 6 MS9C4,_2fiKW, WSSM.251l RCKVl RCKIA15 5. Rr_KW7 5, RCKWl RCKW6 5S Rigid KnelawailiCat"Okir 2 FRFP Fliat Rob olk Foundarlikin faill 4 LWA30, LSTA30, LS-11,40, LSTI73, MSTA9, Ill MSTAI5, MSTA18. MSTA21, MSTA24 Straps 43 mil (18 g er 30843,S.SCS45.5, WS475, SCB49.5,SCS411 S. MSCS45.6, MSCS47.5 Bypass, Framing Slidel Connector 3 CH4,04, GHl Gill GH4$-,$, 0-i i CH110-8, GH66-6, GH66-8, Gf­168-6, C;Htts- 6, GH61 U, GH61 U Gindial Hanger 5 a LSTkP. L!l LSTAil LSTAIS,LSTA21, LSTA24i, ST292. ST21221 ST2115 _�T221 5 USUI 25, "l 25� ll SH3 25 Sibrates,53 mill (20 go, Bridging 0winectcl lial 1 P fro g ihit- Ka ft 1, u glin bar or Name A�S 15, AS 18SS.,AS 11 prm& Qmwlgin 15 ge, Tfuss Platter; 0 9 S? 2-14 7, SCS*32 - &P 7 . Sr-'q- g2 - 5 1118, SC S52 - W 118 31=11 25, Scill"115,51; Bypass Framing Con rector Hsed.of-VftIl'8Adl,,C1pl Comill 4 5 GLE6A, GLB5B, GLBF_, GLE15D. GLB7AL CLE37B, GLB7C. Gi GLBl 2, GBIL7812. GU31*51 6, G BI-Til GLAT520, GBLW,3 Glulam Bea" Plate 131kill Scral Perar 7 8 LTP5 1 LTS113, LTSIS, LTS20 Lateral Tie Plate Light Twist Straps 2 AS 22OHS AS-20 20 ga, High Strength Tri Plate 20 ga- Truss Plate I U, it SJCS25.SJC10_7g.%M.SdCi1k25 MSJC10.26 Sse3� 518 Steel Joist Con riectors. Bypill Framing Slide -Clip SVut Con nedor 4L co ST22, MSTC4l MSTC62 Straps 64 4 el Hinge Plate Gornevror 12 XILSI-G41311414, XLSW881414 #14-14 6tiong-Drive XLSH Shouldered Self-Dirrilling, Tapping 6 HGLBA, HQUILBS, HGLOC�� RGLBD Heavy Cquiam Deanna Plartio 9 MSTA30, MSTAX ST5216, Sl STO, STIZ 51'18. MSTC28, trill (16 g3l 7 HOT-2, HOT-3. HOT-4 Heavy Girderriedown 10 MSTM, MSTC7,5� S-6230 Straps, &R mil 04 gri) Screva; = 6 UFP10-Sl Unliversal Fulundative Plate 11 Ill 2, mir S-1 8, MTS,,E, fil 'raTS30, hlrr,:�24C, MTS30C Mel lu m T wist Straps 13 XQIS101 6. XO'BICI(%.4K, XQIS1214. XQIB1214-3 Sk XQ7&SIZ24� X01891 224-3K, 41l 4tl2-14.afid*12.24Stu;ig-M;veXMeW[S&II�Orifing, 9 URFP Universe I Retroft Fouridarion Plate 11. SC*�50,&BI�81.&t-�.M,M2�3,-.SIB2.56,StB268,--'B3,12,--;B3,66,,-�lB��,,62-t--��IB4CA,, $184�V_ SiDil SIBI[.76, SUbl Top Flange Joist Haniters FLMMLEd X0114�S1224,)Dl14Rl224-25KXQ112Sl224,MI1231224-2K,)0481010-6K, X1 SI018.X1R1D1&4K, X1312114, XIBI214-3 5K Triple. W SIDnevil 13 SlBA2.12J8, SiBill 01 SiBAil SIBAl SaA4.18/8. SeA4.18/1 0, Top Flange Joist Har-gens Pcoduc! ftgol � Diumber or Name Podtl Dergi;dakin __J SIBA418i"12. StBA41al 1 ET -up Achesnee Anchor'or cianial 14 SMIA Hurricane Tir GA�;� Gl GDPNI-50, GOPM-75, Q DPM-Il GG]i GW-50, Gil 0Af 1 UO, Ges-acturatiod ta�tpnl and assernblies < 15 SrHD&SS/HDM,,S'HD10S SrHD10&,a*HrA5SSM1r)15S Holdl POPA, PLOPel PDPA-Nr,, PDP-1 POPAT-K, Pliftliv, ret%fwp� PIN"ll-'r-W. Pool Fasbirril biuvorded all and avisernbel 10 S/HDJ4, SMl StCUQ, SIHDUI I Holclial PDPA:VVL--MG, lol FiCLOPA, PlaCI, DPA, P"RHAS, PTRHA4 17 sjjcy� sAicT Joist Hangers 4 SET-3G Adhesive Anchor for carcriel SHEET NO. March 6, 2023 1.3 C/) "JA141 SUAW-DADECOUNIT PGT Industries,, lac� PGT Indwtties. Inc, 2 70 FRODUCTCONTROLSECTION yQ1 bilmnies" 1K. 0- (Z) 0 11205 sw_'-Sstr� F-40=20,11 -NOTICE OF ACCEPT-A-NICT: EVIDENCESUB_%JITTED NOTICE Of NCCEP T.JLNCE 07MENCE SU, 1111ITTED 0- -DEPARTMENT OF REGrLATOKYAN-DEC0TX`0&E[C RESWRCES(RM Mu= FlarAa 33175*2474 1KXUW&?WCODE_ADNM- STRATICN-DINUMN T(7W_;15-2,5,9G F(72,6)��15-1599 NOTICE Of AC`CTPTXNNCE ]EVIDENCE ST-B-AMUI) 0 --NOTICE OF ACCEPTANCE ffOA) MELEURiwiazy"tcalse, 1. Eiidence submitted under pre0ous NOA D. QU.UrrY ASSUILANCE 4­0 U) A. DKV",T�GS B. 'TESTS c0ritulued) I - lvhami Dade Department of Ritgulatoty and Ecotomic Resources (3) 7C3 C) 0 PGT Indinnies, tar. 1070 Technalorr Drivv.� 1. Manufactutefs the drmrings and, serdons� 5 report on !)A ir-InfiltrationTest. per FBC. TAS'�02'94 0 NorthVenice-, FL.U27.5 �#. (Submiffed nnder-VOA.-�' 11-010 04) 21 Um Ir - 'Ibnn Static A i Pressure Test. per FBC. TA S 202,-94 E� CERTUICATIONNS 0 LL_ lkom: I Drx..A.-mg No. NED -55 0.0= titled"Virtyl Sliding, Glass Door NOA IM)"'. shoots I 3) W ater Resistance Test- per FBC. TAS 202-94. - 1- Notice of Acceptance No. 1�"=529.14 issued to V- ision Extrusion Limited for their CU C) k ThisNOArs beingt%mved under theapocaWerules andregulations ggovemiug the use of ccwuucuonmatena� IfIxt -x - ntrer 115. with wvrisior. A dated tb&-i-a-h2lof�.-.prepmedb,,ramu-fac dated 10�O I -FBC. TAS2101-94 41 Large 1% issile Impact Test per �`Wkite R%M PVCExrerior Extrusions forfflhdows and Doors7. dated -13!15. M C) > U) 70 0 4-countentation. subitined has beenmiewed and acce ,pted *by 14tanxi-Dade C�ctuxty RER -Product Cotorol Section to 04,05 7. signed and sealed by k L-,,mn Nfiller- P1 5 i Cyclic Wind Presstue Load ingper FBC. TAS 203-94 expiring on 09-30�� 19 to., 031141d inloinnui Dade, CcLicityandothef areasw-hav allmv4 by theAutiodry liavmg Jotisdicbm (AID). T Foiced Emily lesc per FBC. TAS21024 4 1 Notice of Acceptaruce No. 16-0920.08 issued to Vision Extnision. Lunited for tber -*%"E L U') ThisNOA�k-alluotbe-valid afterthe expiration date stated below- The Nhami-Dade Counry Product Cmtrols-e-c-soa 1 B. TESTS along with maiked-up dram. aWs a�d mstallation diao= of vmyl sliding glass door- prepared - 1000 Tan 202 and lighter Shades Csion-Alldte) Rigid PVC Exteilor Extmsions foi- _0 . = cf) < (wElMmattDade Counry) andVortbae AW(in areas other than MiAint Dade Omury) reserve the riah.- to have this 1. Testreponon -L-)UnifonnSmt-tc.AirPfes�,tireTe-,,t.pefFBC.T.,kS--�02-94 bvFenesr=JouTe_;t4 Lab-Ine--Test Report NQ�FTL 8549. dated 11`06145, sip ed and , Windows and Doors'-_ dated ll%erlC OLPirkg On 11q9,721. product ortumerial tesi��d for qualitya%%tranceputposes. Ifthis product or material fails, to pefform, in the a ccepted I 1. ',) Large Nfissile, Inmact Test pe i FBC', T:A S 2-110 "1 -94 ')rte: sesledbovldalmis( uia. P. E_ (Test report re%rised an 11`04�15 ai d 0211111 16) 3. lUanoer, themarsdacturer will incurthe expease of'such te-stnig an-4 me Alllaiay Inc diff%% or _511'sPend the usee of such produpa " material wtd& their jurisdiction- MEER reserves the right to re-voke this acceptanem- if deur-raxned byXiauii-Dadr CountyProduct Cound Sec that thiss f to along withmarked-up drawings and msI21ition diagrmu of,��yl slid= lass doar,prepam-d Test report on, I "t Air Infiltration Test. per FBC� TIAS 2022-94 2LUndbrui Static AL-Preesswe Test- per FBC_ TIAS _102-94 "Brown Coated (Painted at, Laminated) WItite Rigid PVCExreiior Extrusious for Windows and Doors7_ dated 08;'l 311 09,30, expmug an 19. 1 it a c-induct ormseml ails M"? the, 1equiremieras of the applicable buddi car co�de, by Fenestration Testin 1,40 _1 y Lab- Inc., Test Report No.TTLS'717 dared 11 714,�sqnedxm 31),%Tater Rm-sance Test. per FBC TAS -292-94. + N. ce of Acceptance No. 1" 712.012 issued to ENZERGIFenestrat nSolut io ions USA- T his product is, " oved as dewribed hesew and has been desigaa:% to c ouipkv w uh the Floods Building Cc de. e!l t RIV01[tt R11 - sealed by Idakins Orrega_P. E. (T 5 visedon,1021516wnV 24.46) Largel Impact Test per FBC'� 'LAS 2�O 1-94 litc. fortheir "TAN-3040 and Lighter Shades (Non- 'hire) Rigid PVC'Extetior Including the High V elocity Hurricm Zont- Dr.scRimaNn sermi -.957412770-11n)TS1khrig Gla s5 Door (Reinforced) w/wo 900 & 13Pcorners-L-11J. 2 Test report on 1) AkInfiltratiou Test� per FBC.TAS 21L-94 i- UniformStlatic A117Pressitr_e Test- per FBC� TAS _10-2-94 FFBC'. .1 C yclic Wind Pressixe Loadingper FBC-TAS 20-3-94 along with marked -up drawings and ma;dIation diagram of -ninyl shdti�g glass door. prepared Exti nons for Windows and Doors" daed 09/1)f -u I& vepuing on 01!*04-c-1 1 5. Notice of Acceptance No. 16-0112.04 ts-Aled to r- KliRGIFeriestr2tion solutions USA, _C' 3 11�jratlff Resistance Tcs,t� per TA-S 202-914 tri, Fiene,stivioa Testime Lab,� luc_ Test Remi No. FTL 8515-1 dated 11041 5-i, gned and Inc. for their"'Bronze and Lig �dP% Ex terior I 1-rotighl-1 of2l.preparedbyinaafacturer.dmed IOV5�15andlasrrevised on 0101121- signed andsealedby 4)Large'lldissie hins;w t Test perfB(.'. TAS201-194 sealed by I-jahnis Ortega, P. E_ fiest repoont revised on 0" 41 _�2016) Extrusions farWindows and Dooll�� dated 09,,15116. cvpiring on 0-4,16,20. A. Lvm Miller. P.E.. bearing the 1,fianti-Dade CounN-Product Coutrol Revistott stanip wA the Notice of Acceptancenuater and expuation date bythe,'Nbami-Dade County Prochict Control Section, 5) Cvchc Wind Pres-swe Loadmg, M _FBC_ T_kS 203-94 - 6) Forced Entn' Test per FBC� TAS 202-94 7 f est report on 1 � Uniform Static Air Pressure Te..-,,, per FBC. iAS 202-94 ge Nlissile Inilmet Test per F13C, T., S _(� 1, -94 21 A I " Lam 6. Notice of Acceptance No. 16-0712.03 issued toE-N7ERGIFeneftrationSolutiomUS.4, Inc, for Their i '*"bit# Rigid for NN",tn�dowcl,alidDoors�'�dat-ed wid-fitna drai-sings, distalknirm diagrain -vinyl door. 3 Cvclic'Wiad'Pressure Loadirm-aper FBC. TAS 203-94 08,110,., 17, 0121 S. MISSU.,E IXIPACT K4ar�c: Large and Suiall.W-dle Impact Resistant along xked��q and of slidama glas� prepnred. empiring on. by Fenestration. Testiug Lab- lnc�_ Test Report No. in 84 A arm Aatedj1)061j1-%_signed alone- xvithm -up drawing 'ed ark 7s -and m; ion diagrani of vinyl shdm-,v glass door, prepared 7. Test repons N 10-002-792(A), 10-06-NI10527- 535753-09. per ASIMIE-84. - 1- Seetable I (sheet -1 and table 2 (sheet§) forapplicah-le SGDuait %zes- design pressures. tetuicvcenmntst�ves. sealed by Idalmis Ortega, P. E_ je-si rep -art reviied on 011 �04 16 and 011 12016i I - hv Fenestration Tesrout Lab. Inc.. Test Report No. FTL 6,63.8 (_�aiuples A-1 thru A-22), dated - ASTNID19129 arid ASTN0­635, issued byEXO1TAtoViwou'Extrusi= forcellulosk lasis 2- Rigid'%iui PVC, 'Lan (Nion-white) Rigid PVC andBrolau c onted (Painted or laminated) white R*d PVC rto be 3 Test r epon crIL 1).A�f Infiftfatu)[11 Test�, pi,ei- FBC. TA S 2Q-94 21 Uniform Static -Ak Pressure Test. per FBC, TAR 202-94 - -10`1-94 I 1:115�/10, �iigued allid sealed ov 1orge A, Canso. P, E_ ISubintiled under V0.4 Xo 11- 010 1. 044 com,*site material 6tr nihisdundt X0.1Ao.11-010!�04) labeled per ref ff er"dT sTOA's �j Warem Resiqatice Test. per FBC, TAS S Test report on 1 AN hfilhation Test- per FBC_ TAS 2.IP2-94 J 8, Notice of Acceptance No. 14-016. 11 is -stied to Kunraray America_ Inc- for their 3 3. Egrns operable doom must complyuri1h min cteuwtdtb,,orhe��aht�p,erFBC'reqt3,�irenumt. as, applicable. 4) L;rge lklissile linpact Test, per FB TAS 20 1 -94 Unifbnn Static Air Pressure Tesr� per FBIC", TAS 201-1-94 "Sen nir_,dasl (Clear and ex: ir, g on 07,104 1 8� p in 4. Pioic�ketix�ailttindokrwparateappro�,�-al,�tobere��he'vadbvBtxild=offir cial 3) C�vbc Wind,pfessrue Load da;gr pet, FBC. TAS 20,144, 3) A"ater Resistance Test. per FBC. TIAS 201-94. 9� Notice oLrkcceptance No. 16-1117. 01 issuedto Kurwky AmeriCa. lw- for their ILA61=�G: Each unst shall bear a pennaneut label with the ma cmreesna orlo-go. city.. state and wries and folloviing statenient: "Afianit-Dade Counry Product Control Approve-W. now herem, 6) Forced Entry Test, M FBC. TAS 202-94 along with mailmd-up, draw mgs and u1stallation diagam, of vinyl shainig glass 93101M prepared 41 Large Nfissale Impact Test perFBC- TAS _101-504 51_ Cyclic Wind Pfessire Loading per FBC � TA S_ .203-94 -Trosifel-ILltraclear. Clear and Color PN7B laterlaver�-. e.Vking on 070,19. W Rr.N-EW.AL of this NOA shall be contideredafter a,awv*%l aqp12tion has bets filed and diete has beenno ti�.-Fewstratiog"Te,5tingLat�,,, Luc,, Test dated L-211/041151� signtedartd 2-94 6) Forced Entry'Te, sr- per FBIC_ TAS 20- - F. SIATEIMNTS -able building code negativ nely affktim the perf change in the applic camwe ofthis product TMNUNATIO-N'ofthisNOA-vMoccwa&-t&e wiwdateoriftheiehasbeeaste,.uimarchmpindte _16) - ale d b v I dab nis 0 it e ga. P � F - 1,jest report re v iscst on 0 21 1 - 4 Test -teport on I i Air Infiltration Test- per FBC- TAS _NCF-94 alou with marked -up drawings and installation d iagpm am of vmyl sliding, glass docr -prepared by Frenestrawn Testm-2 Lab. Inc � Test -Report No- FTL 633"' (sample--- J-11-11 thru _A-50 dated 1 Statement letter of conformance with IFBC--;tb Edition (2 014) and FBC-6th Edition (201 Ty mued by manufacturff- dated 0&14/17, led & sealed by Lynn Nfiller. P-E, st, per FBC. TAST A722-94 2) Uniform S t atic Air Presswe Tes 12M,40. sq ed do sealed by Jorge A� Canso. P� (Subtsthied tinder NOA I Statementletteroftio fuianct-ml interest, dated 0418i]'7, issued bi I I 5r liatudkit; ver, sip"ed for sales. anvcrtiaing or =y otherpurposes shall atftowc Ay termWinate this NOA. Failure to covaphrwrith any 3 1 Water Resistance Test, per FBC'. TAS 2102-94 010-.691 &sealed by Lyun INfiller. RE section of this NOA ihall be c ause =Aw terminatio-n andrem-oal of Mk� 'it ImpacT Test pff FBC= !AS 201-�04 41 Largelkfis-si - 3- Letter of lab con*hance. part of the kmv test myorts- .ADN7ERTh-F_SMN'T.-T7he NOAnumberprecededby the wordsNiianti-Dade Cou.nty. Florida, andf6l1cwed- the UY - L, -1, 3 Cyrlic Wind Pnmwre Loadingper FBC. TAS203-04 C� C _U C ULATIONS 1 1 4. RER Test Proposal No. 17-0387, dated 05)iD511 T signed by Ishaq Chmd&, P 1- 3 6) Forced hntr�, Test, per FB('�', TA, S 2)(1)2 -94 1- Anchor verification. ca Iculatious and snuctufal aaalpis. comptyinf with FBC-2014, done in its entirety. along with marked -up drawings and insullation diagram of Anyl shimis! glass door. prepmed prepared by PG1 dared 1109 �� 15 and lasi rev ised on 0 1 Lc - 16- signed, and sealed by G. OTHER LNSFECTIO'N: A cc" of this e=i eNOA shall be provided to the user by the manufixctwer or as disuftfors and _. oi by Fenestration Testiag Lab� inc., Test Report No. FTL 8548, a ated 12-04,; 15- signed an-d Authony][_ Nuer� RE. (Subittined under V0_4 A;P; 15-1110.01�, 1. Notice of Acceptance No. 1-5-1210 -OL issued to PGT Industries, f or theirSence sballbeavailAble farimspectionat thejob siteatthi.,retiruotof the Building Official. pi. R -TvM report revised ca 0 1 1A 16 ailld 022,11, '16 G11Zm7Z complies NiithAS I X04) gonGtI4`11. lbit-NOArexises&reuem.XOA-UIU429.05,uidCL so,ists ofain ,page I wide,, E-1. E-2. E-3K E-4. E-5 & F,6 as well as approval docianent memonedabmie- The submitted, documentillon was revirived b-vldmqL Clianda, PS_ 11-43q L Chanda� YZ Lh2q L Ch uda. Pl- Ishaq L Clianda, P.E Produt-Courral LwtSupcniwr ProducrCautrol Unit Suparriser ProducrCentrol Unit Supt"isor .No'k NCIA No. !14)!0ZA13 NOA No. :14.110&0,� N70A so. I I-0:0.4.0i Expiration Datet April 14�10!6 Expiration Djt*-. April 14,2 .016 ExpirationDatt- April 14.102116 ' F I . 10 xviration at&- .44wil-14,N245 Z Approril Date:411arch ' F, 2021 APPT Nl-rch :4­20!1 Approval Da tei XUrch f. 10:1 Approra I Daro: Nlarch.U, 2021 I EA E E _3 MAY 0 2 2023 PiGT1vftqje% Inc. C'GJ Windows, and Doors. Inc. PGT Industr*5� Inc. _N �'O T I CE 0 F A CC - E P1 _J � NCE E N1 D E.NX E St TWNM I E D INOTICE Of ACCEPT.LNCI: EVIDEN"CE SI-B-%UTTED N0at 21 ACCLkTkNL-_L: JVMENLE $JIM. 'TF-D Pla Virtual Review Assist, nc. Review completed and approved 2. Eildence Submitted under pm-ious submittal E. XXTERLAL C ERTIFIC ATIONS (continue) 5. Palt AM" C518 Therrnal Conduct 3. '.N ow -Evidence Submitted for co iance with the 2020 F y Debra Anne Klahr P) 3C 7th Edition Qt,1211ex �'uujj' �22S�tj,2i 111TV njdaLd_ compl),ring with 2300 A. DWNT-GS 0.881 BTLN-a!" hr_-ft� `1F_kS-n,1 F 1249 WV -Pa%. ASTM D398�0 �m­Pass_ ASTN4 E TR - Qxyg A. DRAN RINGS L Drawing No= M-D-5570.0 RerB_ tilled -Vin�rl Slid=_ Glass Door N`0_A (IMY'� dims 2190 LG=Durabilin7�-No Foa�Pass. (.Submiftied underprei-IM5 V0_4;.Vo. 1."469.0$t 1. Drawing N.-T-0- -NID-5570.0 Res-13- titled -`Vuryl Sliding Glass DoorNOA (LN[)-. shetts I I tbrough 21 of 21, Prepared by mmufactmen dated 10�05.115 and 1W rm ised on 04,22120, by A Lyan 1wfiller, P,-E, id. Quxlex Put 21U�as:ga lying �w A STY1 CS 18 Thertual Coaductivity- I"" BT U7 -in,' I of -11. prepared by manufacturer, d ated I 0�05,15 ,and lasr r m_,ised on 02, `0 1 !`2 1. Cn signed mil sealed . comp ith signed aad se, aled by A.Lytin, �Mer, P-E. hr--ft-' `F, ASTINI F 1249 U717TR-Pass. AST-M D 1434 Amon P-e-inwance-Pass. AMI E Tl-og. Note- Tlus mrision consistsreplacemetit of same existing astallation screw with flat head. B, TIESTS 1-189 I.G. Durabili-m-No AST-M E _W_ Dew Point Deve-knament -20OF in 49 lin, (Sitiltruhted twiler.,V0.4.Va. 154409.001,0, 1. Test reports on: I)AirInfiltration, Test, per FBC. MALS 202-94 2) Unitonn Static.4ir Pressure "Test, Loading per FBC. TAS 202-94 - A 3 7- Vision Extrusiona- Ltd. Parts complynig v4th P`X,`C-,4A_'%,Lk- 303-13. Volummy'Sipecification -d B TESTS L None gnommlb� 3) Water Resistawe Test, per FBC. TAS 202-94 for Riod Polymmyl (11oride (PV Q Ext erior ProMes for Vision Ecw-isions- 41-t .-%,T-X - b-�; 4) Large Mssile Impact Test perfBC- TAS 201-94 5) Cyclic'Wind N-esswe Loadingper FBC, TAS 203-94 : AANIA Fenestration Extem Profile Certificatioti ?rograrti- tSubmeled rarder 'VO.4 �Xo, 11�_ 040A 9S) C. CALCVLATIONS along with marked -up drawings and installatim diagram of all PGT ludustrks, Inc. 8. Vision Extrusion5_ td- Parts compkving withPVC-AAI�lA303-11_ I �N= of& representative unks listed below and tested to quabf� Dowsft 791 and Dowsil 983 silicones. (Stibin itird tinder Y0.4 �'Vo. 1.5-0409.65.� 7R-kN(:-E (D prepared b, * Fmcamfion Testing Laboratory- Inc. Test, Reports Ncr - gid Pol,�wfiryl Chliarid er fPVC'�,) Fxtthor 9. PVC -A -AMA 303-13. Voluntin, ' �'Sperzifkarocni for Rip D Qj.-_kL1TYASS1 (D FTL-7$r,,, P�GT PW i520 PVC Fixed Window (Unit 6 in Proposal), dated 09f0344 Profiles for Vision ExtrusW'SI& Ltd_A-7EK-1 bv AANLA, Fenestr-ation Exterior Pfofile Depmnroem of Rm, ilator� and Ecommic Resources (RER), U) Fn-20-2107.1, PGT SGD780 -Alumitanil Sliding G115S Door (Unit 7 in propos4 Fn-20- certification. program 1107.1 PGTCA=I74OAk=Outsw4Casemmt�aWowt'm 8mpwp al)]FTL-20- lit 05 X Notice of Acceptance No, 18-1217-14 iwued to Energi Fenestration Solutrim IJSA,,, Inc- for 1. ]MTERLA1, CERTrFICATIONS cu 2107.3. K;T,PNA,7620,A,A1ummtun Fixed A%ndaw (unit 9 in proposaTf indFTL-201­21 1077.4, their -Tan 3040 & light shade (non -white) White Rigid PVC Ixt*rior EK-truisjons foi- 1. ]Nlriotice ad',Acceptwce No. 10-0305.02 tssued toKurariv America. luc. for their PGTAV 76,20A Alummum Fixed Windouquint 10 ia prolotsal) dated 07`13/20� all signed Windows and Doors". cxpirmg on 02.,04 221 --Notice -to "TrosHoll 1"Irraclear, Clear, and Color PXT Glass laterhivers-_ W= OTO"� _g on �'oticeof.kcceptance-No.1'7-0808.021wiedtoKurai-av-Ameii 0 and sealed ky Idahnis Ortega- P-E. 11. of Acceptance No� 18-012102 issued Enem Fenestration S�oluttost_ lJSA. ltuc� for -AVbite 2, _N Ica hic.fortheir > 0_ WrtsmUS for JA�'jndow, theinserie"', mgi(l PVC'ExTeriet Ex 5 and Doors - e%pirmg on ((Jeinr and White iss Interlayers ex�p g on 0 G1 17"04' 3 C. CALCUATIONS L Anchor verification and structml With FBC 02,28C'13 'Notice 3 Notice of Acceptance No, 19-1106.10 155iied, !to Vi4on Extrusions Limited for their "'Brown calculations anah'sis. compbring -by 11 *ff Acceptance No 1"203.03 issued To Ener giFetiesmation Solutim USA. inc- ROT, Coated(Parted or Liuninated) While Rigid PVC'Extprior Extrusions for WindDWS Edition (2420). dated 04i2l-20- prepared by manufacturer- signed and sealed their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for andl)oon_'� CNpining, on09`Kr2+ Antbonsr LNmn Nfiller, RE Glazing coinplies with AS-4111 1300-64. -09. -1 Z and �-16. D001's eX ig �,oi 014/1 6 �2 5, Pirif ! - 4 'Notice n;sued, io'Viis f lutir series ion Extrusions Litnited of I -VE 1000 Tan 202 and lighter -shades (-TN'on-N11*#) Rigid Celluiar PVC Exterior D. QUALrTY ASSITRAN CE E STATE-ArLENTS Extrusions for Windows and Doors-� expiring on 12,29,21. L.J. ofRezdalor; ind Ec ist-iLomic 111 Statement letter oficionforaruice to FBC Etfition (2020). d,,Ited %22,210,, issued b"; n nifacturer. signed and P-E. F. S T A TE-A I ENTS E, 3JUTERLAI CERMCATIONS 2. Stateawnt letter of no financial merest and of independent- issued tw manuf twer- dared 1 Statement letter of confonrlance to FBIC 7a, Edicion (20201- dated 0211101 -2L issued (D 1. Notice of Acceptance No. 1.9-03"--.02 issued to Kuraray Amellca. Inc. 'for their 04,1 8,110,� signed and, sealed by AnthML11,�m2\1iller� P �E m�anufacturer� sigued umd sealed by Antluan�)- Lsmn?%­Iiller� P=E. "Trosilott U111,11'airlest.. Cliar. and Colot� PA-B Glass lutt CKPIMg on 3. Pri%,ate Labefirq Agi�eenient doculuent beinveen PGT, dared 103�f-30),15� and Sizned b 1�r all rhivatit La�lukg Agreemem dated 0-308421 benween PGT hailmstrim. Luc. and CGI CU 07,109f'24. involved paties. ow - and Doots Ine signed bry Dean N1 Ruark- P,E_. X; _P. Fn on behalf of co Notice of Acceptance No. 17-0&-1&02 issued to Kural -ay America. Inc. for their "SnuirGlast (CUar and, NlbT@) Glass txpi-ling OT W23. both companies, im G. OTBIRS I Notice of Acceptance No. 18-1106.10 isst;ed to Vision Extrusions Limited for Lh-6- "'Brovm Coated (Painted or Laminated) 'White Rigid PVC Extertor Exa-ttuons 1. This NOA reNises _N-O_k;F 177-0420,06 [`PVTxv.,CG1) and updates to FBCI-020 (ritiEditiou). -0 CL expiring W 1 �2 1, 1 Mis, NT(--)A rei-ises & rene w s TNO 14 2 0 -0 4 2 9. 0_45 (PLA. w,-C. G r), expuinz 04; 14 ----2 6. for Windows and Doors". e&7ringg on 09,,'30`2+ 2 4, 21. RER Test proposals, #19-11, 55 dated 10 11 0,�' 0 apprcroed by Is haq I Cb-anida., RE, expiraig -nie currem a%ocnned PLA CGI file eV.irtng 0 cri -t. Notice of Acceptaice No. 181-1106.11 issued to ViSnIft Exuu&iisass Limited for their 04!1+21- sffies "VE 1000 Tan' 202 and kahter shades (Non-NI'like) Rigid CeRular PVC UJ Exterior Exti-usions forWhidows and Doors". expirmg on 11:19C'l LhAq 1. chandA, FIX, 11hvq 1, Chauda. PZ Ishaq L chands, jF.E. T-T*Jurt Control 1);k 1&4Fhtrd-,or Product Coutrot Unk Sup*ryisor Prodape Control Ualtl�up*rnisor NOA No- :14110.D3 NOA '_Nol .111-0110FIX NOA N�. : 1 -0 Z 0 -� X 3 Ex-piraniou Date; ApnHl4.!0!6 Expiration Dat*- Aptil 14.' 3' .6 Expiradosl)at#�, Apri114,!0!6 Approvs:1 25,, 210, 1 n E 44 F -6 SHEET NO. March 6, 2023 A PA in - (D C_ —M (D > C- MIAM� MIAMI-DADE COUNTY 0 n 7:3 0 PRODUCT CONTROL SF,(,`TI0N �Cast-Crete USA., LLC Cast -Crete USA, LLC Cast -Crete USAJ.&C (3) 0- 0 -'70 DEPARTMENTOF REGULATORY ANI) ECONOMIC RESOURCES (REIR) I 1805 SW 26 Street, Rcicrn 2D8 BOARD AND COT)t ADMIN ISTRATION DI'llISION 1`[�mida,33 175­2474 T (796)1315-259() 1�1(7&6) 3 15,1? P! C N,O'Tl(,':E OF ACCEPTANCE: EAIDENCE SUBMITTED �qo,rl(`F, OF ACCEPTANCE: EVIDENCE SUBMI"I"IT"'D NOTICE OF ACCEPTA:NCE: VIDENCE 'ED 4 J NoncE OF ACCEPTANCE NQA)_ .L 7:3 L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.104 EVIDENCESIJBMITTED UNDER PREVIOUS A PPROVAL N 12-0209.12 5� EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 14-0903.03 C) 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DkAWINCS A. DRAWINGS Seffner, Florida 33-5844 1. DrcrwingNo, FD4612, titled "Precast andPresiressed Lintel Details", sheet I QfL 1. Drawing No. TT) 11151-2, titled'Precast and Prestressed Lintel Details" sheet I of 1. Dranvipkg No- FD4612, titled 'Precast and Prestressed Lintel Details" -sheet I of .0 prepared ky Cra ig Parrina, R E., dared March 2 4, 2 003 and Drawing.1v'o. L T4 6 12. 1 itled - 1, prepared by Cra�g Parrino, P, E.. dated March 24. 2003 and Drawingh`o. U, I - 1, dawa 03/24103 and DrawingAN-o- LT4612, titled "Cast -Crete 4", 6 "& !2) 0 U) 0 > SCOPE: ugh I o 3 p e r J by "C'ast-Creie 4 ", 6 " & ititel Safe Load Tables " sheets I i f , r pa er LT4612, tirled "Cast -Crete 4 ", 6 12 " Lintel Sqfe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all 70 E (D 2 This NOA is being issued under the applicable rules anG regulations governing the use of construction materials, Craig Parrin o, P. E., Jam.! �Vfarch 24, 2003, last revision -.I oated-4pril 28, 2003 both through 3 of_j, prepared by Craig Parrino, P. E,, dated Alarch 24, 2003, last prepared, signed and sealed by Craig, Parri no, R E., on 0811,9114. cl) co The documentation submitted has been reviewed and a=pted by Miami -Dade County RER- Product Control drawings,signed andseatenhv Craig Parrino, P.E_ - revision dated -3,44rch I L 2008, all signed and sealed ki, Cra�,,, Parrino, P.E. on Cz C/) Section to be used in Miami Dade County and other areas where: allowed by the Autho Hav ng Jurisd t o ic i it 22, B. TESTS -0 — (AIIJ), B. TESTS '111,111arch _21012- t None L 1,esl rclptidll i)n lIeTurtoltestingon,1", 6",&- 12" PrecastConcrele Liniels Filledand This NOA shall not be valid after the expiration date stated below. I'lle Mianfi-Dade County product Control UnIlled �AAsleli, uital qfll.3. corricrele lintel specir)nens, per AST!,,f F,529- 14 prepared I V C. CALCULATIONS Section (in Miami Dade County' and/or the AHJ (in areas other than Miami Dade County) reserve the right to have gned and hy Applied.Research Laboratories, Report Alo, 3 0.104.4, dated 04,,"7 0103, s ig this product or material tested for quality assurance purpose--;. If this product or material fails to perform in the sealed h1v Christopher A. Hainan, P, L 1' Calculations for Cast -Crete Lintels, dated 08// 912014, pages 14. 20 Ithrough 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P_E_ modify, or suspend the use of such product or material. within their jurisdiction. RER reserves the right to revoke C. CALCITLATIONS None. 0. QUALITY ASSLTRANCE this acceptance, if it is deten-nined by Miarni-Dade County Product Control Section that this product or material 1. Calculafionsfor C-ast-Crere Lintels, dated 05129103, 207pq , prepared by Craig D, QUALITY ASSURANCE 1. h�v Alfiami-Dade County Department of Regulatory and'Econonlic Resources OZM. fails to meet the requirements of the applicable building colie. Parrino. P. E.. signed and sealed by Craig Parrino, P. E, L 41,Miaini-Dadv CounlY Department ol'Periniffing, Environment, and Regulaforythfairs- z Calculations for Cast -Crete Lintels. date� 05,29103, 140 pom prepared by (.,rai 19 E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to cornply,"4b the High Velocity, Flurricane Parrino, 1',h,., signed and sealed b. ri,, Cr�jig Parrin(). P. E E. MATERIAL CERTIFICAT IONS 1� None. Zone of the Florida Building Code. 1, DESCRIPTION. D. NIATERLM, F. OTHER A111411ROVAIj DXXVINIENT: Drawing'No. FIA612, titled Lintel Details", sheet I ofl, L Sysuitol� Alanuaijin- )�Iade Prec�mi Liniels (001 "WC F� OTHER 1. Lefler hrom Casi-Crele USA Inc_ dated O&I9,1Q014, signeid cind sealed b z prepared by Craig Parrino, P.E, dated March 24,2003 and DrawingNo. L'I'41612, titled "Cast -Crete 4", 6" & IT' 12002, 1, Leilerfi-om Cuxt-f '-rete ditted Februcirj-- 03� 2012, signed andsealed Parrino, F E., certifying compliance with the Floricta Building Code, 2014 E Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -7. Prmiucis dated 2002. ying com )liance with the Florida Building Code, 2010 h), Craig Parrino, P. E, cert�f I revision dated June 12. 22614, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the rn - - Edilion. 6. EVIDENCE SUBMITTED UNDER PRENTIOUS, APPROVAL 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numbeT and The expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -bade County Product Control Section A. DRAWINGS A. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None z NUSSILE IWACT RATUNG: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precasi and Prestressed Lintel Details", sheet I 4qf 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees narne or logo and the Miami -Dade prepared b'V Craig Parrino, P.E. dated March 24� 2003 avidDrinvingNo. L774612, titled 1� None. B. TESTS County logo, le LoadTables", sheets Ithrough )3qf'3,preparedby 1. None. Craig parrine.P, 111'' dai(m) �V4,rch 24,2003, last,revision datedlrfarch 1.1, 2008. B. ffSTS RENEMIAL of this NOA shall be considered after a rene-wal application has been filed and there has, been no C. CALCL[LATIONS LU cban�l;e in tile applicable building codc!il�egatii�Vc�Nl,,irfectin*a tile perlbrillolilice of this product. & TESTS TERMINATION of this'NOA will occur, after the expiration date, or if there has been a revision or change in the 1. ]None C. CALC.14,,ATIONS materials, use, and/or manufacture of the product or process. Misuse of this N()A as an endorsement of any Ntol?(% D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this N0A_ Failure to comply with C. CALCULATIONS 1. Miami -Dade Comity Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISENIFUNT: The NOA number preceded by the words Miami -Dade County. Flonida, and followed by D� QUALITY ASSURANCE L Ay Miaini-Dad, Cou zy Department of Regulafo,7y and Economic Resources (R El& 1. None. the expiration date may be displayed in advertising literature- if any portion of the NOA is displayed, then it shall 1, ByMiaini-Dade Counly Building Code Compliance Office- be done in its entirely. E� MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1� None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued ky Cast- shall be available for inspection at theJob site at the request of the Buikfilrig Official, L None. Crete bSA, Inc., dated 0&08117, signed &sealed 1.1y ra�g Parrino, P, E, "I'llis NOA. relrises NOA N 19-0130,14arld consists of this page 1, evi dktic,,c,suI=�tTcd pages E- 1, E-2, E-3, E-4 and dL LL, E-5 as well as approval i1cicurnent mentioned above. �elm �N 4=1 r P.E_,M.S, /-34ichily'k. Makar, P.E. 7.� leirny A. Makar,.P.E., M.S. The submitted documentation was reviewed by'fletmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Proif`uct Control Section Supervisor NOA No. 20-0630.1 - z Proe�ct Control Section Supervisor NOA No. 20-0630-15 Product Control Section Supervisor NOA No. 20-0630.15 MIAMORE Expiration Date: 09/1 It2023 Expiration Date. 09/11/2023 Expiration Date: Expiration Date: 09/11/2023 Appruval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/22CYT2020 Approval Date: (1812V2020 Page I E-1 E - 2 E-3 MAY Cast -Crete USA, LLC Cast -Crete USA, LLC Virtua, Plans Reviem eview Assist, inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEPTANCE- EVIDENCE SUBMITTED for compliance 0111pleted and app rove d iv h the 2020 FOC 7th Ed 7. EVIDENCE SUBMITTED UNDER PREVIOUS' APPRO'VAL N 18-0424.04 9� NEW EVIDENCE SUBMITTED 11Y Debra nne Klahr PX230.0 tion A. DRAWINGS 'A. I)WkWINGS L i'vrone. 1. None, R. TESTS B. TESTS 1. MOM C. CALCULATIONS C. CALCULATIONS 1. Abne. 1. A'one. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Aftaiiii-Dade Counrl� Department qf Regiilcm�n�y and li'c-clno,pnic Resources (RER). 1. 4v Miaini-Dode County Deparinleia qf Rel�,,Iljlalory andh"twnonde Resourcis (RE)?�), E,. MATERIAL CERTIFICATIONS E. IVINTE RIAL CERTIFICATIONS 1. None. 1. None. (D F. OTHER L Compliance Letter with the Floridan- Building Code, 2017 Editiop __ issued by Cast- F. OTHER L Compliance Leiter with Me Florida Buildhkiz Code, 20.1 - Edition. issued by Cast - Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED LFNDER PREVIOUS APPROVAL N 19-0130A4 Compliance Leiter with the Florida Building Code, 202i 1 Edilion�, issued by Cast- Crete U.�4, Inc., dated 06/1 1�20, signed dr sealed ky Craig Parrino, P. IS". > A. DRANN9LNGS 0 1. Drawing No, FD4612, titled "Precasr andPrestressed Lintel Details ", sheet 1 qf aw Nlo� 4prepared ky Craig, Parrino, VE., dated March 24, 2003 and Dr ing L T461 7 titled "Cast -Crete 4 12 " Lintel Safe Load Tahles "_ sheets I through, 3 qf3, prepared by Craig Pari-ino, A E., dated March 2 -4, 2003', last revision daledJune 12, 2014, all signed and sealed by Craig-Parrino. P-E., on 0 January 22, 2019. 0 B. TESTS 0 1 . Alone� L_ CL C. CALCULATIONS < C) U) 1). QUALITY ASSURANCE M 1, By Miami -Dade Comily Department ofRegulatopy and Economic Resources eRRR). E. MATERIAL CERTIFICATIONS --.o <11 1. None- F. OTHER 1. Article of Conversion fior a name change. LM LU (,�41eltny,A. Makar, P.E., M.S. A. Makar, F.E., NLS� < (D Product Control Secti4)n Supervisor Proilud Contn)j See��" S ion , opervilico- __J NOA Na� 20­0630� 15 N0,4 No. 20-0630.15 Expiration Date: 09/11 W023 Expiration Date: 09/11/2023 < Approval, Date. 08/20)2020 Approval Date: 08120/2020 _J E-5 SHEET NO. March 6, 2023 F " A 15 - - Z / I ILI ECO imc- �!�_.�_:_ TILLFT TESTIMIS & E101011INGISAIRIM COMPANY .--.-- ___ Nwo ii_�IR_ -A. _`TTLLIT­� 'A'I't, I-P,E ­­­- " "' , , , , ­­'­-­-­ " ­" "­­ "' "" V�Ijtrogpolxclll ?L T',LL LkEZI, NVI, � t-V ZLC�� U-N, NXIEE FaITSM114111r;Mk lk11_Nj1!!11X6L_1_4A*T_9h M REPORT NO.- 20-0728.01 DATE�, JuII) PRODUCT CATEGORY- Shutliffs PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME- 210 �GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER, Qlainild P"WAwrift9kaft"G. 1 4800 SX W Steet Davis, Rorida33314 .1 - PURPOSE OF UALMATION: Thisr is a Product Evaluation Report issued by Walter A.'nM Jr, PE, (S~ 10 # 1906) to the Global Protection Prod ucts, LII Rule Chapter No. 6114320-3, Method ID of the Florida Department 9f Business and Prolliew4onal Regluilatlen. This product Is being Issued an Evaluation Report as described heroin, and has been verffied lot compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Codc This Procluct Evaluation Report shall be subject to review and revision in case of a Building Code change that hill affect its limitations and conditions . 2, DENCE 69MMITED: Zj-PROUCT-f- "AL ALTIONDOOOMEN'TrefLU. Drawing No. 20-176,, billed "20 "GE GALVANIZED STEEL STORM PANEL", sheets I thrut 26 of 26 prepared by Tilleco, InG,, signed and sealled by Wetter A. Tillit, Jr., P.E.; dated 07t28/2020. This drawing is an integral part oll'Als Evaluation Report, 010 A. Ull",. ,-Wk .I,/QN /� ..... I I ..." # W-1. �0� ­ � C - _.�� or, C .., I/ N "­_7#___ 1� __1 I I - ,� I ii - - -1 I - . i __ ­­'. ­_ �� No. 44167 11. � , -, -** '* 1,V,.Z,f �_, - . � * V . � , ___�__ -.11 - -M -". ­­ . .1 I S _Q _. ­11-c- -,-- .,t. � -IS, A, "r � , , 1* �%� top'10, . A01 � :,. ��'- ..�': iI11 - .- %� , I rr 'if ,nori�cb.33W-Pho":(305)871-1530-i,,;�,,�&"Aii�t,a 1 6355 NX 36th Street, Suite 105, Miami S`11 . Pq"DUCT EYAI� A110N EEEEDRINU� 114MO 2 U-M-TREPORTS- Large rrV inipact arid fatigue load losts were Performed under Protocols TAS 201, 203 as per section 1626 of the I"Icrida Belidinq [,'Ode- Unifornistatic loads . or, perTAS202 ProtocoL Test reporis prepared by, Hurricane Engineering & 'Testing, Inc,, Reports 9 96-569 dated 0910917996, #196-570 dated 0911W1996, 4,16-730 dated ORQOM996, all three signed and saa�ed by Hector M_ Maidina, P-II Fanestiation TostiN Laboratory, Inc. nWrts # 2032 dated 0411611998 and P 2-126 dated 104611998 witnessed by Gilbert Diamond, F.E. and Recort NO- 0219.01-09, dated March 4� 2009, signed arid sealed by Edmundo Larigaespada, II and Henry Hattem, P.E Teile test report No. 9CM-197 Oy OC Metallurgical. Inc.. date. March 13,2(9)9, i R Rgried and sealed by Frank Grate- P-E_ U-VIRUCTURAL ENGINE5HjNq_gALCVLAjj.QNS, On 2�O Gage Galvanized Steel S�torm Par -of for maximum panel length vs. desigri wind load, as weli as rroxmiurn aricticar spacing vs. design lAtind icied and panel fangthbased On rational and comparative analysis, ano �r accordaricG'.Aith section l0ifi of the Florida Building Crd9r Calculatlons prepared tly Tbeco, ln.c_ dated I I�EOVOR and 01112/115, signed and. sealed by Walter A. Tinit, Jr-, RI 1_M1S2LUMeMjAESJSTAMir,E_ Large missile Impart urider section 1826 of the Florida Building Code, as per JAS 201 Protocol, +, VV - IND LOADS - RESISTANCE. 20 Gage Ga I vanizoo StecE Sbonrn Vans[ has been verified to sustal- wind pressures. Maximum panel laninth 0-all, be as indicated on sheets & 4:1 I � i- _�11. __ a' - � " 1b. 19, 25 and 26 of 26 Of Product Evaluation Document (P.E.O.), dra-Wing hhG. L;E 20-176. Maximum Anchor Speang snall be as Ind"Ied on sheets 8- 9 110- 4 1, 14, 1 5, 1?, 18, 19, 20 25 arid 20 c0t 26, of Product Evaluation Dowmers ilr`.E,D�)� drawing NI 20.176. b.-PISTAUATI-ON!, Installation shall he perroffned rhirflyr tj accordance with cletails Indicated on sheets 3 thtu 7, 10 thru 20, 23, 24and 25 ot 26, Of Product Evaluation Chacutrijent (P.E.D,), drawing No. 20-176, fOlinimurn separation to glass shi b k W a as indicated on sheets 8, 14,16,25 and 26 of 26, of Produrct Evaluation Document (P.E.D.), drawing No. 20-117II , 'Nitollfillywi, ,.p 14 -,S� ,e� .1 A j", ,"I'l 111. .� 1'.; � I- �In - -, '. � I/ , . - :P -,V s��.., \NI�EEN&Ie'% � T� . __­-, �9 _-, I.. V" � 1. % I- � - � - - r - ;__ , ­__ __�_ -4 - * � ..... I.. 1-�, = - , ot 41 Fj7 11 , I 7/;,rqgiP"i�90%- * .Z z " ", S - - �: jx� X - - Z. STATE OF Ill; - C, " - 't ­F-7 % 'I, ,�, O��, ... 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I - ro,L: � ,('1, � � _ �,__ - ,'&O, N, - - , " �. - - - 1�,, , , r�. , L �' �� %1lC � � 1-1 � I I ", I il � I , � 0, ,;, V - II V � , 1� - � EXIMUM PVVEKD c, r � . ? 1E V_ IVLORIOVA WiLoiric �Ciooi` (High vElde,eNy Nerric­k ZO,w) ' 'I" ­ j7 � P, -� r� t!, ­ L L ... � - A " ­ � Z '1010 `V7L(.JEL W i ­ r0ar"tinf. r ' " I Q'QIJIIIHf%I4 ILLI-rq�,�i'ANI�� � 1� � ��, I I I a 2a "GE "LVANIZE0 SELL STORM PANEL I V�� Z�r ;] 7Q . __ � . - � -_ ��, I �. I : * 2 - - . ._.....____ ­ '', '''' '', ­, ­­ '­__._"_­;1­­­. -1, - - - E. . . � M I % DUE "t, � Vil --- ­ - - -_ , - .1­1, � V11VR Mn - I , -� <?"�. 0 't. '_ 11 EI `1 -CLOSAL PROTEIMON PRODUCTS,, LLC.� ,J�L �, V. Ill() � ,�_� _ , i, , " . .. 0 R I e�.�� a � - .-.,-;A9 X, tlQj T_j --- ­-�Ljj �_______ 01 I'NQ ill -,. T . . - ITLY. iell�l a C I VEVIAEE� IEI� 1, S'�l t 2n-1,2p R �, - 13;=o 1.1im" � ,O,C I0. LIAIC, T'_ 11314 . 11SIM11i 11 -,""'I AL -�' -'4'1-*P .,I.,.,, .E. W*nmw., - - 4-NE&L � U_ � A&I F" NER)iIVw-#'m 9 - SOkE Vdi. N'�! , ' �_ VE­,% � � Dw _­ r_____ i MORO, � I . , , -_ X6719 - - A - ­� It., CA� LI 77',, UA,1Q;;h;;;a. wnp 1 2� - - .,�'LL - I , � - , . --- i � jum i " st -Lt= _.. ±:LT , , , � , , , - . RIWICR-ra"W"E", mf-ojicli�!"ii'lit,v , 11 � � 111111111111111111110 6-M-ATERIALQHARACTERIV: 'ICS AND 3-PECIF . _Jr. �AJK). E; NB Shall bestrictly in acCordanre with General Notes and Cornponents indicated on sheet 1, 2 and 22 o1`26, of Product EvaluaOon Documenl (P.E,D), drawing No.20-176, Anchor speclificattionsshall tie as indicated on sheets 1, 7 and 2i of 26, of Product Evaluallion Dociument (P,E,D.). drawing No. 20-176. EMIJAII]FAIIII!III ?-I - Shall be strictly in compliance witit General NoIes No. 1, 8 thru 14, ihidicated on sheet I of 26, as well as General goteas # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Enaccurriont (P. E-D,), drawing No- 2-9-179 prepared by rtlt&ca, Inc. and signect and sealed by Walter A, Tillit, Jr,� P.E. " " ­H F�J;. Product may be insu lied within HIG VELOCITY HURRICANE ZONES ac defined on secilkhri 1 M20.2 of Me FII Suildmij Code, 7­1 Pfn ,djunt shaiil only be Installed irta poured concrete, conciete Ok�ck, and ,A,jLtd frafre structures Product Evaluation Report prepared by'vidiner A. TPI Jin. P,E. (Flarrida License No. 44167), President of Tilteco, Inc. (Florica CA-0005719). . "IE,%jowful", "k III TI: ", ,X*V!��., I - k4/T%k 'N ­­­ I '� -1 1�; �._ - Z �A fzj� - '--. 71 _1 �,- � - � - . %,�C�ENS � ,k � �_ . - R_ _ Z �' 7. % -�:-_­­-- S�­_­--ji-­�;- _%�o. 4 41 67 -. = r -"-. - ! * 1 ­. , - ­ � ­ ie 1* �__ - , * � , . __� 1,7e, � ��_ I - . Z - - , ,,g� .", VC,,'O,� STAR 01- ,; �__ I. ___._,..,V�._. � k, It r , ,­74­-­-,o----,Z� - 0 p IT) ',� � " ZO " $' I'll I I � �i(�,,_,�"' 1, RA� O-�Tlt TECO AOMONRECORDS kP, E. FUFP0RT,Z),GL0Afd_. FROTECT]ION PRODUCTS, LiLf.'Ii 20G,AGE QkL�411ZED STEEL STORM PANEU DFINVO tli;20�-, 76 �REFOVRT� 2.MM�01 - -_ ________ - - I __ - - \ � Z I I L ECO i!!-C\-- ­ , Till IT 11110ITINIft 0I EftiTcHASEANA18 COMPANY � � ______ ­­­________ '"--'----' ' '­------­-- l��illi�,,!11,��!111,,F���l,,-�'j],�il-" JO ,If , � _ 1� tikc T� ,V�_4, ,?Emn )MOM21 I '.BLAA�ILAT RT �', �%i,t �,, 44�7 Q1 WINMj !Q , R. OEVEEEV� - _ �,30&,t? REPORT NO. - 204727�02 DATE: july 27, 2020 PRODUCT CATEGORY: Shutters PROVIDUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANLWACTURER- _61001-RUd9dLon. PMducilts.. LIX, 45W S�W. 51 Street Davis, Flailda 33314 1. PURPOSE 0EEYALjj.ATM; . - This is a Product Evaluation ReDort issued byrVialter A. Tillit Jr., F.E. (System 11-1 # 'COO) to the Global Protection Products. 1I Rule Chapter No. SIG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Repod as crescribied herein, and he-$ been verified for compliance inaccordance with, the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivaterit to that required by the Ooder ThIsProdual Evaluation Report shall be subject to review and revision in case of a EyAll,ding Code ahaitge triainlay afflar its limitations and 0onclitorns 2. - IDENCE.$ . IE tTM fl 2 -1 PRODUCT EVALUATION DOCUMENT (P.E.D.I: Drawing No. 20-175, tried '24 GAGE GALVANIZED STEEL STORM PANEV, sneets I thrij 1 8 of 18 prepared by Tilteco, Inc.; sigined and sealed by Walter A. Tillit. Jr., P-E.; dated 07127,12020. 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NtQLiI:r0 III I WIL10 Z- : Nr)144167� �� �- I WIN Filk EL - � - ___ I 1_ _____._._ - I- - _­-_­-­­ I ­­ ­ ­ _ � ,_ _ �__�!�,, X6 UQ.T.1QX..7.:__X a * ,� i - 1 : , r_,� �,�VVJX 11"'D", = �,; ': r_ _ - , - T ­J- E C _0 ",\ 1GLOBAL M A TION I - * - - , L INC JTEC PRODUCTS, W tV - " LLCI��_"_ � , _;G, q,tI;� of;� ���IM �,:;, i , [ r1I -..F,r�.fL5E69�,E,FL'.;,-RF-MRMA1'-12.. QK � ,,, l, t,1K - � , Tii�a �fp�44 ii� � - , �Wl ZIEVI �T Rju , ,, �r, I _-Ze�T�J, cm i r r , - , � �Hiii, T�34r�W�1 _W O, �� -NT TO STUCCO/WDDD . .. - " - - - � .. X ",4� I, �vvil ,��IRL CieOeO_`Of5 ", 20- K5 ADJA ... _jI ", I , � I 'O _` - ,___ _. _ ... ... . '_ am -ON.- " _ 1. ... ­­X�'A I lgWg_K_Aj2LN!_=_ gLili:m�43fir.41.4fir�-IFriyo-;; �[ U., TEEiT,RMRT.5V; L&Oe missile import load tests were performed under SSTD 12-pq standard as pel section 16091,2 of the Florida Building Code. Uniform static toads as par Section 1709.8,3, per ASTM E-3' SO, Test reports prepared by American Testing Lab of South Florida, Report # 081 4�01 -01 dated 03111/02 witnessed by William R. Mariner, P,E , Boriz Moroz, P,E, arid Henry Hattern, P.E. and Report No. 02119�01­09, dated February 26, 20W Signed and sealed by Edmundo Largaespads. P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Pralocolis TAS 2DI & 203 as per section 'I 609.1.2 of the Florida Building Qnde. T ost Report prepared by Anneri�n Testing Lab of South Florida, Report No. 1123.01-10, dated NavennW23. 2010. signed and sealed by JU30 E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Jnc., dated March 13,2009, "ned and sealed by Frank Grate, RE, as per ASTM E-8 and Tonsl:e Test as per CC Metallurgical Report No. I OW-13118, dated Decomber 1, 201 01 signed and sealed by Jerry Jaclofano, P.E. as perASTIM E-8, Z.Z,..�S.M'.ZTU.RALEMNESMO.CAkGULATIQbM, On 24 Page Galvanized Steel Storm Panel for maximum panat length vs. design wW load, as well as maximunanchcr spacing vs. design wind load and panel length based on rational arid comparative analysis, and in accordance with section 1604 of the Florida Build Irg Gode. Calculations prepared by Tiltem Inc., dated I ?J1 0 0 and 08/27H 3 (for this revision), signed and sealed by Walter A, Tillit Jr., P.E� 3, MISSILE -IMPACT RES] TAME: Large missile impact under section 1 e09.1.2 of the Florida Building Godat, as per SSTD 12-99 Standard and TAS 201. 4�ffl_NVLL LRESWANCF..; 24 Gage Galvanized Steel Storm Panel has been verified to sustainwInd pressures, Maximum panel length shall boas indicated on sheeN 3, 9, 10,11, 12 and,117 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20175. Maxhinum Anchor Spacing shall be as indicated On sheets 5, 9, 1 0, I 1 r 13 thru 16 and 1 8 of 18, of Product Evaluation Document (P.E.D-), drawing No. 20-1 75. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a norit-porous storm shutter assembly, as per SSTO 12-99 Standard, rquylvill li-491)�4o'lli'Mi�m,irk4R - - 5,1N.STALLAT-1QN. installation shall be perforated st0ioly in accordance,with cle-taPs Ind Icated on sheets 3 ibru 8, 12 thru 1:8 of 1 $,of Product Evaluation Document (P.E.D.), drawing No. 20-175, Minimum separation to glass she![ be as indicated on sheets 3, 6, 13, 14. 16. I 6 and 18 of 18, of Product Evaluation Document (PI,1I drawing No- 20-175. C. MATERIAL 5-AN-I IFICATIONS; Shall be strictly in accutdance with General Notes and Component,. Indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (RE.D.), drawing No. 20�175, 7t,. 11 . TAT-10-N-S AND ,�r,,_QK0frjQ.NS_Q"$E;� 7.1 � $hall be strictly in compliance with General Notes No- 1. 8 II 14, indicated , . on sheet I of I 8 of Product Evaluation Docurrierd (P.E,D.)_ drawing No, 20-ITS prepared by Tiftem. Inc- and signed and sealed by Wafterik- Tillit, Jt_ P.E. 72. Product Shall not be installed within HIGH VELOCITY HURRtCANE ZONES as defined on section 1620.2 of the Florida Building code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter A_ 7111t, Jr., RE, (Florida License Nm 441437). President of Tlttecci� lnc� (Florida CA-0006719)� . - - - � - ,V,�___,� 1- AN "'okv-El' A�FN$ "V "� E, �, , , , . i ­­. X* ,V I - 11 I - ` " . - � - _­­,,� -:7 1 V �. `­­_'­____-_"s ��V` ,j r ," ' - 1. _7�e;, 'm � - * :* WATI'LL -"- L_ , I 'CE'. D'A TILTEcOADUEO"RECORDS-1 P, E, REP0RT,20X13LQ1#AL PiO��AWE ' , cALvAN[zE-05TECI-ST-WPMELNMY�G020-17bkRM-DWfr2(�0727'*q �__ �, S� L I �w-�, - ORM ..-, _e � ! 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. *1W/ 0, 2W/11D. 3W/10, 4W110. * 6/5 5W/10, 6W/11 & 7W/11 1. IaT__ AA�4WVS- KA CONCRETE SE5 SCIECOME CI% W-ViXIES 2 & 9 "m- - - I - --'* I` JoN EVIN A= SEE src-TIONS ON sr_�_s 1D IT " I. rm, . �­­­__ * , D,M_C2).(K'l , " (gI, I—- �-,___­___- _­ ­__­"­"_ ­ " ,, ­­­ , � � ­­ . .­ ­ ­.- __ ­­­____ ­____��_ -1 - ''I- __- , _­­_­_j 11 , , r E __= - --I- - - - - - �_ - I I V ; . . I 11 ,, ,� I ) i � I I 11 I � - � I - _T__ _-T , I" - F­ I I .� � � : n " " ",''I ­� -I ­� , I I I �" .­..­-.--­1­1­ - ­ r-- - ­- I t I 7 I , , �, 1 1,4� 6,1 ,"I �" , I I � . . I j: I I f � � 1 � 7 r I I i IV I ! , I I I �",(3D�( t I �.. I I � � : I ! ! I � V I I � I 1 � � 1 � :! I . V iz, � ! 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BE RESPONSIBLE rOR -K PROPER I . , HE P1 D� FlOOLNUR OF RECORA ACTING AS A DELEGATED ENC4NErR To TK PJ�D M114M, SHALd 10 AWI M WALL SNH-L. BE AS FOLLEIVIII ", Iw I Tic mAwNGs FOR RE)ASIN JA� ITL LS1�-_j'St_ PMSRSL , C, L61TSVE (0 !1,41S PE-0- 51W,L 011 THE WE AND Cill SERI MHO STELmLILLERr FE" IHJ PTQ1fSSrSl,TqiL VI or - � T4�9,741tlll,[ `ifiC,HGS& AS, ImMIX AL'T'�AS�:I W!" I [ A NWILDE � I �R'N f "'IS I IIQ T'L'II I' � W,X)Rg THAT PREPALfEED S - /4 1 � 7,18' CAI,k�N fihf�].IRSI, ArS o�ijL[T:L0EjjjIiOEI PY OLYWI INC T,fW r'tiI o­-I) . t . 01 IQ AANWIIAI-E II IO & PIANEALI ElliliS, yg�fjM, KS HA4Lrj&r,TLREj, ey CLCLi L�,.o%jTqIjcT`TM FROULK, I If. SITORM RINI WANLIFACItIPEWS LIAEREL tlAl, BE LOCATTEO Ofif A 5BAWLY VLLS4&�(. LOCATILA AT` STORM YEASI IN rs. XXORDANCE WHEN SECT04 1709 I9 I OF rLDRIOA 9LIkOil 0ODE ONE EASI SHA,L BE pLACED rM EE,,LRY OPENING I (f-,- �1360 P.. 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S_ SURFACt [FEEM, MEARIA10l iffftT01 lw *; : * .: * 3 FLOO13A BUIL04I �-Ql (Mon Hk Mal Hurfil"I Zone =__.ia­_ . - . "� :� 1. 2:i ;t N= IVI "Al , k � � � , , . , y 1.1-11 1­1 .... . 'k-_ 1, ,, � � Ill iTO .1, MMMA�=,l l I I i`S:1, �.;, ,..."I ,,, 1� ��,�,. �� - " I*' � - " "' "'I'lill E C 0 1 M c "', !GLOBAL I 00�� .- - ­­ I F'ROT.ECIINON PRonuo'rs, LLc.1 "'"All"'l ,,� I _­­ 11 ­ ll 4__..___ rk 4Ww;a"­aSl 51 SANO - 11 I I ­,, 'Mmo I'll I'L JLLMI, , r1l : I .l SW �ii � __.-AMPLIAMWIMM'AiMitiMMA�"W'. P,MOl (05")INIMMI 7',Aa, MAE 20-175 - i , Wwil 1. iAIA1M­ HE-fial , .- I . - - ---I- 1XIIA, I lWaMAIMI'MittD."T "`_ I'll; � I - I — " - I . r 0AIMIlix Ill ,,,, -.9 I _WMd.i.�aL1:__.____ E I - Z±=�__ - �_­ UMM-AiEMA-USM PR SaURLBATING."Ll. . . .. AND__QQR8UP_QhP_IN9_A&AX1M_ NCHOR apAcIbig jL, R MEM EANEL Ill, I108S INTO MOD STRUC-T-PRES (VALID ONLY FOR PANEL (D INSTALLATION5 AS PER ALTERNATIVES IWM THRU 4W, ON Sl 6 & 71 ­­ ill &&D. ,_______._._. MAXOMIMEN IMNICKOINS - ... ... SPACING FOR ". - AS SHOWN ON SNI 5 & ? I APPL�I,t II. — "',lo, DESISN PINVISUINI RAINS - Alm.-AlIv I & iuiy COMBPATC" PANEL — . IV I _ TASA, ,_ I ! i I - � � FANE PANEI.Ml - ELMOXE - - 1 INSEW BUSNK 1 LAG SCREW - Al ­­ — 11 FISANX a i PUI I - ___ or TNW I RN, f � __ � * 17 :--= 13* 13, 13"' ... -- 1W (T" ------- I'll - .. ­­ � __ ___ � I ,�3 i­r­ - ::J � � � � IB� E-.-tiOM;- ­ � 1� _:q_­ ­...F.F � - __ __ __ ___­, i � I � ��F ­ - 6 1/2 . 6 I)i� 6 I , �2- - i i �#i liaIi l 2. (l 1� 51-Ir - - . - � 6 1/4- 1 12 Ilr - if. ,I/-' L M L'-- -_-__­--__ __ - I P, ____ _". Ill - — - - ---- iw ­014 I- � OR UESSS i I - -- . . . . l I a '. I - �_ _ __ - . . . . . . ..... . . . . . . - Rl� �7L iF­_-__t_ - I I., ".., _ I.), I __ --:I --- L'. ' �_ ­��J­­___ _A`S!�" 1 T" 1 ISI . ! ". I I r - ­� a - ­ � L' � ­­ - --- � -_ -_ - - '_ - All 'NIMI - ­ ' A145. -45 - - --- il- - , � � I �" a 114, t 13. , �, - -4 . 4W fwwlt I :S1 LESS; ,3. i . I r - - IjC I 13' a ',O;- IN — � IMF __ 13, - - ; 13' 15- V_ - - ____2r�__13' MW Ill 1 6 1/2� i 0 1/2' 6 IIIII . a 1 1/2, lw riar"i __±_I,l - .- 4 .---,, . V.- ­ _____ __ /�. --- - I 6 I/V 32 L a V,l. ­­ " ­" . _ __ _ _ I __ _ --,-- - 1, A 11,111, a TT12", - . � I i�. jw7il N117- - � � ­ �!!' O019,_ _ �5­#, it, 14I_O . - A ONN' _'. ­­- - I . � .­­ I-- ­­ .1 - L " -1-1 � ­ A t Tr 1 7" ,l � �- ­4- -, ­ --- - SN OINALTOMMI) iMl ­ 10 1/2- 9 T/Z' ;iF­ 4' I- 13 . 11� i _;:�� __ - 73-1 -.--, /_ . -, .,- ­ - l . i ) - — - SEE TABLE F1 FOR MAk A.S,D. DESIGN MIDI & MAX PANEL LEHI WHEN SPACER I IS ON SiAlErT a F.*-n, -T—!,.!�'�-R!�s—"n'T�.L"��'—'�.!!7 _20L . _; I _� ...... - � .... ­_­_1k1­.­__.1...J ­l11.__ — _____ WIA AISO 1A),ximum AiiouvNAtS SPACINO LOR E0, - A'S VAITMAN 04 SKETS A AM � — __ APPLODMILE IALMAI TO 4091 &TOMINXII".-I P^nn LE3,104 mim - ­ . PRESSLIKE I — RArl TAPICON . I LAG 9I tiANFLUA�E REMAILE I PANFLMqE l �_ Wl MnIS.-I &4l L7 4AA ) I I- 1 OF NIOU III ) __ --..--.-,. MY ___.ffiRRxMl11__,h___ IIN 1I, - 17 -1-1777- � - - IS 07 , " ­ t3_ ­ ­ i 11 3, . ___­ .. I I- . - ­­ I -1, - ­ - ­ I - , ,,, � tw NIIIIII - __ _-_ it T/,*- - - ­­ ­ -- . a ,/2' ___ -, _ ­­­­ ­ - 1/2- - --"i � . . I � — ...- ___ - a E/21 __ � � " _ � -_ R 017*11 !__ - � I, I 14, i2 1,12, F. ­4-_ 2V t�l 1 5 I - __ - - r il - ." __ - AM. - - - 1% (TOP) 1 LESS -1-V71- - - _ � V2, - _ _ - - 1" __ ___ - �!O, ____ - .11­ - IN - - I _­ - - 5 ,;, ENI __ - __ M3, __ __ - . � Ilk - - - 0" I - a,- LL I � k_­ " � ���� �;] ­­ - _­ ,l -46 t V - -I,-- - � 3j, __ _I . I C, .. ___­ � . 1 1�� , - 11- � AM � I L , R I To— � 75, -75 I.r -,3- - ,,l f � I E­ l- __1 I - - . ... 1,_� ____ - ilif (Tcv) - , , __ �_l 7; l ; 13' ____ - 11 .r ___ - � S 1/.-- - ­ - - - 6 1 21 - ­ I—- _________­ � 4 1,1A, _. ____...__ 4 ;; . __ .... - - ... . ­ I:, - - - . 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El ­­ MWW;­,,H,_ `� f�fm�m 20-175 AMl — -- - I - I 11 - rA-W.0719 ­­ -L Ill Ik", A tLle �I, �It _'...-t JRM�11 �_11 �I - - I__.. 11-1 ' ­11111--i- - = 4 12-Ul I— . ... �,li, � 2_1 �,±",��,���,��.��,������,,�������i _11=_,!.,1fT_:! " URA _4 MI-k''k- -J-11 - ­­` -6--ir (1) (1) c- Cl -0 — CO > ; (3) � " 0 a) 0-+- C_ _0 L_ a) L_ C� , �' = 0 (2) C:)- , 0 L_ = cia -0 0- . .— 0) �+- ( ) ; 0 -li-, I a) .4- r_- =3 M - CU .— (n (1) -0 0 0 �2 -0 C= 0 " L_ a) 0 C:)- = 0 ji: = = , I .0 " — I 0 -4-Mid CIO 61I.- 0 I > I .— —0 F= cil (1) : I (3) _116l L2 CL !E cc'.) Ill -4L-u C:)- li- -0 . =_ C/) < t 4 z z W mi 2", � Virtu I Review Assist.. Inc. Plans Revi Completed and appr wed COMplianc with the 2020 FBC 7th Editiop V by Be a Anne Klahr PX2,300 , I � � ': : U), _11MIMMIJ " 42) a) . W C........ _+_j 1�IIIIIIIIIIIIIIIIIIIIIII0 � U) =. M > CIIIIIIIIIIIIIIIIII' = L_ 0 - C/) CDL CDL < (3) -4-MIJ C-) C- =3 -0 Cu L_ 0 0 (a) M " (I M L. 00 =3 LU :E < = = < _j 0- SHEET NO. SHI 1,41 I 0 . —.--- � EZI/18. I I +EZIW/18 ARIC"S � T I 4 j C I I$FE esTai QT ,it IstEPPRAIWE II foa �11,115TE? 10) L . i L - J � Sa WIT 2, ,1 t IW/U0 � `j�L(Stt � 'NC�E n) 9101,4�11�111!Vl_ � - ,�_ � "�l 1-11 ­ .,,! , � 'r 7 _ " ___ �. ,�.-S-11-- ­­... I - , I I' 7�; ' L­ �.­­ !_ -1, I - r , 1 --`2;"=­ -- . I I i OF , 1 - -lei - � .-I - 1, ? . __ t ,,I" __1 - = . - . � . i .� , �!" .1 Di I �W I I I I ­1 � . ; . I i i , I I �: � i !I . E I . .. I 13F =, I � I � �� I i !_1 . - ; I , - ­­ � . -i-��- � - _­ �- Ii Yi --= - . I , P I'D 1 0 " 1 I . , I - . . � i � L 1 � . �, . I j I L 1, � _ � F, [, 12IIIII 1� � �,f !i I ii�I:IAII�i!i vr '.. lli� �­,;i AIIIIIJVI�, I � �� o , LI , 0 oll Ii - �,,�IILL ,�1111, vI, " , _L, 1 � - ,,'I I , ,�� F F ii,�Q41 %, L,I,�Ijj,�T�Lj PT$�TAA_,AT � [I TLILio f, - . I'LL - - " T< 1�_,,Y'r, rook, INS, I)l ­rL!i'!TLJFi; - ,I i I . I I ; � � I I i ; I � I . I L I I I � I I I .T i ! . 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I 1 -, � TA�i I !:L:<T I: RILIV _-, ":,,N(er L jlilio,�Iif� I - - 5�1_ 11 . � I L - - - -11 � - vO EN I As� ­_ F111 Yk4_ - -RL- Nrl- �,_�,-JT I " - - � . I � � I I i i � � , � � 11 �, � � � 'I , � I �, , 1 1 1 JIL � f 11 � I � - � � � _ �.. � �, � � i'� 1_11 I � � � � T .� I I JJ J - I! -J.11LL-1 �L'L L __L__..__..._L � �__j _j - L L_ A -1 -1 I- I_ _J -J .1 L �- I- -1 -1 -1 -L L 1". __�,Lj­ - I mly. I I I � � - � 1� ' � I I � � �: _ �� I I I � 11 t � I I " I � � I- 11 I - 11 I'l, ' , � I 1� -1 , I - ". I_ L _j -.I j L , _'­ �, I � I - " t , - � - � t � TTL, Dot,�,IA, � � A �'- III III ,__ .-INILY --:� " Ir- A - , _�'l 1 TTT,1,1�1� �L,�_-, Rr C.fI%Nr0-11 _.0 arji3rq? �T.�'. ��!-,,,,, ,�%;`��5 , - "O" :- . �-�ILJ�:,'IiEOL oj,� YQTE I I� LRI�",I,� Y �arl, I - L - - � r�"'S .�­,E"' I - �i . � ,,, -11I I 11� B�, I I'L, UL" �,',_ A hi'l L __ :u -, �,V IC, _, _ -. , � � '47',r L , . �. I E V - � I 5 _ _, . .- . ____ I __ .- - - . � I I . . __ A , . .­­----- - ­­-L' - 1. %Iff_pk��"_, .. ok, � . E, � ' ,'� � L,J,L' tllrF}wII - �I � 1­0`� E,,IcHcA� I ,` - � � . � ____ . ------,--- - 3' III - � , W, l�!�Il!! 171r T r I iY ONLb I"I-1:) `Q1, ihe'r"I T-ILI � L-11L. - ­ . � �SEI EE=L?1 E21 IF ��[Rhii U1. CN SHIECI 16� � . - : i � � . E Z `1 / I 9, I i . EZIW/18 I TyPiCAL ELEVATION E0R,$LR1f-5 20 LL . EQ .E,!:1 _-HANG -TEORM � PANEL, j- "11 SYSTEM (f ) I I SCALE 3/52,=,_ . ­ 9 I ! I . I I � ? TTA IAOT4 E#,-twi,w, � 11 ��,I ' ., a, oL, T,,Apl , K - / ,\- -7-911 [,T� I A I." n.eati S:z - L - ;4_/__ �-­,/___ 1 - I Wit W 0 t I I .1 I 7 .10jjQA_L__A% I SCALE 3/52. " I ","'ItTVIIiii, ........ � - �� '. !��/7`_"L , �',' - - , , , , � � � � � - - - ` , � . , - -i;- - , - , , , `7 ­% I ; I i � I � FLORIDA LIVILIX P-M COOE jtM 1415h Vdi=­ty Htl,ricaoia 20M.1 A ; ? z � !E­ I . I i I . 1 . - � � 67 ,4 1 ,I � . " � � EqATE ()V�-e---w- -­­' - � a, - I " ;Itr,q_,�,,,,�00 - ii`�� - YE: . . . . . . . . � 4�- . ... - � - ''� , L ___ I , 11 � E - ,.qqo,s­1 , ;,_.,iiii, - I 11,20N, IMP= NK I �P 24 Gad II GAIININREO 51111 S 0HP,fr4fil, I ..�-,,=ill!': - .-- � ------- r I ,o'lo'"111I It' 11L - GLOBAL PROYEICT100 PRODUMS. LICJ -,�� , . E, - l- TWT_ii­YW1 A C-5misrio CtWIRII - 1. AN, .. INN - 11ri _K - T�: `o� I I I PT T 7 5 III A .- T­�ATSKI "I !T�,::Firr " MIT" MAT - r. 111, 11!�, I- ­`� " L I ,�I, - I - ��l'-,EI ­:!., ,,.�--J�,.,'!�',, 11 I Eii '. - Ts _s__ � 00601 k FiEf, I I't - _AF- �­` ni .rY, " oI I,! a42141 w F -4, r � I I .... i - I etFF,kJf:;�r,QE_E1L�i'1,JG; � EIP4111311,1WERING EXPRESSa PRE30tir-T EVALLIATIMN RiEpoill - Saiam beilti 2020 Aronfic onboh Nurri -1 13% - R2 EO Project Nianlow 2041543 Praiduia MrooRfactutarI An American Shiners and Ghon; Marnifaclufor Address 1 W Mona Road Vited Palm BAnNI FL 33409 Pirratio-4 Nairre & Desodoor: 24ga Gaivanii Steel Storm panes Large Missile Inninearl Resistant Scope of Evaluation, - - Tesir Piroddid EvarejeTai RUDER ij� traing WN.-a-I acordidonce with the riatioreirriskm of the Florida I Dewownt Ca atieviess. ana Fitolessionod Fogar; Peace d7broda B tfiltakta C-onvOrstorn, READ Chapter !C,�,afwideoI��p�p!swMl�qiOd- Pr0 SREaSIG2•3MAkAe7�uViTII larded ,at Elor inialuatiod x.a murnnaTrIzed homfin ILL show, conin0ancirwine the B Motion! ulkiniq code g eoadevth EdbodM� and Iter !the Lquvto brat roebIii CaI sWeea Re-evaluaboh oil this Product shall be! required following pentrient Ficnift Suilding Code rniAtications or rinnsions. Substantiating Data: I A PH QM__CT EVAL QAjjgN DOCMff$ EX drawing QUE31543 Wed �zihifa GaNarnizod Steel Ali Panels (WIFIZ A Norr-ff")'�sheath 1-5, pr"rt,d by Eralinewing Expreans, signed & saMedby Frank gennardo. li is owirtlegnal part of this Firaluagran Report. - A .M$TMUFATS Uriftom shii artmahrral performance Men been tesheat i"Talocardance witti TAS �2W teat standards Ili fast roprid(s) 011ST-AS0474101 by SlackwaleTiVissfing, Inc - Large massi arvact resistance and cycffc loading parkinwitance has been testrid to izoDordance IANI 1 V17010po)I-0SnkadTasing. tom. A SYNNIUVALL Ltji�WQ reALi�iUlAl Strat:%ralisroditartag calutarahors, have been intepaninavi mitran; the productibased on c-ArriparaWe andfor tationvo anatilsis to quaki the tolifteeng design coteri T. Maximum Alkowable Spans, 2. Nfirfirralrin Abrittaflate Snare 3. Wimurn Glass Separation 4 Aar,drre Speong 160 SW li AVENUE SUITE 106, totERF11IL9 BEACH, FLORIDA 31442 (954) A 354-0660 1 III 196909 - Ire Am a FRA! iiNrIPR;;YITz- SxpaLs 5. r iI,r ENO;KEAftIN(;FIi-RP5S, Coo - ­11 IN, - ,­r',o A K11 r� , - r,t - � ­'y"­ _T am a-- j - - kt � " . - �_I1 1t;­1 �-I�=1t - 4--, ,@iT __ - IPII F 1) fj r�Ml --,N', - �t "i - Ql�� -j '0 LL It WE E� F'J1:;Tr--JE E F_j11'.,JtJ Pop 2 L51 2 All ArriefriLas Shutu,Li and Gkm, -2--lip Gakainzed StI Surtia orn Pal I _ No 33% unaease In allowable streahas been Used in the desion -of this product. SepavairTITT hom g$rLerng A not eliquirad fro inslailifinarris outs of wind zorie 4 ane Issunfial fraslifiras impact Resistance: ck e.1 DPFI test mporo,$), and IN LLTrj,,,Irr IrripaRsistance s bee n demonstrated ,as ovIdeorval prievicirsiI solLaiLiavill for in the ortgrneerovq destfin of rvils Product This Er `hag, has been designed lo fo.4sr wind loads as Ind Nfed in lie anon, 5PhPdFi on me Wind Load Resistance IN Is To Torrprichni Pirriduld LiNalitiation, Doeornorl fiLIP, Ong' a jj�jg drawing) Installation This Prod-zi shall be instalieD wr snic! TsurripNianco with as IrEAPodem Plodurl PrTialuaton Docuni �I a ' Thai along wfih.gll conrinceenis noted Vienna. eripiLPTSWILI, Product cernpurieri be otthe material SpecriliedIn that Froducks respective Product Evaluation Docirman, ne, eraneering drawing) Limitations &Conditions of Use: Use of The; Imoducl shad tair in &I nEcordance won the festrective Product O-aki DownaHit �i o - engineering drawing) i noted herein suporionpoitol Loans andshaLl be of a maliI All sIt,pporlinft hoO struduresshor be dosigned to Li SO ��s�NiinINsprod�����l�'st-�����imi���l��e�:i�mi0tr,Lrscti&jlwl�,� Hart Nihiliduro conI141111TIMIA OIYIChare Car Accloilinlilid few I IoNs Product's Tesiancirre anchor schedutirshall be designed ter an a siwspaoiNc basis bir a (agiWarod professional engineer All coinpoinents wtitch are ineirnarointat Installed so.11 be pirolected against corrosion. Ccrorsounation and other siach damage at ril Vmra; This IsRoducf has been designad for aAwAII and notakis lhe I-aran iiarx�`y �4rrricarw 2one i HVITQ.II1 ties pviutflall'k-, Frank Bendardo, 1IL ENGINEERING ExPRI ;ElIFrr04n54o I Cen Audi 4W 160 SW 12- III S IT In DtEP,rtELn RE&ca, FLOP[DA 33442 (9541 154-0660 1 (866k 396-9994 TEA TA RE f I 11 I "a PE A NG r�, " L T, � C, , I� I T I I , rno�N :I I Iialrl_RPRES,_ Coiq ,�,.,,�� - , . 1- - �� ,L'." "' , � I="_. I _ ilt I I,&" - AI -,,1- t - - , Al' ,`�II1! ! � - � - -R-_ - �z 4 ; , I LJII I ,,I, �j I I i .�, - ztj I � -, �_, I IT lc!tI � ') . I 0 - _�11111 �IT'I'II�­ Il. w. ,LA'""�, La' I� �, - :.1EI 1, I 471 � / P . I �,Wu,� � ,AT- H',T, _ -7 -_ -1- ;1'1 L C � -1 - III l!)ZI 4 t.,` �� .- :_ - __ � �. .", � t� - N or 1.�il . 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ANNEEN's '�i,I_EE�TsI,F_APTF1.Jz1' 7DALJ_ PRICIDUCTS CMTIPIED HERII ELT' OPALi afloi RM IMUM 11WINAIIILL AAI SPAQKG, MAMMUIMI ALLOWABLE $Iii AND PRE55IURIIS IMPICATEC, ENFE� MATERIAL, ANCHOR TYTi SM-ECT C�Aff LOAD GREATER THAN Ca EQUALTO 14 GATIVE DESIZ14 LisLR1nOKSNLTTI6RANO_-�],]I GREATHITHAN OR EQUAI, LT YTH07HR SPAN"; Ii CCEINECTIC11 n?E RASK ON AF"Ofini MIA NTING Q090111 ON tEi INTILIETIEN (TTA45 IINI CArN -TDE�i ZFOIDENI IFOEL ON TYPE�, 1 TANEL FASTENERS' ARE STUDS USK, IN OWUNCTION WITH ALI 1401,11I EXERUSIONS i'F�FRA(V_5TUDk1fM�AAGLE_1PI (155ii FAMIL FASTENER SPACING TABLE VALUE-5 FOR � ALL -H' - AND -U'-HrACai (TW-LUDI fjG itarrX.I F70f.finani 4 ANrl$LIMSSRALL5E!N��T,5LLMINAOCEMDAWEWrr�MAr4UFW--MrT'ER5'RE,�M'4ENnAncoa 5, JOLLVITI SLOCK T-Iii STR=VAE SHRILLCONEOW! TO ASEM Cac U:xlf, . t4WW4EMBt4t,T.IWS�OLLREASUMMINI.NICWR��CHMULt, 7 NISPUPLI EMBEETITICIff AND WGE CIT-TANCE EXCWOU5 SI UCCCT " Dri AND EITHER INALL R HII WALL FINIS"(151 SHALL eE Lfiki TV ij4- MAX ON. SHALL 4" VIIII BY UT HER45 10 PDEQUAIDi TWARSFEar LOAM r0HOG-FS,1RUEnLjaE e, CON11PRIT ANCHORS,40TED Effli SHALL BE EMBEDDED TO UN,CrAC*r. cowilli CIOLY 9, WHERE EaTSITINCISTNICTURE Ls V.TOOD FRAMING, ISTtN®r CoNornOte; MAY VAlim FIliaJ) qY) aoi� , E NJ FAY ir-tAT FAST I! Nt I%', ARE I M 0 A DEF Are, WOOD RITA Mill NG MEMW,P N OF st.'Xisni FASr - TO FALYWEI ris ACCEI�tOLE ONLY FOR S10F CLOGURE PIECE,,, 10. WHERE ANCHORS FASTEN TO RoUIROW FACE OFSTLID fRAKINITA, FA&YEWIL SIIALL LIE LOICAHM IN CENTVROFNDMNALr,IA'(MtO.}kVOOOSTUD (%-EDCEDISTANCE I�-ADCEpT.A8LEPgRWMC, FILARMING) Ti`OW STUD 914AU BE "SOU T11ERN PIN E� G-6 A 5; OR GREATER DENS TY. LAC- SCREW SHALL HAVE PM LLIPS Irian I'EAD Da HNE( MEAD, RETTRAN ", _4NBLE ANK14UP55 ARE RA IsElaie-T PAPIELMATE ALL40i STAIT'Sili -551- BU5H1iMG tz MArl-KNE 9ZIrEINS SHALL MAI IP-- 1,111I EPICAGIETAIETTOT 13F rArFAce irroa7liE use-. Ii JN ORAND KAY HALE !TAHEP &PAN HEAD, TRUSS�0ft�A�ERn aaSSDE41LK MI1) ) HC 13. MINIMI ERAREDRIEPTY AND WEDISTANCEEv�06;OZOT�ER WALI-FINISHES. 14-M ON -AGNATES ANCEADR OCIPA.MWIFA IDLIS WHICH ARE CCSIPTABLEUSES II * RDEEJ MoUtPTJNGV(;NDjTTQNo- Lr If INLETITINITERPOLATON IS AKDT PERIATIEFTEO FVP ti 01 ITH THD ANO-IOR n 0-LEFIVI I.MT11I. ITh I'liti 5HELT MM ��5 . -11I (1) (1) c— C/) AI III > (1) -II 0 c— _0 LAAA (1) LAAA CL C 0 (L) 0- 0 L_ -L-- -0 0 0 0 A -0 -0 = I = = a ) = = — U_ - CIO 0 I0 CIO 4- C) CIO > .U) — -0 E 0) a L_ 0- A - C_ U) Ca L ,AR CIO _11III-0 0 - 1 A U) < E� . I I 11 I I . . � I L I - 1 I I I k4sh" . Virtual Review . Assis I inc. - Pla Review completed at d approved for co liance with the 2020 FBC 7th Edition by Debra Anne ,lahr K' F X2300 : i I L � � Cn I _+_0 " (3) 0 � a) - C A.-IIIIIIIIIII110 -1116EIIIIIE-la W = M > 0 L- U) 0- 0- < a) 0 C. = -0 0 0- 0 a) � . ", L. (n M :f , I co I =,_ LIJ I 17 1 �E < = z: A< : _j n SHEET NO. SH 1.5 1 FOLD UP WEATHER RESISTIVE BARRIER & NEAT HE R RE5$S_, ME WINDOW UNIJ_ (1) TEMPORARILY SECURE 3AqRIER FLASHING REQUIREMENTS (1) DOOR ROUGH OPENING 17 WEATHER ..... SLOPE U) RESISITNE BARRIER 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall > C- WOOD FRAME CONSTR. EXTERIOR (0 .6 cm � 30.5 cm) include flashing as described in Section R703.4. 0 TAPE SELF-iNDHERED FLASHIN 3/4' 1' BEAD OF CONSTR, !X 3 SHEATHING BY 1. AfIRING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING 0 I OVER RiM JOIST AND UP THRESHOLD OF DOOR AND CL 0 t- v WAL 1. 131(6 IN RIEPfURN UP JAMB 6', USE LK)LIII) R703.1.1 Water resistance. The exterior wall envelope s�all be designed and constructed in a manner that prevents the accumulation of water EXTERIOR N M!L. 13HANU URI-WALI VI&A I f,R,.R -resistant barrier behind the exterior cladding as required by Section R703.2 and a means of "k -CEIVIT. FIN. J, RRO(W CAULKING within the wall assembly by providing a water WEATHER draining to the exterior water that penetrates the exterior cladding. ('13 -ca FLASHING BUILDING PAPER RESISITIVE ja BARRIER (D SEAL TOPS OF JOIST WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other C) UNDER DECKING 77��_ 0 (SEE Of-ETAIL WP-37 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, = 0 SELF -ADHERED FLASHING with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches- Other 0 4­0 tu -resistive barrier manufacturers installation instructions, The No.15 asphalt HEAD FLASHING TIE-IN INSTRUXTION& approved materials shall be installed in accordance with the water W > -0 E 0 felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST CD - ,I CL resistive barrier above headerto allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703, 1, 0) '40 CC THESE DETAILS ARE GENERic AND flashing installatioilli CX3 .... .... . ..... Cn MEANT TO SHOW GENERAL FLASHING 2� Self -adhered flashing plus head flashing under weather resistive barrier R703.7.3 Water-resistIve barriers Water -resistive barriers shall be installed as required in Section R7032 and, where applied over wood -based AND WATERPROOFING METHODS TO sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 1 Fold weather resisbve barder back over head >__� BE USED. flashing and seat vAth tape 8,2 (�2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW \A/ P0 1 Exception: Where the wate-r-resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER V V EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT_ FINISH SILL/ POTSHELF/ CHIM'NEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING' NEEDED IN CORNERS RUBBERIZED ADHESIVE EXTFRIORSHFATHING 3/4"-1 " BFAD OF CONS 111 11 ��,11 S TALA S E 14� F A' �i [� Fi IE I ASPHALT ADHESIVE THROUGH SELF-ADHIEREC�� :F Nil- CEMENT V 1`41 ADHESIVE TO BE APPLIE D UNDER F: LASHING JAfVfl"3 & HEX R703A ' lashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied THRESHOLD OFOOOR AND RETURN _LASHINGi Sl-E FLASHING LF-ADHERED FLASHING-------_ PLASTER RANGED WIND� YN shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK UPJAMB6' US:: LIQUID NAIL BRANE, (SEE DETAIL WPU I I OR EQUAL WEATHER PROOF CAULKING used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED EXTREME REFER TO TECHNICAL entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with LETTER ON CHEMICAL FASTENER SELF -ADHERED FLASHING - SELFADHERED FLASHING, (a-_F-_Rf FOLONGr the building wall with a sealant ccmplying with AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1) SEALANT AT REtEASSE PAPER TO FXPOSE EXTETA[) A MINIIAUM 4) SEALANT JOINT WINDOW BUCK _110 ADHESWE AS SHMN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF VERTICALrf FRUM MASOWY SOTTtW 0-F WINDOW SUCK------\ flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD r-2)SEALANT JOINT shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF' WINDOWFRAME VANDOWSUCK SECTION -A RETAIL WI�1102) 'K ACROSS, WINDOW&JI, AND EXIEND TO 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY -WINDOWFRAME I rVe ATTACHED SELF -ADHERED FLAWiNG finish or to the water -resist barrier complying With Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE REOUIREMEN-rS shall comply with AAMA 712- Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT ,BEAD BRIDGING 2 following, CLADDING AND'A/!IN!D?O�W� FRME SELF -ADHERED "SHING 5 1A The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME NAILING FLANGE WINDOW BUCK ALL THEE WAY manufacturers Instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 SEAL TOPS OF JOISTS 6 00 NOT FLASH OVER W sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent UNDER DECKING BOTTOM NAILING drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. (SEE DIET Alt WP07) FLANGE 1 .2 1 .2, In accordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SF-LF-ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1 .3, In accordance with other approved methods. HALF ROUNDWINDOW R 1.4 In accordance with FMA/AAMA 100, FMA/ AATAA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMAIWDMA 400. FENESTRATION INSTALLATION AND INTERFACE WPU1014 EXTERIOR DOOR WITH DECK WP05 INME CORNE! WPUU 2.2.At the intersection of chimneys or other masonry construction with frame or stuccow'alls, with projecting lips on both sides under stucco copings. Ground 3.3. Under and at the ends of masonry, wood or metal copings and sills. SHEATHING 4. 4-Continuously above all prOjecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections - Water Resistant Barner 7= 7.At built-in gutters. JAMS, SILL AND HEAID DETAJL Lath APPROVED SHEATHING SELF,ADHERED FLASHIN APPROVED HOUSE -WRAP PATCH Sheathing 'T'HESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL MAY 0 2 Stucco STRUCTALATH TWIN TRACK 2,5 314" CEMENT PLASTER FLASHING AND WATERPROOFING METHODS TO BE USED. 12 MIL (min) DRYLOK EXTREME A APPROVED FLASHING TAPE -2 DOUBLE 3 i4 V'SEALANT SOCKET WITH JOIST 7/8" Cement Plaster in accordance with 8" Cement PI JOIST Founddfjuj� Wall SEL -ADHERED FLASHING C I Review Assist, Inc. TOOLED APPROVED SEALAN-F f��\-XSQINGLE I - /I WOOD BEAM ster BE -LOW in accordance with Virt Id ASTMC926 -ADHERFD FLASHING ( 1 ') SELF 4. AV, N 10 � L%%""', 'ki ASTMC926 Plans Reiv Appr Felt backed metal for co w cOmPleted and approved __h the 2020 FBC 7th Edition 2 lathe in accordance Fell backed metc, < 3" NII N , \ by Be ra Anne Klahr PX2300 with ASTMC11063 e lathe in accordaric SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING With ASTIVIC 1063 (20 Building Paper Building Paper 7/16'03�13. sheathing 7116" O.&B. Cn SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing EXTRUDED SHOULDER DECK JOIST WP07 OUTSIDECORNER WP08 FOUNDATION WEEP SCREED WPO9 Metal Flashing ----------- Weep Screed Installed As Per I RIP OF SAr 2x FRAME'1VY,ALL­­_., Manufact. Specs. SELF -ADHERED FLASHING:1 ^%, L EG" E N D Maintain Stampede or similar JKUU u"T" 'ETAIL"' TILE FINISH SELF ADHERED FLASHING �W� Bottom of cauk bottom FL U U Z5 i ) DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only (D DRAINAGE PLANE WR_B BARRIER (WRB) W BOND BREAK WEATHER RESISTANT BARRIER 1 1/2" to 2" Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK VVRB SELF FURRING (SF) LATH Above Roof co 112" > PLASTFR ACCESSORY Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) In < 6F LATH SHEATHING, �03-13',PLYWOOD, DENSGLAS-0 Marlufa(;1. Specb. V-4" PER PLAN Zi > Detail Instructions V RIAP DP` %NRB ONTO V-0" PER PLAN = zr 7'111�.`VERTICAL 1/2" Cementitious 0 Refer to the number marked as in each detaIll that cot -responds to the e > Cement Plasteir 04 __7 SILIRIFACE TOTOP OF Decorative Finish niurnbered: iterns in the list of instr c1ions below�: in accordance CL with ASTIVIC926, CL All inside and 1� Install self -adhered flashing in order as shown by numbers ­ SLOPE 3-1)2" INCH FLANGE over wood 2nd outside comer will r* floor 2. Install flashing and weather resistive h;4rrier to form water sheddin -0 8" CMU need to be miter laps 4" OR 8"CMU cut and caulked all b (PER SEAT DEPTH)--_: butt joints need to 0 3. Self -adhered flashing can be substituted for building paper z z - --- - - - - STRUCTURAL FRAMING =3 becaulked using 0 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GRO U T_ Z. �0 embedded in the adhesive layer) - for ease of installation and to V STRUCTURAL SHEATHING Stampede or sim. tr GAP IS A RESULT OF 0 LU LU PLASTER STOP I - caulk for all minimize scoring cuts A NATURAL SHRINKAGE __--STRIP OF SAF IDID NOTSEAl- 5� Remove all release paper per standard installation instructions and r__ a. U) CONT�NUOUS DRAINAGE PtANE V�P,8 Ly adhere to substrate vslng a square piece of flashiing material (6" x 16" ROO &SEALAN1 UJ skOCESSCRY �­-BOND BREAK WR8 0 Minimum) SLOPED MUD BED (3) 6,� Fold as shown by arrows 0 SF LATH Cn W LIJ ICU 7. Angle of comer may vary, adjust folding of the flashing accordingly to Cn VINYL SHOWER 0 fit fight to comer PAN Note: 8. Mechanically fasten as necessary The building paper and metal lath must be U-1 ins Cement tailed over the top of the weep screed. P �4 LASTE I STOP Plaster \-C D A over bloc z IONTI UOUISBACKERRO 4 SEALANT 1 St floor z CEMENTITIOuS FINISH CL SHOWER SEAT SOFFIT/CANTILEVER \A/P 10 WEEP SCREED DETAIL SHEET NO. WP1 1 V W k\,� SCALE- NOT TO SCALE WP1 so TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----- WEEP SCREED— -_ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7!8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" R z 00 HEAD WALL R 211_10I11111111111M STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED LVITAIAMIGIN :I. RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN J-- ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL I2 in u TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS AV WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP-----_ 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" — 2 - ROOF SHEATHING 00 PER PLAN RAKE WALL WP12 - ROOF 3 -1 -0 , TAPE EDGE OF HEAD _ WALL FLASHING R RAKE WALL WP14 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER P SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRI HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALLS CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 311=1'-01' FLASHING REQUIREMENTS (D R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE Cn SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U O O -*- R703A .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L- FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER (D 0-O PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE co - WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � U U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 cz Cu U) SHINGLE WATER N -0 U 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C LO O OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O 0 C O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C O V- TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co O `*CU - FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -0 E O O 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED U) O L C)- STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cuu) 4O Q COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— —0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 0o STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED d EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP WALL MIN 8" 14 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN CO EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6„ WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 13 BUILDING STRUCTURAL FRAMING SELF -ADHERED MEMBRANES USEDASFLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 00 Z' CLOSURE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL o0 REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING COPINGS AND SILLS. PER PLAN__,, LAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. f - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. Cif.. aD a� 0 � to MAY 0 Z 2023 O Virtual Review Assist, Inc. r 0 Plans Review completed and approved U Ofor compliance with the 2020 F6C 7th Edition by Debra Anne Klahr PX2300 L- cn co Q z z J d SHEET NO. WP 2,0 a STUCCO ON FRAME — 7/8" 3—GOAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2— LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------_,. WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN - ]ROOF TO WALL - 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME — 7/8" 3—COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2— LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---__ WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL ---- PT 1X BLOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN—`� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---_ 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION —RESISTANT MATERIAL HEAD WALL P'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD >EALANT CO 'T MOULDING OFF BRAKE METAL IN CO ON FRAME — 7/8" �T SAND FINISH STUCCO =LF FURRING LATH ON 2— RS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER RESISTIVE BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER, ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS' PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SHINGLE METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE R__OOF TO WALL - BARREL TILE TO SIDING W P 16 _ WP 17 BUILDING STRUCTURAL FRAMING COMPONENTS. 3�� 1 —0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. MU V r' C U V C Ur- I HI L THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 31f=1 1_011 WP 1 8 1 FLASHING AND WATERPROOFING METHODS TO BE USED. MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N }. U N O� .� N 0-0 O O Co -0 0- U CU Cl) =3 CU Cu U) C= OL C CZ O U_ CU Cn � O CU � Cl) L CU O _ � � O CU CZ cn Q ;i s 6pm W Q Z Z Q J n N Cn 0 L Q U 0 ^^L I..i� MCU W SHEET NO. WP 2.1,