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Home My WebLink About6347 Ten Acre CtABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU A/C - AIR HANDLER UNIT - AIR CONDITIONING R E-CENS"" 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 Ci - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GF1 / 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 1"'�409 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 -PFDESTAL 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 -ROUGHSAWN 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 SQIN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WID - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD ISYMBOLLEGEND: I N STAIR CALL OUT FOOTING CALL OUT - SEE FOOTING SCHEDULE KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL CD SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF 77 �7\\7 STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1< ELEV NUMBER 4<�A`15 2 SHEET NUMBER <___ARROWSHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al 3<-- SHEET NUMBER "��INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT A.1 1 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERALNOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G. P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 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 WTHIN 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 OFDOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-13" 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 INDICATI E THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. N A Rom LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 I ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 I ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS Ss RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCTAPPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WID 1.0 WATERPROOFING DETAILS OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and app v/ for compliance with the 2020 FOC 7thdition by Debra Anne Ktahr 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. C) LO Ln CD co z W T_ o W z V) LO E > d 0 M -i-_ '0 0 M c6 2 4_ D U 'C') V) U Jo -P ") C: E z 0 ::) 0 2 cc) 0 LL 0 0 < U < V) U LU C)_!;� C OCO:) E "Co CL -0 W W W Ld W 0 W I.- W W 2 1.- 0 �-< W��ezx z wo� < 0, 0 W Z) _j 0 W LL o 0 < < F- <OR-U)W 0(z/)200II._<-P Q 0 Z LL LL - -10 (jV)W10_0W00fflz:z:)�2 < 0 0 0 C/) 0 z u.) (w W I'_ Z LL _ qa,>Fn'LgwV50fw<0W_j CL Z�eoz OWOOQ- -<�<_<Ow 7) Wz LL ow 2�5�_2W6�0 - y 0 0� C) Z) C) z 9 < < ILL < 0 < I, C:) C:) z CN W 0 (_/) J r-- > c) (y) C:) < w (y) !`�_ U? 0- (/) _j ILL U) z < w (y) 00 < < Z 0 z jjj W _j C:) C:) (0 04 C14 C) C� I 04 C) C) o6 (0 V_ 00 T_ C) " C) CNI C:) CNI N C4 C:) CD CD C) C) a CD C� 0� 9 Ll� Ob 9 C; M 4 C) , CD CD 6 C) 6 CD 0 W L0 C�l C) CD C) C) a C) LO C� (y) 11.0 (D r- I Cr OC) w zo 4-a W 0 W (0 W �- 5; 0 F- cy) 0 0 F-- < 0 0 X W T_ LO -0 z 0- :�C- W �- I.- W F_ F- W W :) < 0 Ina z T- z 0 tz I Z 3: _j 00 >- Of 2 <W0 rn 2 z 0� Z Z LL 04 W 0 < < F- __j :>: z < a- w U) Z U) z z 0 z F_ 0 0 0 rn z CS z z W _j C14 W C14 LAST PLOT DATE > May. 2, 22 z 0 COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 2D 1-1/2" DP X 8" WIDE RECESS 3D 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM C FOOTING LEGEND TAG TYPE SIZE REINFORCING CAj THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. OCj PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY DJ MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. OF PAD 24" x 30" DP x 16" #5s 6" O.C. EA. WAY OCT 18 2IL22 i Virtuai Review Assist, Inc. Mans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 FOUNDATION PLAN- ELEVATION B 1 /411 = 1 '-0" N N O i LO e o co LO o W 0 z Q �IN� W 0 ^ a L L 'O `? u CIO 4) co S N U �� A� c 0 � o Q �^N` W w Q� L co Eri E a �Wy `W^ W L.L Q °u uS WOE LLJ� Og�QOQ� QgV00�0 0 O ~ jCYR-U)w dW 0 05W W 0Z20°HQP WFnwWQO J U) p zz L.L QQQOWQ°ZWz°gv°a W UHF gW Q O OQ ° O= Q °�Q9 O O Z N O� U) ti 0 M O cM LO Q LL U) ti I-0�0-M 00 Q Q Z U W Z Wo J A C:) d' N N O N ti N O O M N coW000 T_— N N N N N O N O N O N O N O N O N O N O N 0) N 00. O L0 0 o0 O 6 cM 0 N M (D O O O r- 0 0 � c NLo T ; O o N 0 cM 0 IT 0 Lr) 0 CO 0 r- LO Cr 00u) z Z -z9 w o w 0 W c) 0�> O U��a I—O�a- .� OWF=-Q 0 ZOf� -W q =m O Z r- z V 0 W z N CO 02Z° 7 0 rr) _zz N w (V < Oa2z UU)zz z i<0 U Z g v 0 0 z Q W _j W N N r LAST PLOT May. 2, 22 DATE o O FOUNDATION J PLAN B _Lj __L_' I I I to RE i S6 9 bo LO A 30'-0" 8'-9 3/4" 13'-3 1/4" T-1 1 SH25 HD AT 7'-4" CX) I'V-3 1/2" LO EGRESS 13 13 K3 k- 13 13 C3 1113 t3 13 K3 5068 SGID 286 CID 0z CY) 9 BRIG f WALL OWNER'S SUITE 13'-0" X 15'-11 8'-8" CLG LIVING ROOM BRG 15'-2" X 16'-3" WALLA 8'-8" CLG 9 7 5/8" 41-6" 5/8" T-4 3/4 5'-6" 14 -2" �n . 4 CN NOTE - PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 13 2' 0" TRUSS SYSTEM FOR A L MAX. AREA OF 1000 S.F. CPT. (PER FBC R302.12) TILE DRAIN I I Lt:: 0 ====u D 0 CD KITCHEN KNEE SHWIR HD- 00 TOP" & VALVE CN 9'-7" X 14'-2 AT 3 1/2" - LU REFI. 8'-8" CL(-- <6 A7 uj 0 i� I uj < BRG z la- U) WALL CAFE 13 2868 OWNER'S - RANGE W/ 81-611 X 141-211 0 - I I ��uu HOOD jj�� a- _j 04 03 X: � nnc�. 8'-8" CLG U) IT 0 LEO _17 TILE1 \ - [017 r K WA AT 3 [3 TP CPT. 00 (0 04 W LIN. 04 PLUMB A3 ` 1 7-\ A7 STACK < WALL- 7 5/8" 10" 1 7 5/8" T-4 3/4" T-T' 5'-8" 2'-10" 2'-2" 4'- 011 1.) 3' A W.I.C. LITY 00 DRYER 'L 00 \ (0 (D VENT CD CD af 1 04 04 ILITY .0 (0 4 A7 j(C04 PANTRY [3 ]77D V) HANSEN PWDR 13 X_ BO ,o �GG 1,U) Ln -TH W/S AT roo LU 60" AFF _3 6" WALL (D :=! _:L1 CU �- 0 2868 J�i W, . .4,,-BRG C14 S & R WALL 04 00 20 MIN FIRE -1 LINE OF 4" INSUI ATED RATED DR FLOOR WALL- 13 W/ WEATHER ABV �D F - - - STRIP (3) 2X4 cli 22"x36" B.U.0 W/ PROTECTIVE ATTIC HTT4 AT ACCESS BOLLARD L i BTM & (S) MTS20 D 4" INSULATED AT TOP 131 BRG. WALL---,,,,, 09 C8)__ TWO CAR GARAGE 42" H. 7 SLOPED 19'-3" X 20'-0" ^CC LOW \_C6)_-I__ \%, �3 PT. WALL - 5 ^. _04 1A D ILE "FOYER (3 S3 1 �C2 LO I P' 'L - It up 13 - - - - - - - - - - - - - - - - - - - - 0 ,6 TIE BM t UE T51 rE==_=* MEE3 AT 10'-0'*' o co SH 1/2 35 f. H D AT T-O" au - 2'-3" 2 TEMP. GLASS z M 3 1/2'( C? Co W 1.- 1 I- < 1 1. 3 T-1 1 L 1.4, zo 16070 _ENTR_ 13 0 5'-4" X 5'-8' 13 C1 13 [3 C1 \1 NOTE: SEE SHEET S-1 1, S-1 2 16'-0" 2'-3" 4'-4" 1'-4".\ 2'-6" 1'-4", '2382'FOR LINTEL 41 CALLOUTS & DETAILS No �EE 238 TE 2 .113 F 20'-6" 9,-6" CALLOI .4 1. 0? 30'-0" M bo bo w TIE B TIE BM AT 10 AT 10'-0" 11111V zo -1 Do FIRST FLOOR PLAW ELEVATION B W I— 1/411 = 1 1-011 r__ *-k �OTE: :'ROVIDE NSULATIC VVALLS A[ FO ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDINC- RIM JOIST FLOOR AS! NOTE: 1. SEE SHEET S-1 1, S/I 2'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAW ELEVATION B 1/411 = 1 1-091 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A. F. F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A. F. F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINETA.F.F. LEGEND: -WALL ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP fff777777M8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. vv/ -1/2 GYP. 13 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-1 1 /R-1 3 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 / R-1 3 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1 / R-1 3 KRAFT FACED (GARAGE I LIVING) I OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi Vin 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 rGZ7GE DI 3'0.0 -33.9 30.0 -33.9 04 04 0 to to CD 00 to < z W 0 W z (D L 0 ',o- E C) K 0 011 U 0 M ,*z-r 6 CO C-4 Ln E :E 10) 2 - LL_ C) < V) < LLI U CC) E IN C) 70 0 C1 Vw) W W W Lij 0 F- LLT W 0 LLI P LLI F- < W W < z W 0 � <� <WY z _j 0 Z _j �IXWLLOOLO 0 0 < < a Z) OggtLtR CY V) W Z OZ 200 _1 0 00M Z� z 0 0 CY z U) 0 U) W Lj V5 a- > z Lu W q a� _j y 0 _1 � < W < W 55 W D F_ z LL Ix < 0 z 0 Lu W z 0 LL < 0 W 2F-I.- ow 0 �W620 < C)Yzg< LL < 0 < < LL F_ 0 z (N W 0 V) U) b (0 C:) cy) p U) C') I*- L0 _j U) LL C/) z < W U� F_ 0� or) 00 < >- < Z z W W C) C:) (.0 C\l CN C> (N C14 C> C) 00 W W C) a C) CD C� C) C� a C� CD C� C) C� C) N1 a N1 M 00 9 LO V_ W 9 M r-- -r-- CNI a CO C) CD C) C) C) 0 Lo C'� C) vi CD 4 C) 6 C) 6 CD [_� 0- z Z 0 C:) W W U) W 0 F- 5: 0 F- 0 0- W 0 Of 01- X: LLI z F2 D� I._ ::) W M 0 1-- z 0 W Z _j f%4 00 >-<Wo 2 Z X ry') Z Z U_ CN 0<<l'- _j z V_ < C) IL W L/) z U) z z 3: < 0 31� z 0 0 1z z A2 z W UJ N C� C4 LAST!�LOTDATE @ >v- May. 2, 22 . . Z 0 1 ST & 2ND FLOOR L PLAN B STAIR SECTION 1 /211 = 1'-011 SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL -- (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MDSTA 36 STRAP EACH STRAP EACH S DE) CENT �((F2�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 TANALL TYP. U.N.O. SEE PLAN w O z w w co NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3?N. ALL SPLICE DETAIL T.S. OCT 18 2022 Virtual Review Assist, Pipe Plans Review completed and Sifprcveo for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr UX2300 N LO Vol LO 00 .r'� . �' it l 4 i £ ,r• ^ ¢ z W s O 0 z E O (D � N V) � II'' N V ►- :E o W O o O �o Q •�^` W U W Q� v, O E r�i 5 70 L C a� �F-a W O LLl Cn W Q F- zWW�Q i�g W z0¢¢¢O00a0�OaV W� �a QV?05RJ F-0U)0 O�Q0�Q W9ZoZ¢ Oa00co WWV5-WwFxznQ2 (W(Y1' O U)O Z OaZ❑ Z a Yz �¢WYQ LL �F-�WXzZO�w�Uoaa Qw ¢ O ¢ tL ¢ u Z CN O� z L��MO Q U) M LO U) LL z < W ly- IZ CM 0- 00 zv� W W _jC:) 0 J N N O N N 0 0 00 N 0 W 0 0 0 C� O N O N O N O N O N O N O N C6 N oD O � op p M c- 1 N O M N 4 0 , 0 C) O r O " CD0 6 �— ' o •L CVO 00000 N co, 't FO 0 W 0 I1- L I CO Z z -ZO _ C) W0�_ owin w O Vo�o �O a a V) O Of W w�Q Q Z W F— D �_ Q =roz W Q Oo�J NZ M W}�2 >-2ZW M �zzLL N w NO1QMz �— Q vTZZ Z �QO Q 00 ar Z Z z w J N cli W N0 ,r-- LAST PLOT DATE > May. 2, 22 Z -6-' O J DETAILS C CIM PTPr-'F= SECOND FLOOR - FLOOR FRAMING PLAW ELEVATION B 1/419 = 1 1-011 CJ1A CJ3A CJ15A CJ15A CJ3A CJ1A (1) LO LO Cl) 0 0 Q U=1063 EJ "A U = X1O6 3� A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED NIZ IN FIELD IF NEEDED V p" ATTIC ACCESS A 1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U 10 8 8 # U 1008# <1 EJ7A C_ -4 i M r A7G C3 js < < < co Lo 6'-0" 12'-0" 1'-2 1/2" 7 7/8'�-_ 19'- 10 3/8" CGE 10'-1 5/8" S�EC ND FLOOR - ROOF FRAMING PLAW ELEVATION B 0 2: 1/4 -11-091 SHINGLE ROOF 12 1__� 51 12 HEEL= V-0 1/8" P LU M Bl' 0 CUT 2X4 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR 12" CD HEEL= 4 1/16" PLUMB 12" CJ1A CJ3A 04 C,15A 9 :;t I C) I 12 112 2 2X4 I HANGER CHART — WALL HT. BASED JL =LUS 26 (SIMPSON) ON 8'-8" AT.F. ii Total Truss Quantity = 95 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY 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 TRUGS 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 H1 OA 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. 9 SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARR) 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 OC1_ 3 2522 Virtual Review Assisi, in," Nans Review completed and approve'r' for compliance with the 2026 rbr7th Ed itk - - F '1v Debra Anne K[ahr PX939p ATTENTION' 0��e - - DON'T LIFT SINGLE TRUSSES V\nTH SPANS LONGER THAN 30' BY THE PEAK I CONSULT I 30'Sp7less 60 degre s I . or less 112 2 3 to 1/2 Tag line span a Tag line �Wn apr��. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. 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-1311 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-1311 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL 7 PSF BCLL PSF BCDL 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE= RESIDENTIAL CAT II WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. IFLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 P S, F T OTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 8 2 —8 10'-0" LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 R101 LC9 JITH ,/1 7 12113/17 R/01 CHANGED HANGERS TO SIMPSON RDP '117 03/13/18 RA01 R REV. RE'S JRH 8130/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF @ LC9 HIMT 1/10/2020 RD01 UP DATED FOR LCA SHIM 1/1812 021 j CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL' PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALTDESC OTC LOT BLOCK rESIGNER PACE 7sGN I A. S. 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C14 C4 A, C) 0 00 00 A EPS FOAM BRACKET DEITAIL 9 1 ff 1 1-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING BEAD WITH WEEP HOLES ,,----CASING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S) H 1 OA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" T2_ T.O.M. 5 ROOF SHEATHING (S)A23 . . . . . . MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 2'-0" (S)A23 1-4—ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 3/411 = 1 1-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 0 8" 114. 11-0.1 LEDGER DETAIL /411 = 1 1-011 - — - — - — - — - — - — - — - — - CASING BEAD 7/8" STUCCO --7� WITH WEEP 4" STUCCO OVER FRAME SCREED OVER BAND FLASHING 8 A5 WEEP SCREED 12 C) III 2� 21.-1 4" STUCCO BAND 5/8" STUCCO OVER MASONRY - FRONT ELEVATION B 1/411 = 1 1-011 12 ELEV AT 18'-0" F- �_7/8" T.O.P. 0 STUCCO C) W . T C? OVER FRAM% ELEV AT 10'-0" z 2ND FLOOR FF CONTROL JOINT U ELEV AT 8'-8" T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE ^REAR LEVATION B 3 J/91 = 1-011 1/8 1 11-01, 12 5 A/C UNIT -0. AND PAD----,2' 16-8" SHINGLE ROOF MEN on 12 16'-8" �-7/8" STUCCO ELEV AT 18'-0" T.O. P* CASING BEAD WITH "�WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2N�DFL'OOR FF ELEV AT 8'-8" T. 0. M. ",—WEEP SCREED I ELEV AT 18'-0" T. 0. P. ELEV AT 10'-0" OVER FRAME-� / 2ND FLOOR FF \-r CONTROL JOIN CONTROL JOINT ELEV AT 8'-8" T.O.M. %/8" STUCCO 7� OVER MID WALL f — "2'-0" CD A/ UNIT MASONRY— WEEP SCREED AND PAD F_ ELEV AT 0'-0" 1 ST FLOOR FF RIGHT ELEVATION B GRADE LINE 1/811 = 1 1-011 12 12'-0" 1 F 13'-4" 12'-0" 9 W �-7/8" STUCCO &4 X: C? OVER FRAM% 2� CONTROL JOINT I-_ X: 18'-8" (D cy? C%j ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" _��FLOO 2ND FLO R FF ELEV AT 8'-8" T.O.M. %/8" STUCCO OVER MID WALL MASONRY WEEP SCREED ELEV AT U-0" 1 ST FLOOR FF GRADE LINE LEFT ELEVATION B 1/891 = 1 1-011 ELEV AT 0'-0" 1 ST FLOOR FF I 15'-9" SLOPE 5:12 OCT 18 2022 Virtual Review Assist. Inc, Plans Review completed and approvev, for compliance with the 2020 FOC 71h U16o;- by Debra Anne Klafir PX23fp. T-4" L 6-11" A., _L J_ SLOPE 5:12 10 "k. III IL 0 C'4 -J 77 (1) vo W a_ 0 C-4 177 Co Lo T-O" RIDGE VENT SLOPE > 5:12 10'-0" RI DG VENT ---------- 6'-0" RIDGE VENT I SLOPE 5:12 (0 � , It — — SLOPE L W a_ 0 177 04 -12 5. SLOPE > 5:12 11-0 ROOF PLAN B 1/811 = 1 1-019 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 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - \AnNDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN_ OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) NET SO. INCH REQUIREMENT ATTIC AREA I = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. *OFF-RIDGEVENTS - 138 SQ. IN. OF NET FREEAREA/ 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 �PPROVED 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 777� 04 CD C14 04 LO j LO < 0 W z 0 (D LO E > 0 0 '0 C'? 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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 TFROM 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 1 HE 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, VARING & 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 7U (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 footer steel OR 4 Bare attached to footer steel ��DING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM OCT 18 2022 Virtual Review Assisi, inc Plans Review completed and approved for compliance with the 2020 FBC 7th Edimicl� by Debra Anne K(ahr PX23010, NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH---__ SWITCH-- V� 4 1/2"— S DUPLEX DOOR JAMB-----------,; OUTLET TRIM-` NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL----,,, q 2� S �—SMOKE DETECTOR ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES If)= 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALLBE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 1 10V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE <6> STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" -66-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREW'IRE - FIXTURE BY OWNER +C SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR1 6 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -01 CLG FAN PREWIRE AND SWITCH @) COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18. SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP — U-36 UNDER CABINET 36" — S-36— SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP —S-48— SINGLE 48" FLUOR STRIP — D-48 DOUBLE 48" FLUOR STRIP 24"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT gi-7 24:FTa 24" VANITY LIGHTING 5-,—= 36:uu� 36" VANITY LIGHTING 5:E---48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL Z INTERCOM SPEAKER AT 6-0" ABV FINISH FLOOR @ CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL FRI VACUM OUTLET AT 12" WA CEILING RETURN AIR EM A/C REGISTER (1) THERMOSTAT CM 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. V) (D LO "'0- E 0 - 0 10 C, M M 04 Ln . D 4- U Z C' 4 E Z) 0 U- C�) < < V) U Uj 0_:;� cO E C) 70 C; r-, 0 CL W W W 0 W LU W 2 �- 0 W�--< W2-j W 9)ezw z W:0:)2-jr<j)0�W<'002-j0 < < C) <C)><, Q� Z) 0 (3 of 9 OZ 1 0- z W 0 OZ2 -, �- < Y 0 0 ca z 0 Z C3 0 0 Oz Lu Lu > F/) (9 z W Uj -J�<o YCIZ Lu < Lu Fn W 7) x < -j F— z LL 0 cr LU Z 0 LU 0 C1 a. LL <0W 2 0 of < 2 w < < < z LL 0 U- C:) C:) z " W 0 1-- �5 D > U) q (D C:) 0 F-� cy) c) co (y) F�- LO -j LL "t U) r-, z W Lq ct cy) 00 < Z F- z W W _j Q C) mi (0 04 04 C14 C) C! 00 (0 M C) N a a a N C) N C) C�4 0 CN CD N C) N ob 6 ob A -1 6 C) C) 0 V V C) C) 0 Cl) Lo L- 0 > C) C) C� C) cli (D 4 a C) C1 Lr) 'II- 1 0- 00 U) Z Z2 4-j W 0 LU U) U, �- 5; 0 F- 40 0 0 p y 0 a < 0 CL W 0 Of (L M < W �- z I.- 13f I.- af W ::) < F- M < MOZ �- T- z LD 0 L= LU Z C114 00 < W 0 2zw Z Z LL C.q W r%sl 0 < F- 2 z < Z-) CL W >- U) U) z z < z = 0 F- Soo z CL 0 0 in z A6 z z W Uj CN ,r-- LAST PLOT DATE > May. 2, 22 0 1ST & 2ND FLOOR ELECTRICAL PLAN L B 1" FILLER N 0? BO 9 0 in 1" FILLER KITCHEN 1 /211 = 1'-019 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH KNEE SPACE 2'-9" 2'-6" T-0" -2 1/2" FILLER 2" FILLER 5)41/2 NER'S BATH —1-0 v N N n ih N fb 00 iio 00 9 CV FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR �HD T PRE-FAB SHOWER PER BUILDER VALVE �II UNIT'2382 - B, L & M'- BUILDING SECTION 3/1611= 1'-011 1 1 1/1" LNU F'ANLL 2 KITCHEN ISLAND 11 2 — 1 -0 4'-11" 6 OWNER'SBATH 112211 = 1 -0 , 12 HOLLYWOOD °D STRIP LIGHTS CD 30" HIGH MIRROR e N 4" o i r-BACKSPLASH °O c 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 )PATH #2 ISSES AT 9NGS) AWN PION Cti ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ___/— ELEV AT 8'-8" Adk T.O.M. ELEV AT 0'-0" 1 ST FLR FF 2X6 KN WALL 1 34 1/2" i f 11 3)1/22'dKITCHEN = 1'-011 2'-9 1/2" T-4 1/2" 8 BATH #2 FOOTING SIZES AND RE -BAR D 9 WIRE SHELF :�,, "HANSEN" BOX 220 VOLT �-Lal --- --Wi I i ---- ° --- Di 14 1/2" X 16" DRYER VENT RECESS I I I I I I I I I I I I I I u I I I I 4 UTILITY 1/2 UNIT '2382 - B1 L & M' FRONT SECTION 3/1611= 1'-011 OCT 18 M? Virtual Review Assist. inc. Plans Review completed and approveo for compliance with the 2020 FBC 7th E � Iarl by Debra Anne Klahr PX2300 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF N N 0 N N LO Lt7 ,a LO O 00 LO W efa = O W 0 z a) LO E n, � �? o _W L M CN_i Ln _ ° 2 o °`fig -Q s U _�- }< nNQN c •, V w V V K 0D rll w (D W oL U)UJ W°� W l-Q irm-i W gYZw Z a Q I— c) Qo2 JWO�WW,VO20�O <aR W0f 0202°0�Q� DOW299ZOEOOCO z 0 O cn 0 O Z �G6->z ,e0 zLL0Wa CL Q0W°g��-�Wo�Q�¢ ox o oQZ9 L.a o F-QLL Lo O O Z W O �. �5 5 ti M O Q � L O _j "T U_ z Nz < W�/ ^^ N� LL 1.L Z U W W _j� 0 J N N O N ti N O O 00 N (0 v- 00 — O N O O r N N O O O N O N O O O N N N N N N N O N 00 O t!) 00 O cr) r N O M N f 4 0 f , 0 0)O C) f O f 0 f tU 0 Cft N^ U, i O O N O M O tl o Lo 0 (o 0 I-- L 1 (%) Z Z o C) _ WC)�>- 0wU) w Vo o Q O w F2 W Q m0Z � 2 Z (**4Z '_ V O J 00 >zir <WO M 0_ Z Z LL (V w N O 12z �r- Q UDzn z F- Z U L)J O 0 a 00 Z Q Z w N N W N o ,T— LAST PLOT DATE May. 2, 22 z 0 INTERIOR ELEVATIONS B, L & e_I 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 1: 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 13 TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLAS; UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE. 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUA2DRAIL 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. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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. 1.13. 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. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS. 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN. CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WL TOTAL DIL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. 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: EWAIII CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 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 ANSIITPI 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 = 461(si 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPEC!FICATION 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 0 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-13" 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 tra s etc., shall be made with permanent metal or plastic forms. Permanent forms must ge 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 - Concrete overpoijr and mortar along the foundation perimeter must be removed before exterior soil 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 co%liance must be issued to the building department by a licensed pest control company efore a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. I " , OCT 18 71177, Virtual Review Assisi, inc- Plans Review completed and approver, for compliance with the 2029 FBC 7th Editloill by Debra Anne Ktahr PX239C C\1 04 CD j�, C\1 N LO LID 0 CID < 2� Uj 0 W Z 0 a) LO E 0 0 '40 U 0 Cn CO 0 co -6 co U0 cc") = M E -E 0 ::) 0 U (D 75 U: C:) < U -4� Ln 6 U Uj -t; 70 cO E C:) C) 0 W W W 0 Ld C6 uj 0 LU Lu Lu 0 ui i- of 2 a� Z W Z of 0 �E _j < 0 < 0 0 0 C) <::)- (n C3 X _j D 0 < Z rLtL LL awly(to oyooc-OJOZ3�3 W wu)z 0 Z 2 0 wu)T- Z::) 00 0 0 Z Cf) IL LLI W _j (D CL > Z y 0 -J<<OLIJ< �- E5 W < 0 >- 1— z ILL 0 W C) Q� a- ZI.LiZ23200M ILL < 0 LLJ 00'- ::) �LLIZ<< < M y < < LL < 0 LL C:) C:) Z N W LD (-/) ::) r-- > Cf) q (.0 C:) j_: co p < (/) CY) rl_ LO _j (/) LL U) Z < W < Lq 1-- W 0- cy) 0� CL 2E - < >- < CID Z C) Z W ILL! C:) C:) mi (0 04 C14 C:) N r�L 04 C:) q 00 CN (0 00 T_ 0 C) C\I (D N o N CD N CD N C) N C) N C) CN C� Cb C? 6 Ob 9 A 11L C14 6 C0 CN 4 C) , C) a CD " CD 6 C) 0 (n CN Lo 0 C) C) C� CD (yi a 4 CD 6 CD 6 a r-_: 11LO '41t I Cr CO Z 9 4_0 W LLJ U) W u 14 0 ;> 0 _- W LO -0 V) 0 af a- < W L_ < 0 Z W:3 < ca 0 Z 1.- 1: Z 0 L: W Z 3: 00 < W 0 2 Z 0-, Ify) CL Z Z LL W 0 < < I- Z LL1 U) Z U) Z Z i < 0 Z F- 0 0 0 in It Z SNO Z Z W _j W(N 04 CN C) C\1 LAST PLOT DATE @ > May. 2, 22 1 40 Z STRUCTURAL DETAILS THIS DETA1 ONLY REFERS TO THE DIAMOND-lOESH EXPANDED METAL LATH A7 ACHMENT. METAL LATH v'O'_ �1-r-EATHING -4- lit > I 1 L 16GAxl-1 1"' LONG 13,4%"' CRO��,`N) STAkPLES.& G" 0 C.'I BETWEEN I I- tIAX I GGAY1 -1, --LONG �3.4'-V' STk�DS i,N0_ i ED THUS:- i - OF::7s=T CROIAI'N, STAPLES,411 6" STAPLES BETWEEN STUDS AS SHOWN 0 r. '.`ERT INTO ST IDS i,NiDTED THUS:—� METAL LATH ATTACHMENT DETAIL RE'IIII`. 09.24�21 -DETAIL EXCEEDS THE REQUIREIMEN75 FOR F--_,:�R 70.7.1 ATII -ONLY?`�.PP-11ES �O LENNAR TPAI'.�IX*' 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 C1 063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 101-01, TANK -LESS W/H 5'-0" STUB -OUT FOR -1 GAS METER 0 H C G 000 < C) z a -1 9 LO - 0 It U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER 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. 1 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01 (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d'FOENAILS 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 N * + + 4 . . . . . . . . . . . . . . . . . . . . . . 4- + + 4f . . . . . . . . E, . . . . . . . . . . . . . . + + * . . . . . . . . . .. (0, 1 . . . . . . . . . . . . . . 4- + + 44 . . . . . . . . . ... . . . . . . . . . . . . . + + + + 4- + + 4 /++ + + + I yP` -01, (TYP.) 0" (T 4-10" 4'-0" + + 4 + + + + . . + + + . . + F + + + 4 + 4 UJ + + + + + + 4 + 15/32" CDX ED + 4 + < , . . . . + + PLYWOOD OR + + + 7/16" OSB + 4 . . . . . .. . . . . . . . . . . . . . . . + + /+ + . . 4 . . . . . . C? . . . . . . + + . . . . . + 4 + + co + + + . . . . . . . . . . . . . . . �� + + + + + + + + + . . . . . . . . + \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE `I WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoi,t Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1- 118" or two 1/2" 6500s 1.8/1.7 wooJ panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 I 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 1/8" gap FILL CELL --- STD. 90' HOOK BOND BEAM SIMPSC w/ (22)' NAILS I CONT. #5 BAR 5/8"0 #5 CONT. THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. I Small gap 21' min. 2" " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 16 1 6- 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP@ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.� consideration. Check k local building _f --- T1/16" code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Usp 3" (10(il nailsst 5" In r Provide adequate bearing for each lapped joist. 1 Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D 1 (see table below) �:T I 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 diredy over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* FWhen joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET T 2 Use 1 Odx3" nails at 6"o.c. for all joist -stacking walls blocking panel *Non require additional consideration. \-DO NOT BE CUT ANYWHERE IN 6" 1 6" CANTILEVER LARGER THAN A %" ROUND HOLE MAY CUT HOLES THE WEB. PROVIDE AT _,01 'ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1�' l'-2" V-2" V-3" 1 '- 3 " V-7 1'- 11 " 12'-4" 2'-9" IT-2" , I 3'-7' 12 V-0" V-1" l'-2" V-2" l'-3" 1'-9" 2'-4 2'-11" 3'-7" 4'-2- 4�-9" 5'-4 " 16 1 V-0" V-1" V-2" V-2- l'-7" 2'-5- 3'-12" '-10" 4'-9" 5'-7" 6'-4 7'-2 " — ,0 1'-0"! 1 -1- I,--r V-2" 2 -0 13'-0" 14'-0" 4'-10" 5'-11"]6'-11"17'-11" 8 .-ill, 24 V-0" I V-1 1 V-3" 2'-Y' 1 3�-7 14'-�,-' 5--1 0" 1 7 -2 8'-4 9'-.6" 10--9- 1 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. JC Web Stiffener Fastener Schedule Joist Bearing ocation Series D-e-P -th End intermediate BCI 5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s@ BC16500suR 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60SO 11 -7/8" -T-8d 3-8d 14" 1 2-8d 5-8d 16" 1 2-8d 6-8d BCI 90 0 s 11 -7/8" 1 3-16d I 3-16d 14" 1 5-16d I 5-16d " 16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10- 10d nails. ',,,Install tight to top flange. Nail with Filler block. 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _J 1/4"_2" gap— z Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist han6er. doesn't meet height requirements 7. 0.6 X Joist depth // I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS I R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR 7- AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEEPLANFOR-1-11 A i 0 , FOUNDATION INFO 4 STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR 1'�—A/C CHASE 4- PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (118) 1 Od x 1 1/2" NAILS UPLIFT= 1015# .0 X 1 1 /2' D1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE .4 4 . I )E =FFF_=__r__ I lEd Ed I ` F_ I IE L___ EA _LL_ SEE FND. PLN. SIZE & REINF 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" P PENETRATIONA PLUMBING LINE CENTERED@ PI E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21! 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 I 'Tq 141 4 . ,d .. 4< ... -=I I 1��Ei I 1� 1 -11 77d /., I r rF, .111 1LF 'I- /. /P -- — — — — SEE FND. PLN. SIZE & REINF. OCT 1 8 2022 Virtual Review Assisi, inc Plans Review COMPleted and approvej for COMPliance with the 2029 F8C 7th Edit!c�, h,V Debra Aring Klahr PX2300 C14 CN 0 CN LO � '.1" ".jl� , -? �-, LO 0 CC) LID W 0 W z < Ln W LO > d 0 C-) V) () -6- 2 %) C: E 2) 0 U 00 ia: 0 a < .0 < C U U LU C14 co E C-i 0 LU W (D W Ld W Lu UJI W 0 J i- W _J cc z 0� Lu 0 < < cc �e z Of 5 - _J 0 3: X LL 0 0 LOL 0 cl� < < 0 < C3 0 U) X - X 0 Z U_ LL U) 0 z � 0 0 1.- - _J 0 Z < < 0 I.- 0 0UM0 oofooinZ03:0 W W U) , a- > �75 Lu -1 CD 6- Z 0 < 0 >- _J F,- 7zJ5 LIL W < 0 z 0 W r W 0 ILL. z I < Lu < < 1- 0 W W z W 2i 2 6 C, a - z I < 0 U_ < 0 < U_ C) C:) 04 z W L) III— C/) D [_ U) q z (0 C) III-: CY) C:) u) CY) L0 _J U) LL_ 1:11-, z < LU < U? III 0lf cy) ()� o- 00 < >- < Z 0 z LU U, C:) _J C:) C14 C14 C) C14 rl� CII C:) C:) o6 CD - CO - CD 04 C) C14 CD C%4 N C14 0 C-4 C) C14 CD N 0 N C) c%4 CD CN C) N C14 C) - Cb CD A CN ' cf) 4 C) C) 6 C) 6 C) 6 C) 0 N Lo W > C) C) CIIIIIi C) CY5 C) 4 C) 6 C) 6 C:) r_� LO 1_' CT 00 U) K z z 2 C) LIJ 0 W U) W r 5: 0 C) EE 0 0)0 I-_ ;> < 0 -- a- U") -0 0 Of W 2 CL 1: W F- < z X I.- D V— < W < Co 0 Z z 0 tz III z _J 3: oo > W 0 Z Ir Z Z LL W r*4 0 < < Z 00- W >- U) Cf) Z z z y < 0 z F_ _�e < _J 0 0 elf z SN1 z z Ll UJ CN cli CD N LAST PLOT DATE >r- . . May. 2, 22 '0 Z STRUCTURAL . _J DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ TYP.) V METAL PL. UNDER EA. TRUSS ARIES _ZzTyP7_)1 MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) O.C. 1x2 FIT WD FURRING @ 24 1/2" GYPSUM WALLBOARD---' U.N.O. 1x4 P.T. BASE NAILER ;2 3 1/4" BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARY PER r1 MUNICIPALITY. !Emil CONCRETE SLAB W1 6X6 W1.4XW1.4 WWF OR = "FIBERMESH" _71 .S I E r=", Mr _1�1 IE4EWL L 0 6 MIL VAPOR flit" BARRIER COMP. SOIL. -� (IIH (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) ON 3" CHAIRS TYP* V-4" (11 STORY) 2) #5 REBAR CONT 3" MIN. CLR. U.N.O. 4" 11 '-8" (2 STORY), TYPICAL WALL SECTION SCALE: 3/4" V-1)" ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL PE "S" MORTAR ARCHITECTURAL _P FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) U) ILL W CIL. LO 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CON1 RACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 2 11, OP =111 z NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA 'iIi,i �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ J_ 4 Ali FOR REINF. INFO. 3" MIN. CLEARANCE SEE AIS3 OR J/S6 _LrTi-ILI IF, PH FrI -11-7- 1'4" (11 STORY) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) -I . . ELI, L 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & E @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 VVVVF OR FIBERMESH . b. . . D. - - � JAI 8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 G LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 vi (10) 1 Od NAILS T'Y P. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x`16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-101" OIL A.F.F. _1E =11 z 11 0 A -A . . �4 , . . - - A .4 4_3 1/2" z ELEV. T� A 4 0 A 4 A . F.F. �� A 0 A 2x4 CON LL A A 4 0 -4 C) 4 4 GARAGE DEPTH VARIES . A.. 4 A. GARAGE SLAB AT STEP SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE .IXII @ BLOCKING @ 12" O.C. vid (2) 12d TOE NA;LS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HID @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21' WWF OR FIBERMESH 3 1/2" MIN. t> I -_ b i I JEJ I JEJ I IE�I 1/2"(min.) M 00 - I I 111-11 6 - . 0* -1 3 1/2" min.). . . . . . . . . . . 11 11 (2) #5 CONT. 4" 114.1 8" U.N.O. MIN. RING WALL a STEP SHEARWALL TYPICAL BEA rc 4 "SHEARWALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 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 00 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (cD K.O. BLOCK SIMPSON SP1 vv/ (10) 1 Od NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS N��-#3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 4oksi �GRADE #3 & #4 LAP SPLICE t" - . . . . . . � FINISH 00 2 [GRADE 60 MIN. Fy= 60ksil 1, . t, GRADE 25" MIN. LAP [30" MIN. LAP] [I I 1=1 I 1=1D. A I= 1:1. . . . . i z� I 1�1 I IE5�_'l I - . 111.1 t> 00 0? 61 1� AAAN AAA' 41, ii 7 =111=111 > , 1 - I 6 MIL VAPOR BARRIEFM9 t> 1:1 711 �ml .. R 17/8" #5 REINFORCING BAR 1> 1> z Z k I IEEI I IE9 I F=l I E.E.1 I I-- #5 LAP SPLICE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2.-, S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -.4 =: = =� - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 8" C.M.U. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS #5 VERT. IN FILLED CELL C14 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR SPACED EVENLY FIBERMESH 2x P.T. PLATE A SSUMED FINISHED E FRAME WALL TO C.M.U. WALL CONNECTION SCALE: 3/4`"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---,, GRADE 00 IE1 I IEE #5 REBAR vv/ OPT. io, I_=1 I F1 I IEI I IE'] I I .. A I i=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 EXPANSION JOINT 4 'A 9 1 4 1 Fil SEE A/S3 OR J/S6 I IL FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS d .1 7=1 1 0? - CID, COMP. SOIL. (COMPACTED TO A Z 95% MODIFIED PROCTOR ASTM D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2", 1 1/2" FROM SLAB 010.1 CONT. BEAD SEALANT . -_ j A . < INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4.. -A 41 A GARAGE 1/2" GYPSUM WALLBOARD U.N 0 :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. 7AGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN AIN, SHEAR 180# MIN. CONT. BEAD SEALANT E 'ENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W11.4 4 WWF OR FIBERMESH OP Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K I S3 3 1/2" MIN 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`4' (R302.1 1) -ANSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 wit (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 29LITEL L IL (2) #5 CONT. 44, U.N.O. MIN. TYPICAL BEARING WALL @ STEP . cc SCALE: 3t4"=1'-0" S3 =10NI.I. T, IT=11. 1. IEI I-. _T f -_4 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACEANCHOR __j BOLTS 6" MAX FROM W END OF 2" x PLATE 0 W C) _j IL (n I> IIP W I [�-_ )R FROM L Tr A 10" e,xxNxxx 6 '-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION IN SEE PLAN FOR & LAYOUT DESIC TOP OF BEAM N' SEE ROOF PLAN (2) HTS20 FOR STRUCTUR) BEAM SIZE & CONNECTION IN /-2x4 P.T. PLATE B. CO'LUMN LOCATIO'N 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING U) 0 SCHEDULE < > < > W SEE PLAN FOR STRUCTURAL :2� _j W COLUMN SIZE AND BASE Lj CONNECTION INFO. S CURE x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 TRIM PER PLAN FOR COLUMN TO BEAM ATTACHMENTS I I SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS 'T FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 0'-0" FIN. FLR./-ib, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) = _,:1 6 x 6 W1.4 x W1.4 C�! C - WWF OR FIBERMESH E - 9 (2) #5 CONT�-' ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 1\ �3 VARIES 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 7 !Z��j -:4, 00 C� I IE1 1 r=i I lEil I I - - -1 1 1-1 1 1-.. 4,. E C�! I H. _8" FOR REINF. IN - SEE A/S3/J/S6 F0 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (�b S.G.D. SCALE: 3/4"=V-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 GRADE W 7; 0 __,I z :3 W 1�_ W 'W U) W. 9 00 EL_ PAD REINFORCEMEN (SEE SCHEDULE) F PATIO COLI EXTEND FILL CELLS E 'ff TO FOUNDATION PAD MAT REINFORCING. I co ELI z W FOOTING EM,1 EMEL-IRP �=- 3" MIN. CLEARANCE SCALE: N.T.S. \ 3 CT 18 2022 VR/\o Virtual Review Assist, Inc.. Plans Review completed and approved 'or compliance with the 2020 FBC 7th Edition by Debra Anne K(ahr PX2300 04 04 C) C14 04 j j C, 0 00 LO < z LEI 0 0 LU 0� 0 z < (A 4) a) 0 U (Li C) C4 4- 0 co (4 U -0-0 0 (D E :E 2 8 0 0111- 0 U_ C) < < mc 0 U co E cc) co 0 CL _0 LU LIJ (D W W 0 LIJ W LEI W 2 �_ 0 Wm-j Of �Yzaf z < < of _j 0 af LLOOO-jo < �3 W in- (L IS z W 0 -- z < LID u5KWC3�c) >_ It < 0'r _j - 0 W C) a- a - ILL <0W �_ � 0 X 0 7) oyzl< W < U_ < 0 < < 1 C:) C) CN z Ljj 0 U), > q zco (.0 C) C) < U) CY) LO _j "It LL. z0� W U? cy) 1]� 112- =5 00 < >- < z LUz W _j C) C:) (D C14 04 CZ) C`4 04 C) C) 00 to M 0 C14 0 C14 04 C) C) C) ciij CD c,4 C) CD C) C14 C14 C14 c,4 c,4 CNI C14 & C4 ob C) 6 - ob CD A 11 N 6 M IN I ,I- C) I - C) I 0) C) I 0 V I - 0 I (0 0 i� I 0 E > C) c� C) M 0 '4-1 CD LO C) CO C r.- UW) -sq- I I I CO U) Z Z 0 C) W 0 W �5 W 0 0 0 - 11-- Z) 0 0 CL 0 Of W LO -0 z W F- F:: W 0 M M - z C**4 0 0 Uj Z 3: 00 W<W0 >_ M 0- 2 Z W Z Z LL W C"4 0 < < F- 2 z < U) z z z < 0 z 0 z z z _Wl Uj C14 N C) CN LAST PLOT DATE @ >mr- . III May. 2, 22 Z 0 STRUCTURAL . _j DETAILS -MONO 12 SEE ELEV. �,�(Typ) SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD (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 TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE-r6i O.C. TO EACH HEADER FACE If 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. _--SEE TYPICAL WALL SECTION DRE-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 W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D *;2x BLOCKING @ MID POINT EVERY OTHER ++ '11 + + STUD W/ (3) 1 Od NAI L§S,� CRICKET AS REQUIRED + + SINGLE 2x CONT. BASE __� PLATE W1 (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 SIMPSON SP1 w/ (10) 1 Od EDGES & 8" O/C FIELD NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK IV 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 BLOCKING (TYP.) TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM FACE OF BLOCK WALL IS 2 1/4" EXTENSION FROM EXTERIOR 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. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 NMI I 1* 0 I milli Milli NEI I ET!M Milli MIER HEIM NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUN TING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 'BOTTOM OF MOU_� �B __,�OURED CONCRETE BASE FOR NTtNG TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. — PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/81, 8" 7 ti/w 8" 7 qix, 8" Eli 11 -SOLID AREAS ARE STEEL AND GROUT r�i��= DOOR OPENING r F-DOOR OPENING f r Fill 1STCOURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT SCALE: N.T.S. V 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 30LID AREAS ARE 3TEEL AND GROUT LILL 8x8x1 6 BLOCK )OOR OPENING -Ct 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. 2 x 6 P. J-BOLT TRACK BRACKET rop IARAGE 1OOR 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. � �4 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) 1 (2) (2) 1 (1) LSTA30 (3) (4) (2) (4) (2) FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 112" EACH SIDE '�'-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q� SCALE: N.T.S.' �, �4 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___---_--_4-_--_I SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL__�_ W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. V 5/8"xl 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION --2 P ..k 1 \_SIMPS6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL . 4. 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL U EXTERIOR ST DS W/ 14� 16d TOENAILS TOY6PPLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. P. T. -ATE F= 2240 LBS SIMPSON SIMPSON SP4 SP2 SIMPSON SIMPSON Spi SIMPSON- SP4 1 O ST co J- TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING IMPSON SP4 N 11 19- 1 2X8 P.T. BOTTOM PrE SIMPSON SIMPSON SP4 SP2 j NAILED IN fO TRANSOM FRAMING SIMPSON - spi SIMPSON SP4 SIMPSON� SP4 LRUSS BOTTOM CHORD OR 2x4 T BLOCKING W/ 2-16d TOE NAILS @ EACH END W 0 < n U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE--, rPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL �j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT IOXIED A.T.R. t & NUT DXIED A.T.R. t & NUT P4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING (2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & FILLED 5/8"X1 0" J-BOLTS 2X P.T. PLATE @ 2-4- O.C. MASONRY WALL T 8 5/8"X1 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON Virtual Review Assist, Inc. SP4 (D Plans Review Completed and appr for compliance with the 2020 FBC,, E,1 1 Od NAILS@ 4- 1 Od NAILS QfWa Anne Klahr PX2300 d i STAGGERED A G D TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC EDGES o E SHEATHING & 8" O/C FIELD L te SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o_,_5/8"X10"J-BOLTS@24"O.C. MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE UU 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR_� SCALE: N.T.S. S4 C%j C14 0 C14 04 A A LO C) co Lo 4" z 2 M 0 0 W z a) LO 1L'0_ F > 0 r, 0 " 10 1i U 0 M!� >1 (y) C-4 v) 4— C3 c, -0-0- 2 ') E :E cy) C: 2 8 0 a 0 , a) < x 6 _: j�, u UUj cO E 5 7C) C1 C) LL1W �, . w 0 Ld Ui wo�- W _ W W2�_o WS2_,<03:WW,000 0 <CYR-jCnx < Z) I.- OZ200".��- :0DU)j0x�0zUz0-zE00M-0zz < U) Uj a. W U, Z5 1 2 tit< '0 � 0 U) 0 0 z �_ _j (D a- > z azz OW00 a- _j�<0WH-Wz 0- � 0 LL < W j3 0 yj 0 Of D U_ < 0 U_ 0 0 N z W 0 U-) > C/) CD CD C:) zCY) C:) U) CY) LO _j 0- U) "t LL. cf) - r W < < Lq 0� 0- co [if 01- 2 - < >- < 00 z C) I_- z W W C:) mi (.0 C14 04 C:) CN 11 0 C) o6 CD v-- 00 — 0 C14 0 C,4 C-4 04 CN CD CNI I CD 04 C) 04 C) 04 C) 04 CD 04 C) 04 06 C14 ob C) 6 - Cb c) A I'l-1 C14 6 Cy) 4 CD ,-' CD & CD 6 ' 0 (6 CD Lo (D C) - 1 (D 04 0 C6 0 1 41 C) 6 0 (6 C) r-� U Cr 00 U) z z Z2 4_0 W W (n W r 5; 0 -4--1 0 =) 0 m < 0 a- -0 0 W_ W 2 [L 7- < �0 Z LU af I.- T— W co 0 Z �— T- z (D 0 z 117111.14 00 13� 111 0 ro CL 2 Z W_ Z Z LL W r*+4 0 < < _j 2i z 0- W U) z z z 0 z C) 0 < z z z W _j W C) >V-- LAST PLOT DATE . . May. 2, 22 1 Z 0 STRUCTURAL DETAILS F, SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL wl UNSUPPORTED, IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL--7 (2) 16d NAILS 7 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL vv/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (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 vv/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR 2x4 CROI BRACE APPROX. 8" FROM SHEATHING DETAILV 2x KICKER 2x8 SYP#2 "L" BRACE To .7 @ 8'-0' EXTEND AT LEAST 90% OF RIDGE FASTENED AT @4 >KICKE�', 8 ON 0/ /C C EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A vv/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT vv/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED X LA 1 OdX3" @ 3-1 O/C -THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD vv/ 1 Od NAILS @ 6" 0. C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT vv/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL ,,-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS . . 2x4 "T" ON TOP OF PANEL BLOCKING-, �' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR\ 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED \-WEEP SCREED NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 112" x 8" "J" BOLT @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER SIMPSON METAl 2 wl (7) 1 Odxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED vv/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C 4L� 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM — O.C. MAX vv/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES vv/ 3/16"x2" 0 PLATE WASHER SIMPSON METAl 2 vv/ (7) ALTERNATE SIMPSON MSTAM24 vv/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 wl (7) SECTION O.C. MAX) vv/ MIN. 4" SECTION_ r2 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE � �5 SCALE: N.T.S. 1\15� REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C vv/ (2) 16d TOENAILS @ EA. END 8 M-11141 Z I mllfayff a ul ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" ADDITIONAL INFORMATION. CROSS BRACING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL—,,,. NOTES AND NAILING x 00 00 SCHEDULE FOR — SHEATHING DETAIL BAC 1 2' '1/4-' (2) 16d NAILS ao 00 1 2"x4" CROSS BRACE APPROX. 8" FROM RIDGEFASTENEDAT EACH JOINT vv/ (3) 10d & (2) 10d TOE NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS NAILS STAGGERED 30d COMMON WIRE @ 48" O/C FOR THE (2) 16d NAILS (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 TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) vv/ (2) 16d TOENAILS 1 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 1 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANFII 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. 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 vv/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. '\ �5 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 l" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E C. FIELD '�JACK TRUSS CONNECTION SEE PLAN FOR (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT vv/ (3) 10d & (2) 10d TOE NAILS @ EA. END x @ 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 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED vv/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGAl OKT vv/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 vv/ (12) 1 Od DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA vv/ (4) 1/4"xl 112" SIDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING vv/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) W \-BRACING vv/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl OKT wl (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. /-16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. W x 48" O.C. "L" BRACE ATTACHED - 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKI NG @ 48" O/C GABLE TRUSS RTi I � IA\ TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE/,` 7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. d. W 9 9 9 z ED uj -1 LLJ 't m < 9 CD C) . . . - - - - Lu a_ < >- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /BOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION -E N I" '�/ '111� A Virtualt Review Assls'(� ilP,", . 11- Mans Review compteted and appl'oliv, r R �or comptiance with the 20201 '3c 7th bv Debra Anne �lxl'ahl 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION DS @ 16" O.C. c*4 N C) N CN Lo C) 00 < z W 0 W x 0 z < 0 a) u') 118 E (3) .� 0 r" 0 -�o 11 0 - 0 m 4- 0 >1 cy) 5 -+-- 0 -6 co U -0 00 ol c: E :E 0 u -2-9 00 o - co, 9 < 1- Q) -, mc U Lu C)-!;� cO E c m .9) �-o a') CL -0 W Q LLJ 0 W 0 W P W -j W � 1.- 0 ofg zw- Lu 10 z < < Nc 0 Of 3 u) 0 3: cr u) u- 0 0 u- LD '<o�"zou'- 02�00I-<�- < I.- 0 o 0 LL cyu)0�90 oRoomoz co uj W J) Z W Z;5 af z n G- > uj Q� < 0 W �- -j c) (/) 0 LL z of z LL 0 W IL 0 a- 0 z cl < W W z [L W 23 < 0 0 z < - Z C) W z W c:) c:) CD 04 N c:) CN C) 00 N CD 00 C) CN C) CN C) N N CN C) 04 C) N C) N C) N C) N C) N CD N *4 6 C14 4 0� (D ' L2) cb c) 6 A -, C14 6 cf) c.6 C) C) C) C) C) 0 L0 16- >I C) -'I a C'� I a co CD I "t I C) Lo CD I CD I C) I-- U") co U) Z z -1�-j W W (n 5; 0 C) 1.— �� < 0 -- D- Lf) -0 o Of W 2 CL 2: < W < 0 Z Lu F- T- < im 0 Z F- 2: 11171*4 z 0 tz I Z 3: -j 00 W 0 Z of Z Z LL c\l W r*4 0 < < I- -j 2 z a- >- W U) z z z z 0 0 0 -Se 0 o < -j z z z 1� W N N > LAST PLOT DATE May. 2, 22 z STRUCTURAL DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION— 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2"GYP WE3 (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER _j W PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cf) FOR MORE INFO w 0 W 16" O.C. 2X S.P.F. STUDS 0 = W1 (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d __j W :D W LAYER 1/8" THICK. U_ COMMON @ 6" OIC EDGES AND 12" O.C. FIELD a� U) INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN I (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;�,� S6 S6 SPACE INTO APPROX. EQUAL AREAS. j, FLOOR SYSTEM METAL SEAT ER PLAN OR FELT PAPER FOR MOISTURE =34 j BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/81, GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS I STD. 90 NOOK (SEE DETAIL) \�=-8"x8"X16" GYP WB 1/2" GYP WB _T CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN 1]) SOLID W/GROUT � NOTE: LAP SHEATHING TO B0170M OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) LL 0 4N4" INSPECTION PORT AT :-i M CL EACH FILL CELL TYPICAL 1 x WD FURRING @ 24" O.C. Uj U) AT GARAGE CONTRACTOR BASEBOARD LO cli TO CUT BLOCK OR POUR MIN. 2500 PSI CONC SLAB CURB DUE TO SLOPE MIN. PSI MAY VARYIER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE E /FINISH .4 GRADE 00 OP 6x6 W1.4xW1.4 E IF 4 EE1 I JEJ I JE�j I J= CD z WWF OR FIBE E I @_A M I M1 I F =111 I Ik '—STD. 90'H OOK (3) # 5 REBAR ON 3" CH I (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1-4- TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 112" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS N SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING I 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 O/C FOR THE 1ST Z-O" OF \—SIMPSON HETA20 vv/ (8) 1 0dx1 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING BLOCKING& MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIO N I( R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION 111"'s, FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSr FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE 2 x STUDS @ 16" O.C. 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. 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH TYPICAL TENSION 2600#.) =1 I M I zo IjIr A I IE�Llii rT- I J= 1 ,111--:F,111,,,=,111.,=,,.111::8:1(3)#5CONT.ON3" .=1—1 81 V. CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION i(�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. �,S6 uj LU U) 0 0 (n 15/32"OSB ---\ 16/ EXPOSURE1 SHEATHING 1%, F x PROVIDE _x I BLOCKING AS REQUIRED PER D I a SECTION X-X IF W NOT FULL HEIGHT SHEET- Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSURE1 SHEATHING LLI LU M SOLID 2x BLOCKING @ ALL :3 SHEATHING 0 U) EDGES(SEE OPENING SECTION X-X) - _/ Uj _x X F1 C11 _x W _2xSTUDS BEYOND. (UnI SEE PLAN Si 0 U) '---2.4 P.T. BASE \_�FIORIZONTAL PLATE BEYOND 2x R'RRnP* OP Jr VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r-1 r-A1A-r1^k1 r%lAr%r%ARM 3/8" "S" = NA SPACIN 3/4" s 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 92 SPF TURNED VERTICAL w/ 7/16" I FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END- NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED FOR SHEATHING 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN W z NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL 0 NAILATTOP PLATE TWO ROWS @4" D.C. w/8d COMMON NAIL NAIL OPENING PERIMETERw/ (2) ROWS @ 4" O.C. w/ 8d COMMC F- @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. 3: Cn STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL 0 :D LU PLYWOOD L>L 0 ��_ r0r SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF C<r U�) < cr P 0 0 U) W/ 8d COMMON NAILS @ 4- D.C. (2) ROWS @ TOP & BOTT. ('n �0_ (,n '2 U' 'Ir (D (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL U) 111 0 � �- N Ul 0 MEMBER IF GABLE END NOTE: " " WALL SHEATHING INSTALL. �, �b &NAILING SCHED. REVISION 12-7-2020 OZ0 "?z 0 . 8d NAILS FOR WALL SHEATHING MUST BE MiN.131 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x"10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION � \_ (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY * EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 vv/ (6) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—' CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 518"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 4 CN 1-1 1 JEE1 I JE� 1 4 Cl) IN '. =1 I Ul I =1 I N�_i I 1=1 I 1 4 Ill — ;Fr — —I 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS S6 OCT 18 2022 Virtual Review Assis Inc. Plans Review completed a appir �wbc for compliance with the 2020 8C M Editjoi: by Debra Anne Ktahr PX230',� n F HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1-4 (1) (2) (1) (2) (1)LSTA30 4-4 — (2) (3) (2) (2) (1)LSTA30 16' (3) _T 1 (3) _(2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE 00 FINISH GRADE co CZ) z (3) # 5 REBAR ON Y CHAIR 4" 11-8.1 W/3" MIN. CLEARANCE ALTERNATE FOOTING V r ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" S6 C14 04 C:) C14 04 LO co LO < W 0 LU z In (1) L r) L�.) E CD 0 10 U M 0 >1 V) C) N. n -1--- ::) C3 V) U _0 Cl) 0 C: :D U 0 c) 0 C) < U < C 0 U LU D_ C14 0C) E cli C:) 70 C) r, CL -U W W Ld LU 0 U) W W W 2 � 0 IJJ �- of of��ezn� z W02-,< < Z) — 0 01f , C) 0 LOL _j 0 < C) < 1-- U) <Cyx_j 0:0u) 00 :D 0 ZLLu--z2i_j cywafgo—OW00moz, < W LL, W 0� z< 0 0 0 z D_ W Fn W 0 > I- U-0woon- _j<0<-bzy0zzz I- UJ<�5—LU 2 Q a< LL < W 6 0 W Y z g < ow 7) < < U_ < 0 LL C) z Uj 0 F_J5 TD r-- > 0 (0 or) CD C") < _j U) "It LL- U) z W < LO cy) 00 < Z C) z W W _j C:) C__) (0 04 04 C:) 04 P-� 04 C) C:) CO CD v-- 00 T- C) C14 C) c,4 C) c,4 C14 C14 C) 04 C) CIJ CD 04 CD 04 CD N C:) 04 C:1 04 6 C� Ob 9 6 (:Ib 9 C; 11 04 6 I- CD r-- CD C:) C:) C) I — 0 I (0 0 0 U) cc,:�) cc-:); 4::, C) L6 C:) c.6 C:) r-� 00 z 9 W W U) 5; p < 0 a U 0 Of W 2 W z W < 00 0 z z (D 0 Lz W z 3: _j rkj 00 W >- 2 < W 0 M 2 Z elf Z Z U_ CN W 11744 0 < < I— _j 2 Z 2 < 0 IL >- W LI) z U) z 1: < z 0 foy z 0 0 z S6 z z LH W C14 C14 C� CN C14 LAST PLOT DATE @ > May. 2, 22 z 0 STRUCTURAL I DETAILS —MONO 112" DRYWALL 1 x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 DOOR JAMB (REFER-\ F P.T TO PRODUCT TO PRODUCT F APPROVAL FOR CONN. APPROVAL FOR CONN. x4 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3116"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1 x8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 1-1/211 DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER 1x4 I 1Z UM T VVMLL TO PRODUCT APPROVAL FOR CON X 4 FURRING (2) ROWS 3/16" x 3-1/ TAPCON @ 16" O.C. 4" 2X8 FROM EACH END w/ IN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS O.C. 3" DETAIL STAGGERED @12 N & M 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAF-CON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DI N. 1x4 1/2" DRYWALL APPROVAL FOR CONN 1x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F 2" EDGE DIST. TO PRODUCT ,*2" EDGE DI.S1 APPROVAL FOR CONN. 3 6". 2x8 P.T. wl (2) ROWS 3/16" - �j APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRII DIST 4" FROM EACH END w/ 2x8 P.T. w/ ATTACH SECOND PLY w/ P T A(.., r� r 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 " STAGGERED @ 12" O.C. 'I- I lAll nPT,& I I 2x DETAIL 2 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc SCALE: N.T.S. SS 1/4" MAX Ir SOLID BLKG. AT TOP BT`VVN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)lOdNAILSINTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR - ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER 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 ri SCALE: N.T.S. �, �S A Z-O" SECTION A -A 8" 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE TO BE INSTALLED INSIDE TO ALLOW FOR INSULATION 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO /4" MAX 2-4- 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od , 1-1� NAILS AT EA. END ____F PROVIDE 2 x 8 DIAG. BRACE BT`W4, VERT. BRACES WHEN HGT. OF FON BRACE EXCEEDS 24" B LEAVE A CUT OUT IN O.S.B. ON TI TI 2 x 8 VERT. BRACE(S) ATW&IM INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS "`2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL VVDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK SCALE: N.T.S. 1\ �S .13-13 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. MAX. 8" PROPER INSTALLATION L #5 REE (TYPj STD. 90' FILL SOLID HOOK BOTH CELLS E719 NOTCH WEB AT ±5'- FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 112" 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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 "'It- A ,HE 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 'IS" 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. /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. .74 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. �_ `� -,.% - I - ., �t::_ 7. � � 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON 8d NAILS H2.5A w/ (10) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL - W * W * M * AT PERIMETER (1) #5 BARS CONT. - WHERE THIS CONDITION - OCCURS TOP WITH MIN. 3" - COVER - 6 r F.F. X� E�E EEI I FEI I lEd 11-9. 1 F C, I A 1E1 I 1E1 I lEd I 1E1 I F, Ed I 1Ej I FE1 I P: IE] IEd I kHl I I -Li Vu 1= GRADE N 7 C14 Cl) C'4 I> _'_�(2)#5 REBAR. MIN. 3" X� N 16" MIN. COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" V-0" FILLED CELL PER FOUNDATION PLAN R YP.) THE :S I IkIAnt%E:0-rAD1 C: IKIC-17AI I 71nKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS AR;-_',H PLAN AND PkI �,IJB FA` ALUM DRIP EDGE ALU V F A% 1- P t N 1 1 3,'4' 7r�INI PAIINTE-_" E V,1,�LL F E 1- -4 A 1, 0) %1_',7F RF UD 1FFIT PL --ic K IN'G. h4 LE 7-� -1P F,'FP- ��)THF� 7Pi- L_ '-z T(I r.1ATER1.4; _'_kPAN C'APACITIE::�; BA' 7F_ )N L)Lt', N P, EN AN LI U_Ar_'-DINf_; `�,T;_:: D I N THE _IE r'R -E7.,, 14, C N SHEET SN 4T'.%A� L t-�7k �L� HI!- bLl��l Ni: F 1 4 �F L ],) 24" 1(,IE,1E4,'E:NT IN DIAJOOND 4TTE Rr� STRUCTURAL SOFFIT -:A S _E '2 FDR Sr;FF�TS �VITH S7,ANS 1' 4', N�-,'l 4�LL r-.11E�- AN BI-C,( KIN(i PER - I f H�- --:)F+1 T F- PA N�; I,'; I A T�I)N �:PITFP!iA 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 Z-16" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. 0 TO TRUSS TOP CHORD + + (37)y + PLYWOOD SHEATHING + t + + + + + BLOCKING AS REQUIRED TO SUPPORT Z 4z� TRUSS + SOFFIT + + 2X4 SYP + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ce PRECAST LINTEL N % SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED -(MAX. 4'-0") @24" O.C. FASTENED TO __--N-' CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" V-0" SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR Ml%r-. MSTAM STRAP — .qr.Al F- 1/4 z 0 U) < 0 LU LL U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W1 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 8d @ 4 O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/41 112" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK V_ RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" �EFOR OVERHANGS LESS THAN 314"- NO REPAIR REQ'D. F 11-011 51-011 INISH FLOq3 4> __--#5 BAR CENTERED W/ IN TOP C? -- KNOCKOUT/ N . 0 CHAIR BLOCK Eo I I % MONO FOOTING - SIZE AND REINF. PER PLAN .1 1 1 . E AND SECTION DETAILS 11 -7 / ' - - �v . 17, Z/ I - t CLEAN FI ;2 t> - DIRT LL A -STANDARD 9(T HOOK #5 BAR IN FILLED CEL Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS 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 W1 NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL Ink _�l SAW CUT N LE: N.T.S. SCALE: N.T.S. OCT 1 2U2 V Virtual Review Assist, Inc. Plans Review completed and approvee, ,iticn lur compliance with the 2020 F8C 71h Ee bV Debra Anne Ktahr PX2300 7 04 0 04 LO LO C:1 j, " < z W 2 0 0 z 0", 0 10 1? U C) CO r, a, CO C4 4- In "i D U D 0 - 16 c) -0-0- 2 cc,�) C: (D E -E — :E '0 ::) 0 U 0 -5 M: C) 0 (Dq t, < E U Lof) 6 U Lu D_:�� -t; 00 E cN) cc) 7C) C) r-, C) �0 a') CL -0 W W 0 W W W i of W 0 < 0f _j 0 W W 2 0 12<1 zaf z <Of �e 0 of L_ 0 0 LL 2 < < 0 < X CO 0� Z LL U) 0 0 M � 0 z 2 0 0 r 0 IS z :D 0 0 CY W 0 U) W W z a- U) W W 0 a_ > Z y 0 M 9 L) W �5 Of Z) I.- LL (If < 0 z 0 CO LL z _j _j<<0w< < �-- &3 LU z 0 W Q _Wz �Wj320 < 0 f_ OW n U_ < 0 Y z � < 0 < < LL F__ C:) C:) z LLJ 4 C-0 Z) r-- > U) c) - (0 C) 0 i_� cf) C) z Cf) I`- < Cf) LO a- (f) _j LL_ "I U) - r-- W < Lq 0� [L co 00 > < Z C) I_- z W C:) C:) Mj (.0 1;4- C14 CD C14 P�. CNI C� 00 (0 00 CD CN C) 04 CD 04 N N C) CN C) N C) (N CD c,4 CD c,4 C) 04 C) C\I & C� Ob 9 6 Cb 9 A 11 04 6 C) 4 CD CD C) 6 CD c46 C) 0 U) LO a) >1 CD C) . C'4 C3 . C') C) . :t C) . LO C) . (0 CD . r,- LO 1;1 1 1 I I 1 I CO U) Z z L 4_0 W a W W ILLI C) 0 0 _j U < V) 0 0 Q� LU W < 0 z W M 0 z I-- z (D 0 W Z _j 00 O� > >- W 0 Z 0� fn Z Z LL C%4 r1si W 0 < < i- _j 2 z V_ 2 < _5 W >_ C0 Z z Z < 0 V z F- 0 < 1 0 0 rn z z z W IN CD LAST PLOT DATE > May. 2, 22 0 STRUCTURAL DETAILS—RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). �Ilvlr��IN lvl� I I W1 I V) I VU lmm� FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW S — F' 1 '-01" CALE--, 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING CN OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 vv/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUEDAND NAILED 2x4 PT NOTCHED INTO �IN 0 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED I NOT TOUCH STRINGERS INTO FLOOR WITH GLUE STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER =FOR DRYWALL SPACING SECTION VIEW SCALE: V-0" DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "All SCALE: 1 V-0" 2x4 PT NOTCHED 11\ AND NAILED TO FL( AT STRINGER CON- CTION VIEW "Div. SCALE: 1 V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x 12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING -2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1 V-0" 2x8 SYP DRYWALL STOP MUST I-, NOT TOUCH STRINGERS ;LUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Bit SCALE: 1 V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER SECTION VIEW "Ell �E SECTION VIEW 1 � SCALE: .2" V-0" -3/4 PLY\/\ ON DECI, --2x8 SYI AND Ni FRAMIt 2x4 DRAF STOP 2x4 BLOCI, C SCALE: 1 V-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND 1" GAP TOP AND 2 BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I" X 4 4. 2 TAPCONS @ MAX. 32" O.C. A GLUED AND NAILED TO STRINGER DRAFT DID 8 SYP DRYWALL STOP JST NOT TOUCH -RINGERS x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 G. 1 TOP OF STRINGER SIMPSON A35 '0 C OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP STRINGER FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER --L—�PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS . x OF STAIR TO CONC. W/;1f 2 1" TAPCONS @ MAX. 32" O.C. 4 1 _1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit SCALE: 1 V-011 FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POS� PER CONTRACT (2) LAYER 3'EDGE GOLD 4' OSB OR PLYWOOD OR 1 2"X16" LVL 4 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: 1 V-0" El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /-XIM UUINO I MUU I IUIN Ur. I MILO (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" POST LET INTO -OCK DE ING )X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES OCT 18 2022 /,/\ % JOINT Virtual Review Assist, inc. TO )ISTS�jr ians Review completed and appruveu, compliance with the 2020 FBC 7th Editioit ��f Debra Anne Klahr PX2300, NAILED AND TOP PLATE 14TO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x ECTION VIEW "Hit SCALE: 1 V-0" N 04 LO LO C) 00 LO Of < W 0 W z < Q) L 0 1�0 E 0 0 10 111 U 0 00 "'t, 0 >1 M 04 00 .4- -I-.- D C) �_, V) U _Q -6 z co 4) E 0 0 2 0 8D 9 '< �2 < >, :tt V) U Uj a:�� 00 E c� C) �? 00 �0 LU W W W L_ W _j W W_ W W 2E 0 W��ezof z LL C) 0 0 0 < < <D 50� WZ UW cyu)of 0_0T_00M 0- Wz � 0 a < _j 0 z Z) 0 a co 0 0 z W W 'n (,D Qa- > Fn Lu _j . Zy0Z J<.<Ow< �_ Fn , �5 1 w < 0 �_ Z LL _Wz 0 W Q 0 a_ 0 LL < 0 W 2 �- �_ 0 W 0 D � W y �< < z 0< (.0 C) 0 1.-: (y) 0 z co < U) a- (/) 2 U) LL_ z W 1-- cIf 0- co < 00 z z W C) _j 0 C14 C14 C) C) 00 (0 00 C) CN C) 04 (D C14 04 04 C) C14 C) C-4 C) 04 C) 04 C) C-4 C) C14 C) 04 & C� Cb 9 Lx� Cb 9 C; I'l-1 04 6 CO CN "t C) , 0 0 CD " C) Cb C) 0 U) LO 0) > C) C) C� 0 cli CD 4 C) L6 C:� C.6. C) rl� U) 00 U) Z z 0 C) -1--i 4-4 Ljj0I-5; 0 W U) W F- 0 0 of U �:. < 0 0 UW.) —0 V) z W V� < 0 0 < M Z �- Z: z 11711.4 (Do t= W z 3: _j 00 W 0 M 0 Z X Z LL W r.%j 0 < i- 2 z () 12- W >-U) Wz z z 0 se z 0 0 I-j S T z z U, _1 LLI N N CN LAST PLOT DATE >,r-- . . May. 2, 22 Z 0 STAIR DETAILS IENGINEEPJNG SPECIFICATIONS I PRODUCT' DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI - REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM o 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 o 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 WrrH ARCHITECTURAL AND/OR STRUCTUPAL 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 IT-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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTE9 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. ADDMONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND AC1530 10. PRODUCT' APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.OS 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 WrTH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSrTE 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 REDUMON FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-IB SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^NP-094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-1B BF12-IB 8FI&IB BF20-IB 8F24-IB 8F28-lB 8F32-18 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 -11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 - -�069 4605 6113 7547 8974 .10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 14890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 -y,-89 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 30 0 5365 7547 (36) 7342 (19� 8733 (19� 10127 (11, T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 19 711 19 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 8825 (14 T-6" (90") PRECAST 743 1011 1729 2632 12205 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 1 643 1052 1533 2093 2781 3643 (38) 4754 (45) 11--4" (136") PRECAST 362 582 945 1366 1 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST jj/ 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 f6-30 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. 1 NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED 1 N.R. 1 NR NR NR NR NR NR NR 129 250 450 654 884 _ 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4ft=-4*9ff M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RU6 8RF6-08 8RF10-0B 8RF14-OB 8RF18-OB 3RF22-OB BRF26-OB 3RF3HB 8RF6-1B j8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 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 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 (34) 7917 (19 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 L9 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 ( L2 7-6" (90") PRECAST 669 755 1490 2459 6 57143 5623 755 1490 2459 3776 ] 5743 f7239 8998 (19 10893 (48) 9'-8" (116") PRECAST 411 1 466 999 1568 2253 3129 4091 314 1 526 999 1568 2253 415 SAFE LATERAL LOADS FOR 8" PRFCA-qT & PRFSTRFSSFD U-LINTFLS 4^=-4494" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF, CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14--0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 151-41, (18411) 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 R" PRFCAI;-r w/ 2" RFCFI.;-r, DOOR tl-LTNTFL-q 4^=-4494" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 1 '-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 4^Wr-4^4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAS-1 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 14498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23)l 1021 1634 (12� 2102 (11) 2571(10) 3039 (10) 3508 (9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113�15 1471(15' 181X15 2152 (16 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15 1185(15� 1458 (15 ' 1732 (15 2007 (15 530 686 1183 1526 1865 2204 2544 11--4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9 441 723 (14 936 (14 1151(15 1366 (15 1582 (15A 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15 373 606 (14 783 (14' 962 (1� 1141(14' 1321(14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRE%-�o I 3H_g 346 559 (14 723 (14 887 (14 1052 (14 1218 (14 410 420 709 1050 1434 (81 1694 (8 1954 (7). 14'-8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 (1 1129 (14 246 390 655 968 1324 (8) 1625 (1 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 (1 1052 (1 230 364 609 897 1224 (8) 1562 (1 1801 (14 ITA" (208") PRE70SED 187 255 404 (12� 520 (12, 637 (12 754 (121 872 (12 192 303 500 732 993 R 1268 (14 1470 (141 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (1 646 (12 746 (12 166 261 424 616 831 (8' 1057 (1 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (1 480 1 567 1 654 t 142 230 369 531 713 (7) 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10 378 (11) 461 (10) 545 1 1 137 1 221 354 508 681 (7) 861113 997 (131 - 24'-0" (288") PRESTRESSED 124 1 175 267 (10) 341 (10) 416 (10) 491 10 W629 566 (10) 124 1 200 316 450 600 (7 756 12 875 (131 (#) THE NUMBERS 1N 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 4AMP-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30-2T 4'-4" (52") PRECAS. 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAal 867 1675 2525 3374 .4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 Y-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 (8) 1952 (7 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301(15] 1640 (15 1980 (15 2322 (16 395 589 1135 1514 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 UNIT'2382 - 1ST FLOOR PLAN. 1/411 = 1 1-019 Gj CG ) POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 0- > > 6 0 8F16-1B/1T 8RF14-1B/0T 0 0 > & % 0 - > 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP M MIN. (1) REQ'D +41-1/2" CLEAR C.M.U. => F- A (n -j I jr, LU Z LU LU LU U - Uj 4 ,�#5 REBAR AT 0 �- z LO BOTTOM MIN. (1) X 'D Ce U- U 0 REQ < fn 0-. W ZO Uj Ln 16 GAUGE POWERS 3: - 4 Ln �y L-�STEEL BOXED r, Uj 0 W CL 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 DEFTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D CLEAR < Z C.M.U. YV1-112" �5 MY ----GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY 4t BoTrom REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F FILLED WITH GROUT LLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY d16-IB/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP AN Virtual Review A Plans Review completE for compliance with the 2 hy Debra Anne Kl�� b C14 C14 0 7 LO LO C) 00 to z W 0 W z (D E > 0 0 *i-- "o 0 (y) V) (y) C'4 4- Ln 'Y5 co U E 0 -0 2 0 M: -. 9 0< 6 r" ` < "q .P 0 > 4t U LU 0!:� 4 co E" 0) 7C) C�l �0 .5, C) CL W W W LLi W C) F- LLJ LU W 2 0 W �- < X fr- z W z W o 2 -j < < < Z) - 0 Ir LL b 0 '0 -j 0 < W i� 0 -j F= < < F- 0 0 0 ::) a 8 � z E LL 9 z 2 -, < 00of 0-owoomzz Cl) W W CL>V5-WWz5WW<::' (9 �- LL 0 L�2 00 z U) LL 5- 0 z a z 0 W zwz Q W 2i 2 IL LLI 2 Lu < 0 OW zp < 0 < Lj- C) C) (N z W 0 F- LD 5) > U) a (.0 C) 1.-7 < (y) a CY) r�- w -j Lr) LL < W < LO cy) 00 < < Z 0 z 3: W C) 8 2022. C) (.0 04 "I Ist. I A- C) C\ I and approved rl- 04 0 FBC 7th Edition 11 I r PX2300 C:) C) 06 CN (0 V- CC) -- CD 04 C) 04 C:) 04 N CN C) C) C) CD C:) C:) CD 6 C� qr Ob 9 V-- 6 V- M 0� 9 A IL (0 C) C) C) C) C) a C:) > C) C) N a Cn C:> IT CD LO C) C'0 C) rl- U'-) I 00 z z z 9 W W CO W F- 5; L) c)) 0 C) 1-- :D 0 0 < 0 0- LC) 0 W W 2 (L TZ 'r W < Z Z) I.- X W < M 0 z �-- = Z C**-j (D 0 L: W Z �: -j 00 >- ir 2 < W 0 ry) 2 Z of Z Z LL 04 w 2 0< < �- -j 2 z (L W >- T- < (n L0 z z < z z 0 0 z S1 1 z z LU -1 Cq CN C) N > r-- LAST PLOT DATE May. 2, 22 z 4-6 0 STRUCUTRAL . -J DETAILS B (LEFT) 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 (])#5U (])#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C (I)#5L ( I) #5U DETAIL'D' DETAIL'B' &'C' 2'- 10" F-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 X-C 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 51� 1 011 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 6-4" PRECAST (2) D4-5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No- 4 581 1062 1062 1048 1048 8'4' 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 too] too] 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. 4 398 727 727 582 718 101-01, PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 -11'4" 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 -12'4' 111-71 PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 -12'-6" 13'-4" 17-9' PRECAST (2) No. 3 (2) No. 5 287 1 525 525 337 525 4'-U' 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 -1 14'-9' 13'-4" PRESTRESSED (2) No� 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15'4' 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'4' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 1'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-U' 20'-8" PRESTRESSED 1 (2) No. 3 1 (2) 7116 strand + 203 203 155 215 (2) No- 5 N.R- (2) 7116 strand + 24'Z' 22'-8" PRESTRESSED 1 (2) No. 3 1 (2) No. 5 N.R- 164 164 124 I 179 I N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P PLAIN LINTEL/ S :SOLID LINTEL QUANTITY OF #5 BAR AT r L--ER LINTEL 11111 [8xl 6-P-1 L/I U] I L NOMINAL WIDTHJ NOMINAL HEIGHT A,,,,y or �B BAR AT R 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 UPL:FT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0) #5L (1) #5U (I)#5L (])#5U (I)#5L (2)#5U DETAIL'H' DETAIL'Y (I)#5L (])#5U DETAIL'H'& Y DETAILK 2'- 1 (Y Y-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6' 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9363 10000 41-61 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5'- 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No� 4 4350 4350 4225 4314 7-6" 640 PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 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" 101-01, PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-0" 101-91 PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 12'-G' PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-9' PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 (2) 7/16 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 1419 1419 850 1347 (2) No. 4 (2) 7116 strand + 154" 14'-9' PRESTRESSED (2) No. 3 1291 1291 775 1270 (2) No. 4 (2) 7116 strand + 17'-4" 16-9' PRESTRESSED (2) No. 3 993 993 600 1084 (2) No. 4 (2) 7116 strand + 19'-4" 181-91 PRESTRESSED (2) No.3 1035 1035 478 936 (2) No. 5 (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 961 961 446 872 (2) No. 5 (2) 7116 strand + 2 1'-4" 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 (2) No. 5 (2) 7116 strand + 22'-(Y' 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 (2) No. 5 1 (2) 7116 strand + 24'-9' 27-8" PRESTRESSED 1 (2) No. 3 1 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL IT, DETAIL "K" TYPE DESIGNATION P PLAI L114TEL '� QUANTITY OF #5 BAR AT S:SOU[r�)LINTEL' r LOWER LINTEL CAVITY [8x16-P-1L/1Uj NOMINAL WIDT Hj L 111A N11Y OF I I BAR A T NOMINAI HEIGHT UPPER LINTEL CA V" I CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 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'-9' 2'-4** 2-a' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-&* 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 2'- 10" 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-W' 3'-G' 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-&' 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-9' 4'-4" 4-U' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5-4- 5*-G' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-ff' 64" 6-C' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-91 1 8 1 8'-0" PRECAST (2) D4 -S WIRE (2) No. 4 1000 1 1000 1 686 903 TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL 1--ER LINTEL CA11Y [8x16-P-IL/1U] NOMINAL WIDTHJ ] L IPAIRITIY .1 #1 BAR AT NOMINAL HEIGHT Up LINTEL CAVITY I 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 (])#5U (01#5L (1)#5U (])#5L (])#5U (1) #5L (2) #5U [1)#51 (])#5U DETAIL'E' DETAIL'F' DETAIL'E' & F DETAIL'G' 2'- 19' F-6" PRECAST 2 D . R (2) No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 1 1 OGOO 10000 10000 4'-a' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4141 31�4" PRECAST (2) D4.5 WIRE (2) No- 3 4683 5137 5717 5717 54" 4�-O" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5- 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6-6- 54" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE f2) No. 4 1992 1992 2112 2112 7'4' 64" PRECAST (2) D4.5 WIRE [2) No. 4 1921 1921 2035 2035 8'-Q" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'4" 71-01, PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11 V, 101-91 PRECAST (2) No. 3 [2) No. 5 1074 1074 854 1121 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6' 11'-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-,V' 12'-0" PRECAST (2) No. 3 (2) No. 5 859 859 591 896 14'-0" 17-13" PRECAST (2) No. 3 (2) No� 5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 Strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 [2) 7116 Strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 2 1'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED 1 (2) No. 3 1 (2) 7/16 strand + 488 488 260 493 1 12) No. 5 1 (2) 7116 strand + - 24'-011 22'-6' PRESTRESSED 1 .3 1 (2) No, 5 399 399 217 1 412 1 TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTI11 OF #5 BAR %I 5-SOLD NTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINAL WIDTHJ L QUANTITY OF #5 BAR Al NOMINAL HEIGHT I)PPER LINTEL CAVITY I DETAIL "E" DETAIL 'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (I)#5L [1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL 'L' DETAIL'M' (1) #5L (1) #5U DETAIL'N' DETAILV&'M' 2'- 19' I'-ff PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6' 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3-7 PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-8" 3141 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` 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-7 PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 71�81* 64' PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 64" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683_ 74" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 1 F-41" TO- -0.1 T PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-U' 101-81, PRECAST (2) No. 3 (2) No� 5 1895 1895 1401 1895_ 121�61 I I I-z' 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'-U' 12'-&' PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-,V' PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 (2) 7116 strand + 15-4" 14'-U' PRESTRESSED (2) No.3 1774 1774 996 1494 (2) No. 4 17'-4" 16-01' PRESTRESSED (2) No.3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 (21 7116 strand + 19'-4" 181-91 PRESTRESSED (2) No.3 1084 1084 615 1095 (2) No. 5 20'-0" 181-91 PRESTRESSED (2) No.3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 2 V-4" 20'-U' PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 [2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 (2) No. 5 1 (2) 7116 strand + 24'-0" 22'-6' PRESTRESSED 1 (2) No.3 1 1 (2) No. 5 740 1 740 1 393 1 772 1 1 .ZX. PT P. i f 14 DETAIL IT" DETAIL I'M" DETAIL "N" TYPE DESIGNATION P PLAIN FINTEU -1 QUANTITY OF #5 BAR AT 5 - SOLID LINTEL f LOWER LINTEL CAVF1Y [8x16-P-1L/1IJ] NOMINAL WIDTH j j L QEINTI1Y �1 �1 11111 FJOMINA( 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) U (0) L #5 11) U (1) L SOLID #5 (2) U (1) L DETAIL'DH- -DETAIL'DJ' DETAIL'DH'&'DJ' DFTAIL'DK' 3'-8" 74" 2'-a' PRECAST (2) D4.5 WIRE (2) No. 3 5713 1 OODO 10000 10000 4'-0" 7-8' 74" PRECAST (2) D4.5 WIRE (2) No. 3 4511 1 DODO 9686 1 OODO 4'-Z' 2'- 1 (T 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 1 ODDO 8687 9503 4--l' 3'-0' 2*-&' PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 1 7835 8173 4'-8" 34" 3'-a' 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*-&' 54' S-G' PRECAST (2) D4.5 WIRE (2) No. 4 1 2976 1 2976 2676 2737 7-6* 64" 6-a' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" -177 8'4" 9 PRECAST (2) D4.5 WIRE (2) No. 4 1563 15:7 1113 1455 E:d DETAIL "DH" III DETAIL "DK" TYPE DESIGNATION P-PLAiNLINTEL/ -� fQUANTPYOF#5BAR T 5 - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1L/1IJj NOMINAL W1DTHJ L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CA�FY I GENERAL NOTES: 1.�CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT - (PLACED IN FIELD) 2" LA r, TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN STIRRUPS AT 4'-0" cc OR WELDED) TOM BARS SCHEDULE NOTES: 1. M:NIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL 2" 7 2" co 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 't. /- L)t�11011tK MAT tVALUA I t L-UNk-IZN I KA I IZLJ LIJAij� rKILjIvI I rit �Ar-t LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (])#5U (I)#5L (1�#51LI (0) 1f5L (1) #5U (1) #5L (2) #5U (I)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O'&'P' DETAIL'Q' 2'- 19' V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 '7 -77W 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 1 GOOO 10000 10000 414t 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4,5 WIRE (2) No. 3 10000 10000 10000 10000 54" 4'-O't PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5'- 19' 4'-ff PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6`4' 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'-9' PRECAST (2) 1)4�5 WIRE (2) No. 4 4961 4979 3869 5178 V-11" 81-01, 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' 101-01, PRECAST (2) No. 3_ (2) No. 5 2699 2699 1959 2699 17-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 F-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 17-10" PRECAST (2) No. 3 (2) No. 5 2034 1 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) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 1254 1254 702 1271 (2) No. 5 2 F-4" 20'-0" PRESTRESSED (2) No. 3 f2) 7/16 strand + 1092 1092 614 1167 [2) No. 5 27-0" 20'-8" PRESTRESSED (2) No- 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + ELI 24'-D" L- 22'-8" PRESTRESSED (2) No. 3 [2) No. 5 898 898 481 I 947 - 41 I.A; DETAIL "0" DETAIL "P" DETAIL "10" TYPE DESIGNATION P PLAIN L:NTEL/ QUANTIFY CF 45 BAR AT S:SOLID L NTEL LOWER LINIEI 1:1111 [8x16-P-1L/1Uj 11.11111AI IIIIIIIIJ L QUANTITY OF �1 III NOMINAL HEOG " j UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTA L LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 0 1 , 111 U (0) L IT 0 L (d SOLID #5 (1) U (1) L SOLID #5 (T�)UJOII-L #5 t SOLID #5 (2) U (1) L TL ;.ETAIL'DL' DETAlL'DM' DETAIL'DL &'DM' DETAIL'DN' 3'-&* 74" 2'-a' PRECAST (2) D4-5 WIRE (2) No. 3 7665 10000 10000 1 ODOO 4-9' 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1 ODOO 8442 1 DODO 4'-21' 2'- 1 G' 2 -6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 1 ODOO 4-4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4-8" 3'-4" 3'HO" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 S-8" 4'-4" 4-10" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 -8" 54" 5-13" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" EF-C 8'-0" PRECAST (2) D4.5 WIRE f2) No. 4 2158 2158 936 2036 :H) .UNIT'2382'- 1ST FLOOR PLAN- 1/819 = 1 0-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 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'j DETAIL'DB' DETAIL'DC' DETAIL'DB' & 'DC' DETAIL'DD' 3'-8" 2'-4" Z-O" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-g' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 19' 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" A 2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'4' 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 542 1 669 669 462 537 91-8" 8'-,V' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 j 489 261 DETAIL 'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 ITT U III L SOLID #5 (2) U 11) L DETAIL'DO' DETAIL 'DP' DETAIL 'DO'& 'DP' DETAIL'DQ' 31-91 2'-4" 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-a' 7-8" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-Z' 2'- 10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 1 OODO 44" 3'HY' 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 1 8604 10000 4-8" 3'-4" 3'-a' PRECAST (2) D4.5 WIRE (2) No. 3 5044 1 ODOO 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3D77 10000 4325 10000 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-9' 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 V-9, 8'-4" 8'-a' PRECAST (2) D4.5 WIRE (2) No. 4 1-152 7t 116 1183 OF M z Wi -w.t TYPE DESIGNATION oils 06 maw [8xI6-P-1L/IU1 �jj L .6 IF DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL TYPE DESIGNATION [8x16-P-IL/IU1 ljt�j L *Wow iiillliIiiiir, TYPE DESIGNATION P PLA�N F�NTEL/ QUANTITY OF 05 BAR AT S�SOLD NTEL LOWER LINTEL CAVT`1 [8x16-P-1L/1U] NOMINALWIDTHJ j LOUANTFYOF#55AR NOMINAL HEIGHT UPPER LIP41EL CAVfll OCT 18 A, Virtual Review Assist, Inc plAns ptlifW (:aMpleted an appro -4 for calnPlit`Act witb, thc 2020 FBC 7th L bv Debra AnnL, 04h, PX230IC, SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8`x8" PLAIN 8"x8" 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 5-47 Precast 663 1940 5- 10" Precast 583 1624 6'-6' Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precas! 392 1100 81-01, Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11 �41 Precast 132 651 12'-,U' 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'-U' Prestressed N.R. 16 2 V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. Too N.R- = Not Recommended 04 04 C) C14 LO L0 .0 L0 < 4 z W o W LIT) tr-) E 0 F, 0 -0 c*? U cl) 4- ow cN a, E z (1) Z) 0 2 80 75 E 0 0 < 0 ", -P , ztt Uj a:;� -- C E c"o 9) 70 COO) 0 @ W LLI cIf (D W 0 LLi W W P W Cf) F < -j W200 wo� -j W��ezlr z ly- -j < 0 < < 0 0 0 < -X u) 3! W U) - 0 W < C.) < F- F- D Q 0U)W90-0x00Mzz 0z) -i oz�ooi.- 0 Z LL LL - __j 0 c) C3 00 C0 0 z C/)W(L 75-WWV5CrW<, W �- z LL _3 0 5- z y 0 z 0 Zj�<Ow Z3 WZ23200 0 W 0 LL <0W Oft 0 Z) oyzg< < < LL 0 LL C) C) z 04 W 0 (-/) Z) r-- > a C) z -(0 CO C) C,e) r,- < IUD 101- -i U) 2 LL u) z < W < U? X a- (y) 0- 2 - 00 < Z 0 z W W j C) C) C.0 022 CN CN C:) C) C:) co (0 W C> C:) C> CD C�l C> CD C:) C�l 0 6 N 015 Ck Lh ob C� A 11 N 6 M CD CD C) 0 co U-) I.- > CD CD q 'IT C) q C) LO N CO LO W r.- 1 0- CC) w K Z z 2 4-0 C) W 0 W W U, r 5; C) 111II-0 cy) 0 ( jo - 0 0 � < 0 6- -0 LO -0 L0 OWW2 0- T- < W F- Z F- W �- af ::) < W < MOZ �- T- z 0 W Z 00 >- < W 0 2zw (y) Z Z LL W 0 < F- :5 2 z < 0 a- >- W LJ) z z z: < z F- 0 z 0 0 1z z S12 z W -j C14 C14 W 0 C14 LAST PLOT DATE > May. 2, 22 z 0 STRUCTURAL . -j L DETAILS B (LEF Mokwing Rraclfe,,5 I � C��IiLlell�' I I +1 ' �4-1.A2-`i.�, 0 0 \Ar,�h-(� / S-AI-Lxki-ic Nu!5 Back Lross �Upport 1,AAv hI, r t i, t,, _`1 Right Bracket "Ouit q) 001A T.; ri" 4 .,,1 fr)nt .-'rr)nt Crm% Support -,Mcl y Lit! i- It W W'; Left Bracket( 0 Uauqe: 3 �.xn xl, 1`01 I\Ltlil PIL 1-�`i 'i" Ji, , , -, ;, � 11,P4.1i" I "Kin"I'd '" thi-9 -1--n I-T11" -Lin.-A .1si,61 sub '11 W 17 Itt idil. -.46 � 14�11i' of ,-1 1. VWl,,d. F* P�P� , il -Too "J Ia 4�1 I �VQ� r IA214" " ___ Fr,11,11 ft", 1, allsil- Fu� 379 K V 3-C..,F,r,: Rovfi,� _M1_ in I""` �F 3 eslsb F',ama 31'111 P, 4,1" *14�1 londo Department of Bustre-az & Pctess onal Pegulatcri Building C�Jes a v� Staridards Product Approval Application Detail M 11,91Y or C�111` NA M. trur"Of. Lkwo "U.) th V49"i h&M-liA 1119 ftc, o0 A&L,?wtj MAW, 011-1 C-holl, F 1 F it17 141 01A RE�7?77a KI A -W lqkl�i C-Ag _y'el f� R,c0iiM Dio,AW,� Lit 1�1 0.o., R-11iol P, Ins ILA .14 1 A— F_ 4 -2 F crida Depa rtrre It of Sjsnei�s & Nofewoial ReguLation Build, ,Q CoL*s arid Slarciatus Product Approval Application Detail tilin 01A. QiIi. N�*� Q9A V,:diik,� SU, FlIC A- -, 44 ZR4,n I— sh vy R P-I -1. F__ � L a, 4�_() �c U,12 1� C :Z 11 W1xYAL1iW*_" iw Florida Department of Business 9 Professional ReGLIlation Buliding Codes and Standards Product Approval Application Detail F� 2 A Lil� iiew nate Perodino AM Vets or Na-ftm-, E'01 V.I-4.10 Ubm 1= FK Appn*�I App�d T� - T f-i L ' c, Sz-' 4�! E LYF S,47�. P R. E C4f22121,21 CategorV ?46� t�', 76: e "r 41"" 1) -E 6'5� UbGategoly 'n-t;p-i; L.* C�i A C..Pl lionnec ' 1 F;,-,�rt I- . R�0,tii,�d A,�1,1�1 or a ��,�d �Wd, FIq-, QualiriAmwilirco AcCIVy" W uSit Aporgiisig or Us Impact Multi [)a* i, FVRY Qn-W HVHl R-iinalf Ntirrinal M432 e &4uot.irripacoLq=t, Cpaq 1 �2fj,21 % Y- Fl.tl Edg. F It-914. 3.91. Lk X-19 ... h-: T�,, F Cli :i 1�, 'Jr N n-nA "39,8 &4uo�1r1Vjct9qWL Opal- 1�rj 1�'U2J D.i;, �t� Eziv V�t-gl Sig;, DI�r, `Qo�Du�. rw X0, Ox ci 9/vO i�Iv Edg. P twgl� r --,J, ln-nVCtg YX, OXX, N.A "1t41rrp.Ct$6qW,,', opaq.. 1:L11_ 42 rte Edga P�Wql� SNIA rk x T1 -1- 1 NI-I.1 '60 _'19C &4 n Scrri,te edg. -bongla� -N, a r.O, n,-LiE N.111111 N ntt, F,ter 2�r r, i, Y_ T F Clot-,111 .5- S iil n,9.1f1rI3 F4. P�Dvrjl- Sq;1. ,t-, 0_nVC",t_-V X0 C." ��N_ N,,4 IJI%NS,�,� n-r..1&1,iot leh", S,001�. il-,onout-nil kX, Oxx, ic T I rL. F ��a i orn Su, N.-lal d&Z3 C 3 1- �4g"on� 'r. T no N, 1 MLftl� T� E.J� SNW D T �ilti N- .1 �4i. 1,eqI �T Tl,, 7,� F 111 d-n Z", "w"te 14 Thi,trr,U Tr, 3L,1 0""'A Gim. W".1" I P 202; wile,i Oren ��Iqhw-q X0, CX o, 0#1 St�l ,omi-f FAVWG64,,k�x1rrpJC�riict, 1-ideii nP~n EOg. FIWQI- C��. �U, T 1 -6 .1 (V.N-Qa R... In, i�n. F,"I_ S-2. -,I lidolq-151 (I CX0 Nq, ii,) 3p.4- it, Mmc, I? (I 91� MokAd 0��, _�-ektp-_ '_N'l Florida Dopartmerd e Sjsmess & Profess4onal RN,. a3or, Buldirg Cauez and STardnirds Pyoduct Approval Application Detail Iblit 29S "A Pmoll -k K-4 NijI -,E- f.% L-! AgRE211t.19LSik Am"Ivird or V" Imp- r-sior 0, HVHZ Doi Rii",l py,mr. N � March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Flohda Administratke Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subicategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star fNON-IMPACT) FL20461.1 +67.0/-67.0 psf 12/31 1,'2022 Therm aTru Fiber -Classic and Smooth -Star OMPACT) FL20468 +67.0.,1-67.0 psf 12!31/2022 Themi aTru Fiber -Classic and Smooth, -Star (IMPACT) FI 20470 + 80, 0.,- 8 0. 0 ps f 12i131/2022 6, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,01-40,0 psf 12131 �'2024 PGT Series 5570 N:OA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000!8100,,"8200 #1105 (8X7) F L8248.3 +31.0/-35.0 psf 1213112023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.01-33.5 psif 12/31/2023 Wayne -Dalton Series 8000,,'81001,18200:dl 124 (16X7) F L8248.1 1 +34.4/-38.3 psf 12,131/2023 D. METAL LOLNIERED DRS Curries Division of AADG, Inc 607.707,727.747.and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see inst sht) 12,131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series -185 FL17499 2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 F 1 239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 F L1 535 1.1 +55.0,1-55.0 psf Z� 16/2024 C, FIXE D Ml Windows and Doors Sedes 185 F Ll 5349.1 +60.0l,-60.0 psf 41131'2023 PGT eries 5520 FL243,5 N!A 4/30, �2025 D. MULLION MI Windows and Doors 11�3edes 5764 F Ll 5353.2 N1,'A 12,1311/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E . OTHE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,11 - FL1,33192.2 A. SIDING N/A 122/31 l,'2023 B. SO F FITS A Is ide Solid and Ventea Vinyl Soffit FI-152722.1 - FL15272.2 +75.0,,-75.0 psf 12/31 /2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2,1-54.2 psf 7/301�2023 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional F Ll 0124.1 N.� A 12/1&'2022 B , UNDERLAYMENTS Tamko (for Shingle Roof) -151b Felt Underlayment FL12328 NiA 6/29/2023 Plyglass USA. Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N.,A 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL169-18.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products. Inc Vent RV10 F L211580,3 N11"A 12/31 /2024 Lomanco. Inc DA-4 Exahust Vent F L1 7202.1 +97.5,1-97-5 psf 12/10/2025 E I ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 FL7849.16 - FI_7849�20 NIA 12/31 /20251 F. METAL ROOF Drexel Metals, Inc, DMC 10ONS, DMC 15OSS, DMC 175S. DMC 200S. DMC 5V F Ll 7679.1 +0-.,.,,-180 12,131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31 /2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 4"A 12,131/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N;A 121,31 /2024 MiTek Industries. Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12- 131 / 20 2 2 C . ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL. LSL FL6527.1 - FL6527.5 N'/A 3,131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete L;rtels F Ll 58.1 N,,,A 512V2022 Commercial Concrete Products, Inc, High Strength Concrete Lirte!s FL1774 NIA 5,125it"2024 The products listed below did not demonstrate product approval at plan re�Aew- 1 understancl that at the time of inspection of these products. the following infbrrnation must be available to the inspector on the jobsite, 1) copy of the product approval. 2) APPLICANT SIGNATURE DATE r1cmda Depa-rienl of Business& Profess ci,ial RegUlat on Buildt-g Codes a-c Siandards Product Approval Applidabon Detail F 7.1i-R3 C-120 Erittv of 20 2= date �Wd�_ Q= Uis versio %alifacti-er �onliK yalc-iftz Validated WitatMc l`K Apwiival A"ov-d SUIL tio A A� TI.-T, "'J, F ._.cIhr� J1, P E Qy�,� J 0.9 F F :1i Arpd 11 171 7GT I C*Mpilarco illw�: a U820470 R3 210411CM N tnr %... oduct 0_1125- Qu4ift AsSurarc, =M=LX1_V= AwroWdlerthe carnir-tE.Dwav- DD±L !r Hvi�z Outside HVI-1Z MUQ R661. 2UM Pitsury d - r VA n T,n,- 1_ U#39 6 P�4q xt Y� Y.�, rLA % ti,, C, D.� and Sn-5t�! 1 Y� Y1 N/A �4s'_19 0 f. YIS f- L:.r r T,, N.11-1 I M#2rP 0 3,4," Y Y_ 14iA Cr.�61, I Ve D-bk, �;Kx,,,Ath Or q Tle .. T ,I I, r-, C1,i 1 -141", -NC ? 111�ot G112" i 2111 1202.� V_ Y_ NiA C, " W.", Eog, �Ingie 0-,r 6 F-riri. l, Fit- "I- -d Srmm-_�i- I IM04r, & &Q-1 "!d 1 Y_ NiA -.t. Logo 1nae Lit— -tt, 7 1- N,m ., i W3:� 8 Fq� 1�2v, r= Y_ -_10 Eige C�rie "." �-. ,� 51*41ft 0X:,-0 zz;; N I M#m 0 i i lzoz: Y�R a 11. -c"O.We FJ9. F tt*.gl �3x�94. C,,., Eig,, F terj _9* D�, -tr HL" C;4-, d 'al U.Aal,� 0 1:)31 4= I- 'VA L,,owte Eoge F9i Do,,tne D �th r K, Or C=O i Ttio"11 71 L Fit- N.1,,,1111 6ZO19 8 %4-t 1P1t&1iI1t DrWl Y� NrA G�P"q rf Lsg, 4 te,g, -gii. LX , tt, &J;.!:ik. ti�vaqucl. S;Jel'T.iii) ;L'i �r,�Cultio,ri;. XC, DY, , r OX0 V wfaogn,,:i I T,, F, ber C -o 1 bysip KQ it Qia.- 2"1 Y� NIA ud�n _egu� ckbe [W, XC 84.39,: '�4 Y_ irok Ie E g� bo 'at" M.29 Y., Y Edg, Tr, �.t- ,d -tt� 31ar J`, 50 39 5 �Iqlx NO, Y_ r, -It, Edgr f itelvall Z;rpe UN,1, -Iii ��W-HE f14 T. 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D., --paw'. uof� d Ift W n, F1.01MIA1 ifr,�4, 115L.- ft-_,2 Hart& Depertmert of Busress & Pofessn:tnal RequW-On Building Codes and Standards Pioduct Approval Applicadion Detail 9ftligi C.It�. E-im, & I.joi VA-.d lai, A" R101111 11-11 e"'n 6' (All _C, 0 > (D C- 40 ia) 0 0 6 W CU " CL Cn a) -t-- CU -cu U) 0 -2 = C__ CU 0 .0 U_ %4- C) ICU > U) a) E L_ 0 CL 1-- C/) CU -0 Co _40 U) C:L Z Z W =I CT 1 8 ? Virtual Review As,, isi, inc. P s Review completed and appr for c3 pliance with the 20', 0 Fk* I h nebra Anne KIM r PX2300 Y QM ;412 r4t RtU4 pallf YAQ" Eaugw fac Iiou4 A,,,-d Ran I 11%1�111xr 1Q lt�?.t�, -Z,�C�I� wwre Aiiiiin; Am rNw-ylld I- UI AM-W 111110K Dwilig 1109 Auhwoi P-w. 4: �ALLJIIIA 11 CI�D iL,� 4,A "__4, E u� AL'i 01Ar V i,;C if ICz -01-j hl 5GE RE"IF DW E� 0��C 14. 1- 42 0 Ai A1,11A., N1!YjDRF NF 1 '.bD 01, 1Y.-1,21.Q4 NL, "�A 5 E RIE�, 4,4v AL AWKIV 1Y.JD RE�W Ok -ED �.&Y� 11" 14�60.ot ��3 Fliorcia Depahre-1 of Sizinesti & Professk-31 Rogcatioin F." nf� Bu d Ig Cooes ard Stardaids Product Approval Application Detail sot, on 292 Oant W ErIMMM 9 L c V.1,1111y. & -Mirlited W Am"Vil fiv�,,ird alwa. E 7�V_ I I F �T��24 `ITVIT� X Q�At� 'k,-- Agal,9129AL.V21 A-iia tg u- W,,t D_ QMAO 10011alimpat k1hIlliz Knoliall P144U .&A, 4LS34 M�, ,�Wl �Su, Ig 111,11, 2 Y" 1, no J_ zic t�p sl.11�x 16WJ Ma( ��Cm 14-SW 3 Via( 1 1 12r. No -,14 A� 1) 0.1. , lo, � ri -d'e. Florkla Departmert of Susiress S lliVenicnal Regutaton P_ I V I BLilkhng Coibs a rid Stiodards Product Approval Application Detail litillLym W# 2411 cat !ii�� PM C.,,1 Enoi 0 kim-od th Yaba" subcv,ftj 4`ilicl A-,m A,,o-d Sid - I or, RiiW� 1;1 1 w�l 1�0 .- I i � 0 11 111: 1 1 � W 71, 11 Roiida Nriadmert of Buskiet;s & Profess onal Requiation Baldrig Cocies " 6toidards Product ApproM Application Detail N. ty aAXt1lsd �5� .-.,a Iiio, d a= Y� 0n!", , d (I., �ell�l fq "'. kt�!,� I, K, Lt 1E -�2t '6 - i I C"" A- A-d 1, u',, A,d 1� U- k0 0� Fla 9 i1xv. ft-ft" o, ftw In hvliz 0"* 1, Itir"lael g Y-S PI, CD (D U) CU > 0 > 0 < - 0 Cl) M =:3 < -0 CL 0 LU C: < _J SHEET NO. PA 1.0 P A Flaria'a Department of Business & Professional Regdation V"'in 6 net 9 Florda �_Iporftrerrl of Bos,riless Hu'"o Depert'l,"I "t 81 & Rndsrs�ernjl Regulation Florida Dope rtmert of Susatess & Professionat Regulation P'2' I'l 7 CU > Bujiloling Cudeb end Standdidr, BuildingColses ard Standards 13Jkling Codi Is ric Sta-dard, BJkling Cocles and Standards C- Product Approval Application Detail Product Approval Application Detail Piroduct Approval AplAication Derail Product Approval Application Detail 0- — - 0 FLX20461-RI Q_ 0 Emny Data Daft Penoina :21 ca -0 2W 9 Aa, 2KA 1U 2ax VIA! "t pli� WirlXii cral, fallin-st Q9± Dius Qx. pinill, iii .:xu lshwra,,� I A .... YCKQJI lu'luiNwig WIN Ya Willu III YI) 49H A"il Apxi:"mj 'A 'ri A -an. VWX1,11 SIX,, 11,41 1 8� kwwir A4 5.9- V__ & Yaluilt.10, vldidlied S'All"clioll i1QAQui Aosri,r,ocl MiLrilill PC�D A'.. n qc_� %I, 1%iii lo 613, nq,, I 1A k", Pit 1 1 4- U) Uatego,ir Eww Doos i9(�� 34- 7t23 PE AU1119 7l' 11,5- IL I -, i", �'� 111 '3,1 t Ni I, L 7fi:': C.-riore: AM-1-i 7i 385 3� minl�_larl Al —le, n 11 T) A41l _CU Sulor-talli E,Cn.r C A-L(- �'i I "'_.4 1, , 1 1 U) Cow, p! Neorod -All (D Conninlin—Unifli- 1 -.11 C 0 r_Q04G I A7 -10JUC115 A —,,,d U- A-,,.W U'. W."i L 14u4_:' Ali AII jl-�riill A�jp t4.10 Vitt allilit QIAM 0 a,air,, Asi - ce AW(retedfouse Afeedforjuff Impact 12211,131d: �-1_* a, Hund, ir, R±TV A, '4" !:,5r -A 0A. n X.,loa 1 112 kr- F INV 0 LL. 4 11�- !F, CIO ca 7nAI-e 7, ,j "T, E:.Ql t.1;'D Yl 0 CU > -It- 0 U) ii'tW"2!Cr4trvWrb0 X cf41)'t' ii-flini 56#39 0 &P� Null 1TW4&qL.t S9.411t —0 E 0 LdI �inpi. N. 'th (D X0, �!X . C,X0 U) _f, rurn.] CC T le I "lit T I tv, 0 19 "I� 0 1 S rnolrtIr t]bri aKioCorNo, rnrisjLCt QVIJ�t 12"Ir— CU3 CL F V.- C�-ii Fdae I —A _r�'e Floa,.'les lI_V0L!j XX� Q�,Xr) _V,,sitt Edk�'ii FIC�191 J Lild, 6 ? T he-Tri, Fib. C, —J �_Is- �Cl, upv4" Flonda Department or Business 9 Professional Reg,,Iatior Florida Depa rtrierz of Busiress & �rofesoonai Foe gulation r'. I I Florida Departintent of Basiniass & Professional Rei 6tiol" C-q�w Flbergt- SI.;6e �hx, 6uiding (I and Hilding Cod" a �rci ��ta,)dard, Ii rig Codes and Stardiar&s rii, 5%, :�w i:" Leo -;lDsAe Edge F,trtr.illal 5 ri. 0 kjo, loth Product Approval Application Detail Product Approval Application Detail Product Approval AplificaWn Detail AC 2x , Cx�) Fri F, U E"g. �'baea_ C-A. 1 QK. Lai. li �Ah 2U 2" Re r"lli'll Q,iarl, & jo,go*, 1'4lJl0[,Dj a, sattill rap A 4 4l C, f En4litv riw:Ir�t- D, vililteM 54" 1 nO AA-o- 7,M riripmw 111arilrywia ciilrl Enalinter 4 Lic-A, VNItI111110111h, V*4*4 st&rgttd FQC Am Aparoved T he, --Tn, titter �.iaetie vind Nc—nal 684"WR, &q-t IIJ�n rrrpw,.-I 3.z-d Y_ PG7 __ ris PA- C ;ri o' C- o,, I-, I - I �Fz"�� I � 1 f, l I 111;� I 111 � 11 1, A I, I lh` 1... 0.' 1 "11 �il.j5 4"'_J AP-0- 2f N 15 7 l rr, -.t, jorl, R%Jn M-4 Cade Fli, 0 Fie Rell" 0.0,- KC1. - �L I I IJI , I " h5i 20 T In 11 r."IZ, Al"_j CP-III p6i $logo _w' '' �'.' 'I t ' � — ,r. ("r. " �' I � � J11:I s'kC.'.Wr" I 1-0Q, 6&43,1.8 au-,orN,in cxt&,ua wec Ell F,teroliaii, 51,ri j _�-r, C-V, L AG C X , C X3 f.#Z4 .-Jim h hgiai GlCao, A-— lmil� '�W.d Cac-pmlir Edpe Fitergnill, Duoi A- o, I'— — a -A lil�,Jri' Wift. K.- p, lllud r"" V, on, ZA-d 0.1 0 I'vrz litall 01".pVt 0ifill'iti Contact arwirall- Qffii 11hyU loutoot MW f1*11i risnii "WeI sicltil_ A < -or PV, 1121L T� 11 d, M, A_ '7 i -h- Till, 1 C'-" l"', osr fyWari 14, l ".1 781 C 44-1.114, —8 C—, t Nin - Ii it--iiini Con,posilic Edge Fborgaiii S,N* Door �. oand,litinat-) 13 r, 11-rermit-Trt, `,oaT-LIa&&r, and Smi.1 N—neil I.10 Y" C-,K-.W Fdg. Fibglai 5,N!6 71�r lrM ,ld.1nal(tir l.—rQr-4—rl XO OX a, GX3 su'figiI 14 r. T"Tm Pibw-CbilUilt AII SkYloom, zit� rJer'-1 A&V39,0 &"t'N'n. I n,par-t-- core -2. 2 D�o N 1, z Crolip—te Edir. 1"iblirglas, SIN* Door rr T t,—T,, I— C'I-- and StI W—nial "*19C. &quot Win I,TP3Q,,t ��W�j 1213 12022 r, A ,. —atlirw� E d o" "bliol,". Inns. 7 � uldeblI XC :)x , OX0 "Ici Departmers of Business P,of-epsonal Regulation Florda Depill"trit0rd of BUIpiness Professional Rog,z5or Florida Department of Business Professional Regosatior III p Tle—lin, F,eer-Cli all S .. iriit- wrrver.t ... i Nentirlat 68003S�() dq=,lion-I mpAa&quqC arivi 12,11 li.= _'rvAAa, g� rl-v— r.LL. — �' KID ils I'VI NIA Building Codes ario Stri-idarditi RuAirrigiCiorlos and STartrarri Ekii1chrigCodes and Start "Ahout linwMV�0,,tsvi xx ' OXK,--) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Q Tlili Tr, F," Gia*l;ir, lad 5,irioctin 31., 8 8io-tiN.n f FLOM01244211 Cornpotia. Edge I'llaiagiam. S-.S* Door -1h rqvu_' 19. Tire— ". I'LirCialiver 'A �tjri W_I Oo-j 1 I'M 11111111 11E QWU Q". Call, rm-r. pill 2M 291 aRs 2AM21b= gas CorriPlarlit EIrgt Ft - �,Nf, D try �,Tir_j:j�l 'IliC, Lv`_ XO _rftq_b, L A Ltcl vik"ivil th V k4r:-li- r" vaw�m W Wi I K A— A,;linl atilv� , rir, 1-.' T111 9AAAWL ri EAQAM(920 Agy PAU s Twjr T,ij Pbe,-Clii and S,<c�ior N_i foilli'v 8 &qW No. Inip.,t8q�- C"ari 12e3V2i= 41A Fir I 'r, Z.. I IL Vil Cpissrta 6,%a P,berj6. itelpi. I ;th 1_'jn'j �lri,'tsnirok' 8,dialiliti 0n.-njV0,A,,fN KIJ. UK( n, r)X0 ".1I E"Co", E., ::."r i,~ 'no &II 1',oda Rtrrr,D ..1 c, . -11 FJ..IA Ri:*,rt-JAd1ftr,1 T , Li.d ;10 Nomirell UO3RO N, -0A raA.1 (Ion- Corripcivir, E-dit F'tre'lllaw Srrgle lon X-_ �-Xc' F.A1,11 92-no l, �J 41 1. jr Lan ji u-ii rarejuclm Cal A- AVo,vj',1 U A rd U,l A_".4 II In— UI Qua IN At yXimer Ancreinmill fw UN Am"" for V" Implies Dither 21 T �Iee( CIA",r j1d Sn'00o, aW ni&oi 8 14.ist N". ".-ji 'M 'W_ q, �ai 0. 141 -it I Iril-, Cx_L4F 41011 Dill lv'i_4 ol_14� Writ FILir, P,,jig - ��j r'. I "�iyt fill. h "Irl jil n_ di M,*L N,,&, or 11— NWI CTri ir. HVHZ 01"'k HVHZ lit"iWart P__ 0-cn iDosile Edge Single Dox mth AID Dy or cxC- --n. 1 "'1 a- Ito 1,o 4. Tread 71 T he— 7n, Fc-, 0,,, li N7 nor Ci � %qo No,,:nV.,3I Glaze Nn 'N�� Le-p-de Edg, F,ve,tilzim t�irrl;k- I th sAdii K. CA . O.YC '=�,"T"",ous Head a- S11! —riguriviroie; N' t1A It— Fair, C, ni Nt,,l &&AI 1RKA 14�n inre,;U&q�Cipaque I I r�' 1 No '4'A ,;o,rimstr Ellie F.oeigow Pz �M Verurd Nro-r.1 C &�lua 1211 232z --or. F!qt Pj, MKS A ktesil 'np'�R_U" 74r,lid 1 N1 t- Camro%rl Edf;e F,terglam.WT qorida Npartmert of Busittleas Proloss cnal Regulator, "10"' EA1111p3drikinn! A P-c4ess,onal Hligulation pi, 71, Florida Depalmi of business & PTCFQSSICln2i Regulation plil I d Ruilding Codes at)o. stariclards 13,lik-li Codes and Staridardo Building Codes and Standards _0 T hwur� 7r. 1 Nom,nair fi 0 4quo Nun lrrn&,�squot G,1 1 2:'l I I t_12 r4,, ,:t1sdt Eoge Foi !-�Rsl P41 MII V"tkill 51*W,Iri �i11114nWO.Mfeno XX ll A o,' �XXX Product Approval Application Detail PrtAuct Apf,val Appiwation Detail Product Approval Application Detail No' lic - OCT 18 20 F toulc,- FW21100041.2 X�; '�XVICX'D cllk C-A, l pl", cc- -'ntli RM D.L. PitL' Diii. pioli P-- I s2k EWW or 2M 291 11 P.&M 20 li- WX 1sq.A c__ E-init, A j�rn 'Al"00, VjIli sribf� rtl'� A- u- Aii rwk�l Y"' 41 e ".d V-.., con. .1 Pat*,- A L valilataj a,*- WWI 'i AM- Pow - --"" A+ T.Wii U�ld, iV LL: LI., Z tiori -AM C J-. L IXI*.r f t 9— %1 Line, pt 0.1_")27 0911s.'Lli 1040- Ai,J .020 OXX'_ cla.gurr' .." 7. ,, t.,' ", 1 11 11 �l I ii-1 ) No sij,,r._Pq i'diri GLbC.I.Iii Owl ln, PC �K41 I h.,a T, f,00r OlLosi, rd S,..Lh Sk- Nominal UP390 &qvaLNon tn"Vt&qt Glali i ni, RIPW n- a "I R�A'q syft.. "'i" E.'s. .11 WIt, D X, "�XotOxc "d rreDri Z%Rli 4...'(f"n;,,P;viD'%c,__ i'( ;,A Edge Llbir)Is Cbie 'Lxr1WR2fl`_.' Virtual Revievil Assist, Inc. silf 1— 7&*--- 1 Snl- a-- P,,-1 kim, ".'4. - N." Egrirlror 04, 11 0,1W, for., F-ii, P Qlifl �Y A� re A"n',"J I's Aurl-li 'A us* at a�ls' RUI Gush Aswan" A-Qvtd 1, U" Airc,cy" a U" Plans Review complited and appro -II— 1 ��bri V dil. 311 Vg— slng� A .1 1-11! a— L. li, lia". '11 li R-ruarrit EAIMmL-_ P�" a ol— 7 p, "Wri "14%.,! It"i W_ lirill �t".Inli If COMphance with the 2020 FBC 7th Y OX 1. , 'F C'yo j 'K "�I`7. 1� IL, IZ7 A by Debra Anne l(lahr PX2300 4 "1,. j 171.- .1,11. 11 il I 'I Florida Department of Busnoss. a P,olessiona Re4ijklion, Florda :)oplartnionil of Basiri Professional Frogi,daticir Florida Departnterit of Bisiness & Professional Regulation Florida Department of Business and Professional Regulation Building Codes ard Sta ridards a q C,mes arid S�ii Wief.1l Suilding Codes and Standards Building Codes and Standards 115,2022 Product Approval Application Detail Product Approval AppliCiallion Detail Product Approval Application Detail Product Approval Application Detail Illit Y.9.' tilial-Iduti,'ef zm�q C-t,U VA1.1jid IN V'Wr' _ItOlt' jarin' L r Loli, F f 11 PC VINni"i U-nalav, r1i ...... &"I st." I I 1 71, 1 111 r", �fl I 1,�Ilb W'.. l"' C.4.1 Crianno 4 W-un, YAWfilatil.21 Fl i.; W i-ill- Llkl�i_ 1"lit" 11 2111A :229 VOMQA P1101 _10,10 Miln.f*VA&K l:'�oaail Ptowri P'Olixt, 'I.,- E'ttar conticI Enumain, & I-ii,inn" YwKlat§4 TV, ViDcl Vii � Tilt il VIE L,Dhl W KirliII IcIn, PE Da", Da". Daft Pending Date Validated Slibma" F6Q Approval A,gi stat's Aepr-oro rL#6259-R31 code Eri g DOI 2M P" 2= Uatu :�' ir 1 .1 1 I� �11�1':. � P, orpitliory sr,�. (0541 WO 7145 PE "107 j�r.pe version Manufacturer conritact Engineer Validated Validated Submitted Pending ARproved Approved S A-,- lr-1, T C SubCatg.ly 51,Plinril 1ibiD.WM*gpparrtn.rr Re, 5jx, 2C 7n_LYC-.ASS USA TJjjfYA, oeft. License 1U2&12920 10,1--r2,32C FBC 12/151 _C Compliance Method Evinwatorl Rei--07 a Rtlqrat�mj A�1, I co-vvi "Wo. Category: RoofIrg Rioldell Nerrine*1 Kneze,,V,.I Pr i'rolI SubCaWgory: VVE-59168 tqtA', 77243224 F Lai 007" 0,*duc% Jndle-iavirrili Cam p I lan ce Math od: Lot QvAurA*MKAK' Aimt, vV ...... C '11 1 " 111�z�' "YVZ know rd9z Sell 0 Prod.st villocirl 14,ribe, or Narl &IN AjiZinestrusir Wal'icil new plitial C�cmti Elion."On Arismoyedf-Use Amiciedtai 0"Mr. in HV Diinince HvW P.11"tal'i Eva Canion Report frorn, lizop "HI Sol, 1, �v"z Kid-g4w. -t 1 ."c T,.,QaWI �iriati F. ntwd Y" P414 a riond'- Register" Lit, A. 'IA 4 TPI FILl ill D� I Ai L.A' Llr,44 WA 10,1A "I orrliarn -6-1 Arli—, Cr a _XerKed Fonda Prof&,i v shn't rL i i 1 t 1,7 '11;r 1, ri- WA NjA 11 'A r"A 24 ('.0 L�Allri"I.s C'�i'evj 'Apor fl� P K ,ed 1 1— 1c, P p1 j Y. WA (D olif, il,:X," I A (D FL.#625"31 Products Qually. A"UrNI ADDMY*d for U111,11, Contract EWLitigit In III hQrj2YK12L9M IMWa outside H Roorlstant Plessuilt C_ U) ltq,* Prdi Md.1 Nuri or N Product 0—irri-, Do. pwirglassRo0o'ce'layril Rooting underlayments No Ycis WA I Poi R>rt Jricle-Uylirl �LIVHZ) Pali roof urileraymii for use'n Fac lZ23'2C23 Yes No ',1A WA > 2 PerIl Vi Lirlstift"ents Irion I�VHZ, VorViglast,sof risinnaverl"-, for N. FRIC rl HVKZ t.-114KZll Y rA .1Ltklr(322 5 0 -ciyglass I" VA NYA Florda DepaTinert of PLsiness P ofessorral Regilalwit lrk�r irla HP9LI-it", Fici D-pa,tml of 6�iness Professional Reg.ation I III Jnjeftyrl �WKZ� UrVerayments us,s, In FEC l2;2ar2C23 Yes Iri ad kA — tic Rolluirc, CDV:lc—s w, o S�andarcs 3L.�Cin C04105 ard S-arsi Eluidilif;Cooes ard Stardarlds > L_ 2 oclygla ss rest: f ur, a ir'byrtei �n on -Fiv P:4I 'cor urrcerra�rmei lot ')ss in 1 Z'2 1-I)CZ 3 No FRC oa-mv4Z jullildiclaorra les� N�A -Ni Product Approval Application Detail Product Appicival Applicaliao Detail Product Approval Application Detail OL F l". 1 is.iI A-4 Jnd.riatimi l4VINZ, Poill,ai f i�liurr f. .—in Iiiiii =1-,021 Y.. N' NIA "JA KV11Z jundictorti Re 0 < 2 Polygiawoofurlderlaymerisf. for usi, n 1 M12C.13 No FBC non,IiV4Z jurieldrotions Yes T�11A OUAI-6=5 111122 Vtirtl hilanqfa� kni (alillit" & It— V.holii Law PRIX yaw Per"al �II61_1 Wild'I'd Sut?rffll rnC Appro hpp_� FAK tLY L C-Cat . L,I— i'll'"D t2i. PY-V oA--- vy Mail "Alffitall CA, ii lu IC* AltrielooiIii &!!* rdallirfaii coni A, L—, gist Raj RO.f.,PMM p" I ;oiryjasi Roof Oriderlaynei poillsiristir for In rBc iz,23.=3 Yes 1I NIA WA _Jad �Pairrui h%_=LQXA Wallis. EW val'amad albmi.0 Isc Accrian, haannaid 31 �WHZ, me uridenreenmas usl� HVIAZ R_.." All pi ri il 1.", 1 1 10 R, 0 IE '� I I 2r. I I 11�� R_ M:yj Proai ir`� I't s4mI �'Wq .1oh, H,,, 1 -1111 2 DoWass li L.Inde"ents �rvorl+VHZ paiad.1— PotirSlass reel indeflayrrili ter use h =3r= No YetV 5 sh.r,,� SIaCahapory el -I, L-bL46'1�- !tKj _Y. � 1.1 , " , rt"' s Kal�lry I � � I i U C..gv: 3, :�' Pnsiju�' inly0jL1 RIW,t 01 � �l I PD* PE �A?4� qM�rVil F80 1dn-HVHZ jwisdKili CA mpliarl Mei t,a �4 z rt,;nlai ir,eii.al tLX1766"3Froi A,-- A-N 1, UI A-r-9d U, Imply U Sqq f Plq�rlcl 101.4.1 tLqjkbarAN Q..j 1, �drf-al clirti IV-R -b- lomit", "Ies".-i 1I"7i,,dsdjf.? "i �r In trytiz Qjr,,.j. KL1 I. 0 W�dri, - '4' Vf'r k F�q*-AI 41 111101 Arshudi Dril Ck'Arlh, A- ancer Anaranall to U, anigL rv� ,A "!A Product Omnotior C"AdExtind*1call, in 1I Outside Wa R4911int pritul Flt. r,,, ii I L A NlA Cn ICU M Floras Departrilent of Susness, professional Regulatior Pi �12 Floriza Department of "iness & FrofesSioral Reg, ati rIcnd. beoertntiont. of Distress 3 Profess onal Rcl;jlation F onda Departryient of Elusress professional Regulation IW 1,4 &IIdIng Cod" and Standards 1�17i,7i Sudu rig Cccie5 and S*w,us EVirding Codes and Standards Buildirrig codes arid Standards K%ril I Product Approval Application Detail Pro -duct Approval Application Detail Pioducl Appinval Applicaticiii De.lail Product Approval Application Detail Z= arkill, or 11makinvAlLiefelai 2as 21111 CA, Firml sulimill" Fac Olanri 222 A,4 Ali 1I VAI 0,14.111111 LARIN X 00W YOWAIIN ft 2AX ;&I pat, ltr�Dll,u VMS y4awillf ot&wlt,.A 1K �gI Ali sift"O Aide n"i Gra & I.—— VIA"" 1). Via"" c,.ir'NMr- r5c &9 Aqrri Tud V*W,, M,,d,*,w Day or 9,A�.0 litioli Lk,,, Uidit'd (hr 2#1 2U C'riht arindra 2at y4listard sknittld FOC A--W &�_ j Elba Lij Uri WaVur p� E, .144. 5ai LLC CC E,Aulol oi i1r, 2r 6L18 6625 1 Lt. F-t rinntir, lCr r u, I— r-4c, LL�'l r,rl" r r I Q ..rw 'ieE ji� I Lr, t E, 011. il, jt� 2f - I I r2 i 121CI 1 1 I_v 1 '1 pleasure, P_ _'is J.. 31r,. LU6 R ;.~ Sto,eriin M. -i FIE PE WAA 717� �1' n4!l4 (D Partl P'Irl .. I —is," 110,Cdoury. F d 1 11.6C.Ili FnA..'o- C-i-mu'r Gill, E, % Contolarrill NIGM.C: Eliiii.l.. R.W tarl, l_..1__.'_l___1_ Dorn I-Kil F,#0274til ai 53 A- j ilrat, 431 s produl 4 ul, C�� u'. inr.lC L.— 1, A-r—W Jm III Litriom rL#1W"_RiPtu4ui < 91,4hILL.�1111191, loat, Ajinevirrif 191 MR Avx�'llri V" 1, ki Itfirill QVAMI pir".i. jroo'. W-M. marralry RAW F-axt LT�vv� Gwr it "Iliz lrrnll,� enr,ari,, -v &13,_2111L N�. _j -5o. 12, 11 2-- 1, Product M,� thar, Amir Na— 91ANY AMKNN F,,kt 0—il,atran CVirvii E=trallort 0axi Yllsl"t" �02 'lil 11,A "l Ell, d t A40. 41 D(I o�"M qW.2 R—scint P�sml J1A lit NLA .,i, I e v_ 14S A, 0 1'olt "_Ztn Isl. nnr!. 1.00! 121 1 3--Z Z e�' N A SHEET NO. I 71.� March 15, 2022 PA 1.1 I U I - - I - I I I I I I I i 1 :1 1111 1 - 1-11 11 1 1 1 1 1 1 ! I - q - I. - iW111111 n�-lownwolww I I IT I , I I I I 1 -1 - - I I __ j I I F, I . - I iL_L I C_ -Cu C L) > 0 IM "MM Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products CM Simpson Strong -Tie 2020 FBC Approved Products upineiled 12,"�K'020 0_ 0 0 li arl to ll tefu� f for Ithirs 9ST (D Q- For airetl kniks In all 88T apqr�rils Isle. d beim CU�i� HERE C*-! wl.�Slr 11."o'hill �1_1_VHEFE _: cilho,-t to all apri Isteo heivo HERF = cid -0 For adfrnii linrornWi0h. nigiii FlOvaer 9 ritele.106 ProcludApporul System and rillovii Cocot, rionor, Or Anrioptal" lt,[��Ar, Fog itd,loona r1lot,-tion Flaub I ael-tit, F', 0,11cl 4kjj;;'*?VI iirlu t y t.M., ;r A�wp'�!,,L� iF..�A or .IArin.� Fri jiii 'ali 4, X For addit'"I infor'r.ritior (090,11101V A04111. i afini Pr04111 Approval Splii,, al Murs-CitiLrIt �;ounjy 1C, rthiii Notioe. of M-Ptalle :Il Cu 1C, H-1 FjM5-R7 FLIP10446-116 FL#104V�R5 It HUS HUSC.series hangers. Face-mounT hangers available In -�dths ranglm( ) IT orn I - �Ve * to 3� 06'and height; ranging tForn 4-:1 to 1 11" Conminen f1large (1) -0 0 Ila Product Mo rorNarne Product Description 4jj" Product Model. Number or Name Product Description 5Qi:j X Proquct Model, Numbero NaIny Product Description version CHLISC) avinuithtle for models hanirrig vw_,th eqt,;iltc or Troth Stainless Steel Concrete & Masonry SCsiv [P N-55) 1.14'' carrattei Fitert staiinlesi� 5teel mi5onry scfev 1 A21 A2a, A3�'_ A34 A3t, A44 Aiii;;Iein i LT, 013 OrT �i 'es �,eatr, than 3_9*irl6' = 2 0 (D 2 AP4*21 AFA4 APAR AiIVA,'l APVA4 Al"ViriP. AtC; i�iji A-9 YS`71� CIVS714 �-AA�'TT,-"P, "tittics IUS series hani Face-mourt hangers available in wilthis fanging from 1-7,,R'lo3_ 0- -0 3 A013AI '.:'E�44R AFVE3-,,q APU-513R kl"�iW AP&P---R A"E1G1,_1 AP'1.C`)R, A�',L�44, �:,tcci, Si 5 C �516 1": Z121-1, fl* S'_1_1 St3" and heights ranging front 9-114" to 16` C= C) Lj_ c FLO689-P-6 AD.'c�44P APV-.-. APVF*f5R APVFFA A� V�_IFRR, AOV1310110. AP111B1101OR A, cil"i", Slip,3 _,iIed I-CIJ125-SOS, LGIUS I-C.9-6 2"7)-, Face -mount hangers Cz 411.- 4 APDJ�Z 4 APDJTZR 4 APDJT2 6, Ai 1i APVDli 4, APVL).11ZR 4 APVUJ12 6 11 A.cce,t,, Dec, .,j v. i I --' 21 F S�I,Jiu 14 LU124, LU26, LU25. LU210 Face mount hangers 0 CIO 0 > jig"6, Proguct Model, Number or Narrie Product QIschution CIP k��p` _S= Srurd Te plare F. Lti LX'2107 race -mount hangers E 0 SD101i2DB6 Gitdoo, Accwilb t A�Hh4r;i.APHI14W AiP-To-C APii+0_'P r","'Coo! �ej. If t 1, H1 iA, A-2--A, 1-f. A'. -LZ Tli; -LQJ-2 lllt� Huv -, j,,e LUIS sene� hargers Face -mount hangers available in wdi tang,ng 11forn 1-girld' to 4- cn CD SD-Dll2 eN_212 G1110112 c7110. 12 2 Sliong Dovn SE' �crfrtor Screw A::i!_Z Alpt,`i` 4iZITZ AF7 04, AMV[ 4, A;>.1-8 APi Ar,.7f`� nn2 jr, r,j-7 - V--7 11:7 -1i':T H,;� --,rc� Ti-oc-, 518' ard heights ranging from 1" to I 0-15ilir U) CIO z t51209112S:03 :XV-1121,15 Suorrp-Dme �j[)Ccrnticioi 1,�' Scievv PIL-Z4 APLhZ4R kPLI-1-15 Ai1LH:!1jR,Ai APri _Iijtuo.� P_i;e,*,� i-Til t F Huti he MG-U3.C,- SDS, fACJ5_2,-- MGU5.o0 SC�� NIGU5.e2 SUS, MGJ-i�00-SLIS Face mount hangers C_ ICU 1.0- _4` CD 4 SD�',T-12434 SVK-,�'_�2S!2 SDC�;.?M14 SDCF22'00 SXF22a58. SDGIw22110114 Strorg-Dri%'o SDCP Trrder-i:� Screw Rvi 7 inricto, F. S _L� ),,' T 11" Hngvy -Aijd :�hoe MIU soner; hangers Face -mount hangers available in wriths ranging from 1-9116-to 5. U) < DIC � 2 2 ' 1 4, 1- C G 3 _' 4 S D C F cK, 8 S LVI; � �'7 2 1� cira�_-:: lwzi I- I ies Sta", �,traps 1!3' and neights ranging frorn 13 151`16 to ig 112' 11 S-Y, 21224.U. SXP1222512 SDU�P22tir4, SDCP22700. S-7YP22K,1 SDCP2�1912. S1ronp.E)wPS[x.'F` C. C, I 4Z �_,l jc FIL I- �1,i. H H -4 -1 tim'�'�(!, hlea�i i"'l, �r,p la MUS26 fill Fare-mouril hangers 6 I I�DCPZ�l 100� SDCP11.21 134, SLIC;P2 111400 SD-R274CC --rihiRY614 1,trurg-Dri,;r. S[�HR C-orilto-Head Screw r"', 14 Ei�� Une *;.il! I,[ ui'��'LK Z I 1L. Haiav, -",t Ht ai� Lq nit F hor T jr, �� i ic - c, n SL)R SUL SURC Si_t:� series hangers Skmved lace-nicurrit hange:s avadablew v.Wtl,s angrvj from I 9t 16" to 3 9f 11 a ht! heights arging % om 3- 111 6'tc 11'_� 314' SDS251'.- FU��_5-34, SF)f,2-521, SC)S25300 S=SI�112, SC52rA'-_ Styono Enri LF�s �;orrectc, Ecr�, li - ':5 1 C P t -I' f-:r A S' A I S f-ii. n -1, 1 Sli Ft,p� Concealed faii ersior (SURC. SULC) ava,labir, for all ooiube �iD5255X FWAN/ ii-in.-L'a-,or Wa n I V'J! strap, 2X and 4X riodem; oil:y acurte flange is concealed 8 S D S 2 511 7,Zi S D S 2 520(,F�S, SO S 2fiL 1 -1 S5, St),S25 Ki 0 F S S D S 15 312 &1; Strciv� Drvit- ET;,li ��S� "et'v At 11 , - �41, U�d, 1,� it Z' U U-jes non, ge,s Vdre-MOUIL hangefsavinoble in wi&fis ranging frorn 1-Q/16 to S'D'A+27,10. SU)VVP.`124 SFAi `?(j. STroTTq-l_)r,F,,,;P%,rJF Z!ocr--c.Il-Ioor Scr� 16 H21A H�': H14 "�'�Alll Hur,cair, I in, �ri 1 -.1 - i I I ii 1, t 4,1* 7-in, 1,trao 6" and lielghts, To ng Ing front 2-51,F'O 11 .1 W' FIC I -Z J �,),t I HH4 Harijr, FILeADD07-R8 I) KE�1/ K rii Tzar ,0 'A�l- VFiAlt VSiAIA K�F A".-: MirTA4,-� Srr..�! nt'.lis FL#10667-R6 Lz*3 _tD, L`: L�gl.) Arri�a$ ji�,�N -Jay 4t trapt Product Model. Number or Narne Product De--dription P ris. LL-- a F P-7-1 ctira_ Product Model, Number or Narne AT R _-8, AT R !!-- AT R�,le AT R3;4 Tht&30e�_ Rcds LtiK L :�51 I C, Ltgr t�KINV.4tilifArge. t; V ti leo Y� Yz, '_,J�ugr� :;t!jpt FiA senft hangers Top tonge riar-gers available in witatti ranging from I -Wii to 7 T, ATL-r,:-) A7Ur,16_2,,kTl_1r)5, ATUM^, ATUM3 Ali A7Ljrjl4 2 AlonhinUro 7a�� UP �13 I-SC7 /,z,- etuz Sr,, S:ge, C.�nnficl,, li�'-S' � Y-tZ & illrz;l,� YT�;Xii NIlc., V-1,11zic-, Meni, '.!8' and heigorto ianging from 7 1,18" to 300 UP�ho-Z eiFiiiZ Idi 3 ii�lutire-2, bli-��,'�-', B171aA, BP3.4 3, Bloli Bewrg -irlates 4 L.�OJ211JLZ Li;�SJ210,li F ie, Ack U13tiper bi-djor, z Gi",BF serifthangers Toptinngenarigers available invAdths ranging from 3-5,tWito 7- 4 C-NYvr!5!s -NJVJ!4 CK1.1.1-W "ifS CoLpie, Nui LSSR' S= S6 1�1,;TZ�Ij I, iZR41 ..31, 1,13" ard heights ranging from to 114"11c, 24" U 'i C T � DtK-. (A fjl),;�. LTU070, C T Cl IJL)57. CT LID66 C TL)0?� Cuouplini; TaKe-Up L)&.,ice �O w Pka: e Rep�a - -� ate �5;!Ta�, 3 0,_�F S*r*S hangers Topli 190,11sungem avari in wothe ranging from I I �Z'to S- 27 ?1 tis 242r 1.1067, MI-28,7 1,1121:7 A,-,-., R�51Z`41 S,� I , 1: 0: wr �', a � r, L, i r 5,13' and heights ranging floin 7� 1/4" to 24" 6 N3, W. 14�, N6 Heavy Hw 1,oits 2111 li �4 '-ne, d P 15 to -1 0 4 LiUHIc series hangers Top to nge non gem availab le in Nvidthis ranging frorn I -.-;V4 'to 3- 7 R'UD5 RTI�(;3S R-UU,4 RYUC4B RI--6 RT-7,15, Ratche�unz I ale - P Der, ce fnr7� Ricof 4 ul-1: �Ylil; Flea,, 61-ij Lleile I e and heights ranging from 9 114'10 24' ;i5 TjDre, -iijLjJC Take -Up De�ce N) fr[li MVILU21i� VML�2113 FAYL,01211, MMLI_11�39, VYL-1311 Face-i -4argers .. � - - - �_ �4 - �_ �1, � __ d ��b V L E_G5 E1�7 - E4_9 senes hiangers Top f angle hangers vartable in w6ths ranging from 6 9 7UVV38 rake Up Washer 311 RES'-- R;i1f;P ROJ tiic,,Ida�y �uT 1,71� �,7111 �jll'2 ',;T.'!"L ST'_lt, :ni'6211-� tz.14'Sl(;":�ic �,Ircncr� Z-Arraps 7!3 and theights ranging Trom 1 �'Ic 3,2 liZ URS2 308" Upift P-1 Run rado-, Eyster-1 32 RST 3 R o,-A I ie - -) ryvT jj-,�7 r t3L IF,3C, 114" 1 48 IF,tA 1 ljr,6 T!!rjL) Tifhs,j, flo,o;ng F FaQ Genets h3l.90rS Top forige hangers avindable in vvidths ranging from 3 518" to 7- UR-1-4 1!? - Lip^ Rm Ruh Tedi R-C,227, RTC42 R7�:7 R7-144 Fho,_ Tk- _nqr,rv,,, -,',T,'4 0, a I I St -. r I no 1!4' and heights ran 9.ng from 11 114' to -12" -2 URSF, 5,R Lij,ift -iw Run T-Jorn 5yti ,V- 'ST�� -�_(J F,T:� ,-. ��4 1 1'�, --'P' .11 -,i� 7 CL..S i hangei� Saddle hangers arwailable in wdflh�:argirro firon, 3 114'to 3,7ilil` il URS(I rV4' I)i Rau Rnn T")wi :V� T.LC-,7 T.,C-7 -1w"s jipw� -ki, _�7 vktall NA, irig ano heights neriging from 8- 112'' to 29' SC, Z�1� Ze, Z44 llirrel �3tlfferel cip� 8 GLry series hangers Top flange hangers available in rNmoths ranging Item 3.1141c, 7- 1 8' and heights Longing from 11" to 37' FLN10441-R6 FLNJMJ-R g Fi B ser es, fiavgerti Top tange nartgels avalliable in waths ranging from 1 -Villt' to 7, EL#10447-RS 1112" and heights f2irging front 8" to 30" Proci Model- Number or Name Product Description 5_eql Product Model. NumDer o, Na"ne F[Q0U21 DeScantion .0 FIGLS seoes hangers Saddle hangervavailatalli mitiths ranging froin 5 114" to 5 715' Ei-T-2 Hold-dchtit, Seq 0 Product Model, Number or Name Product Description I ':?ll^ 171,5 51 �RP' ^.7�7 6`� (`.r,�A_-27x'o 7r, 0.oceaa�- hangers and heights: narging from 10 li`2"to 26' H Dr-1 0.14, 1 OC 1 C412Z Hold -dowr I A"Efl AojjsWLe -iro L,.c Coriree�o� z C , D, 4U, LHJ-F wige Fjee riroior� �D_ CHUi -,-d top 'arge iDi-LIF i nargirm i HQLT seres hangers Top fiange hangers available in wdths iangrng from 3 11,Vto 5- 4 HM8 HH[1101 I, HHDQ14 1-7,L.12 HDU4 HDU5 Hi HQUI I HDIJ14 Hold dctv,, Hold dow- 2 DSC77R 4�7)V, Ocir-2i, G 9 Ofag Strit C_,_,nrw,-c r,, 3o Of pliace C.Ur" mntcr a,�ailatlri wdttsranqi�g (rum I zmd�,ights raiiging frorit q�lr'a' �z HGL TV series hangers 7!3" and heights Mngin§ from 7-1,12" to 32' Top farrige hargers available in wdlhs ranging from 3 1 IA'11c, 7� HPA215 hi SlTrap-stylif purw arcfcr I HILP1 31 -�,�14 Hip C-ci-rior P ate H,U3 HG -G J" tD-�>D'S, TIC C-c-t::LS, H4_ I� 7 2,� Fae_WOUV� rjan;0rS 'i and heights ranging fro, 14' to 3-S' 6 LSTHD8 _5TlHD8RJ Strap -style ric!d ao,.r -1 HHR72 �'.. f4HRC42 h�,IRC42 -� F-R(A,'! 8' l4HR-4-; HHR,:;5 2h,-j 21 IAIRC�', 1-' He.-. � z Rdjt, Cu-ectium CC '��L, Hf I series nangers Top large hargers avaAablen warns rinngoig from 2-&!81' to 2- 1 ti VASAP Foundation archor 4 H.--it FS �ihrli hanosm Far,wrrurr hiurilih�q avai�ahfe in iacrin� rargmp'tort) 1-LVh" to 7. Mis' and heights ranging from 14" to 26r 8 NPA132, MPA144 Strap-s" cur tin anchor 13 Hi 81, HRC22 Hip R due Cor'he,-tm -,w8' tnid reightsmrigo� trorii 1_1�7,b' .1 HUSTF series banjers Topfangelorst hargersavailable r, wmithstarging from 2-1ta"lic n PA13 PA2,r, PA28, PA35 PAul PA6�;; Strap-stlyie. puriii, anchor 7 LRU2fi,i _RU2'� LR021' Rafter Hanger - :5., F-InO5 6?.SES 13U7 Fate_rr,3.,r harzpi:, 5-9116'2nd heigints tari frorn 5 W` to 13AZ FAj`i8 PA123 PA128 PA135 Stnilp-st7fle �,Llhlh shChiCir 8 LSJ2b -SE-28 LSS4_12:� Aug�i �5 FIIJTF 1-4JC71'senesnangtets Top Lange hangers availartle in wdtns ranging from 1 -9116 to STl-4D10R.1 Strap-shi noid-daysr o__-riliarcer P-hX-2 ijw1JS,1tii li--HS�)'117 -AS413 I-tH,,b4�4, LiTUS410 HHIJI�65CVG Face-nicuit hancirri; 1!2' and heights tangog from 3 7116 to 15* Goncealrw_ Flange 12 STF-D14 STHDIARJ Strap-strile hoo-dawr, I0 TC24 TC-26 TC_1�8 T ruris C lip P H,_ S �, 2"'10 ve,.hliorr �H LICTF) Ava Itielis to I all niodefs new ing kmdtjl 00 uai n� or 11 H.A.N. 'HA21"'. TFIA2! fi, THA'�Itioi_2 -,222-2. T-A41 I HAi -F444 - i, j�, Ha,,je- FSiJR -SLA tI!�JHC, HIS It": Fere-shargoo; ',mkropo acrf-ritcurt ra,lom apiki rivoci iangfrq from greater than 2-9116" 1AC4:2 T-A426 -,-A42-2 I AA426-_ in ti: 'IF d 4--�14'!o In %14' -6 HWP Leni hangers Top beige hangers available in vAdths ranging frorr, I .911610 7- 1 " IHAi* iijf'2,1, Tl�,Aj, T-IA12 %22 TAX,:22 1HAT322 ThiA,4_12 "j- 'Anjor S,7,<. Inf Ft% tang, e,soT, k rSl , �ISULC) avia,!��_,e fu: at lf3" and heigii ranging from 2F* 1', 7HAL422 TUAR422 Sianived Tr !ancw, do4,l,,1r ')X and 4X rioneli; only ariiito rii th roritcakind 17 LiVi'Pitil series hangers Top Flange haingen; avaiii in ividifis ranging from 1-ot16 to 7� '14 -HJA,,� !_Y,ijA25, J41,1A N1114,tipe TIV55 � 1XIce's -'r, F I J rb -TU2d 2, IU__1C; Face IT10j, t halize � lf2" N,d heightb..,,g,r,ilj from 5-3ff' to 52" "I _HJM2 4 St)i T--,Y2 r; SIDS1 I`Aj_-'_�P� T"J J2,3--jV M.1iriv T,i Harige, Facce m3.;r, 3%1Qrj�nr,L- i, -�tj, ja r(l '1., 1 qi1j3' to 7 A I`Sserie� hangers T,:ip fonge hargers available in warns ranging horn 1 -q"PY tr 3- 16 -SLIR2 24 'Iki!rii�SOaCel '0 arid ii, ghtf,a-giriq froi, 2-715' to id -VA" Conceale"I range Ss' and heights ranging from 9-1/8" to !6' 17 VPA�2 VPA25 VPA2 %'PA35. VPA4 Vsnable- Pit, It, Cori �ehwin �rfl avA"cIft tril- A!'XICIdAIS hal�IV flquRl Ir 01 JS series hangers Top i hangers available in width of I 9116"arld heights Vj �ey T,,tt Clic� 111— 2 sill IF is ng,rg From 5-,V8' to 7. 1 [4` L FTl;9-S®rS HUC01 51 SDS L4000�10-2 SOS CX 1 1 S,�S ral� iTni-! 'lar-'s 20 JBA series hangers Top Range hangers availattlemmcith of I 9�16'and heights fiDS H!, !C:.41 C S,, �IUCC,41 � SOLS L'. S`q-3DSi 111 511 S,-)� i Ocl��6'0 Fangirg from 9-301T to 13-118" OCT 1 8 2022 Virtual Review Assi t, inc. Pla Review completed nd approved, for cc liance with the 202 FBC 7th Ediao by Debra Anne Klahr PX2300 E= Simpson Strong -Tie 2020 FBC Approved Products Upow.ev _Na.-rAQD E= Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products _Ew.eJ !�"34QQ21 Simpson Strong -Tie 2020 FBC Approved Products UpdWed 12,110,2020 Por dlI 11-5 to oil SST approvelii lsl.� L,9q,. L I,K HER r=NNFF,'q Go For lnii,, to III `�Slr apqwro,,.I� Iiiiii. j teic, - 1 -,E C-1 KHERE. For additicirnil nfoloriatior regarding Flouda's Prodicl AvProoal %lilem and Morati-Loot, �,%rty NoWit V Ai;inipLancr �FJCA�, For additionw:,hforriji,00 legardrif; Floirfir 5 aiteri,ti Woduct Avir,crA *jsw, an--- V�rfry t,on-e cr A,�,eri,nce ih�_A� 0 ad�:�� Ar,", e, or, ie-�,ronj; 1,.# L- t jr,' Merritt For additionai infornotion regarding Fi s Stalthinde Prodiucl Appro,al Systerit Still Marn-Lade CAjunty hative of Atgai �NCA). 6j�l HE5E Lb beresnarge-s 7 Upriange hangers aivaijablerimcli of 1 Q," and heights FLA11468-RO F L 2 V", 11. _�p Pj, q� ji�t,lijp�e SLr-;cp AAFesue Anchor for ooncrete rarigo� trorint F, 313 *o 15 111" FE: :3,; hl E-I B'.A -b E! ,V.4 S,i :3 6 Suong-Bclt 2 (IS71B2. $T;2-4SS, 7, e2-6SS) Strong-Orifit 2 Wedge Ancrior for concieze available ir co,bon 21 LBAZ sterte., ha,i;Fers I op flange hangine 3vailavie 5" vAdtti of 1 grltF ard heighf� §jLj Product Model. NUMIter or Nam P[2djji;t DeSioniptloo t,,Li 'C I 1 4 111 l ir H�Iccwti, Wei and Type_- X%4 and 3116 stairless steel I,Ingirg 150,T.9 316, to. 13 1 IF' . HH1 11�210 1 PHLjs2';)-,1 Joinj Harigni Si ap,,, 1 1,'! i� ga 1 7 Titan HD (THrj H 7HD.HMi',, 7HD.H4S',,, TH0.1-1103SS, THO-CS THUCS8SS) Titan Hn Heavy Duty Screw Anchor for concrete and mascruy 23 ILL--! LL-_,5 _EQ,7 se�ies rangers -up f1iiii-ge largxg Itorm I-- 114'tr, 5 2 F`R5n, FiRSA HRSI,- t3l ap 1 ;t S S-1.1 -I� te 7 Ws avallable vot hex rated in cattion steel arid Types 304 and 310 hjf��2IC 2-SDS. H�<'.:.221() I C,-:S, AU(`iQ11C S7;S Uang, = 7:�p -,�;p 'SIA Zit.tf, Tie, stattlets steel or Aith cojntersurk twao r caroon steel and .4 ME05 Top Lange hAngers ranging from t 1,14'te 6- 4 H032 TH0,63 THGUH22,Tlir,L3l,3 I ELI 4 1 f_ U, I Type 316 A -� sreeT 7�9' arid Ferghh;, mrigilg from 9 * to 12 1 �7' 5 71,(IoW CiDS-1. 71i!C�1, :�OS4 F, 7H3 3��H2-GDS1 "irtGaHS-1 XM 5 THCjQIL44-SDS8 I lairgiin 71= 7R.-,f, 7�ori:, 17,agova, a Tten HE) Rod Couplar M1037634RC, TiLDSM41RC) Titan � ID 7hreaided Rod Coupler for concr" U) �n M.4- �e, es hi iqeFs Top Wqrge hangers ava.,uu,t, ovec-ris rang rg -ra� 1 �)t'T to 5 `HGW3 �;' T:� GIA,? 4 T AQ vvit- 3. T HGW4 -4 -o" 11dilgel V ',rten HE) Threaded Rod Hiii THID53715bRI-1 Tilien HD Thresicleo Rod Hanger for c*rojete, ifB and ne,girts tang rig from 9�11A:'tc 24" 1`1053214RH THG107112RH�, 20 PF, PFC, PIUB, Pli-I.TrILD beftes hi Top tivvge hangers 4vaiiaolie IntestiM of I 6:11,05'and heghts Wedge-Ait iiiiIi V*dge All Ahcho, for rinasonry ra-igiri. fruam *3-a13" to 7-1 �F' FL#11147�_1115 FL*13904-R5 (D RR Ricr I after cc,, rector Is WIR sefes harc gers Top"tonge hangers 2,a;lane n viirotns rang,rg Trom 1 W16' to 7. PLqduct Model, Number Ten Narne ct Dewnplign Product Model, Number o- Nains, Product Description FL*j 6230-RO 1,113" and heights rarpnig 9 114* W 3,'. &ETf1,L,10 Pxi,b,e P � ii d e� I, Anc, c, ';1' 22- EDS- �;G C 6` SUS. I DC; t C-20.1f, nr, _SD.- EX I Q1,IJ in-- b "&G Mascul � oier C� ps Ff__', -, ;, F ��, TR H L F G f f � H R Cirder No-fortit Ax-nor F,14 1,12 3 DS-3 CC -Q1.1 !i ',C SOSL", INT3 6 2 S D'S'G, C C Cori 6 SUSC, Product Model, Number or Name EMUZ2nim= H16 A-EiS H18-2 W6-2S Hur, �air, 5IJ sut5�' AT XP AT XP Higli-Strengi Axrylic Adhesive for concrete zi masonry F1.41010060-115 4 HIETA112, HL-TAiij rilh7A23 -E-TA24 T�',%4(j Fir'banne-, I "r-, 'r ciln, Ma --er Cans FT -HP E- -HP Epoxy AdN iiason - asrve for r -% E 4� HFTAI 12 ALTALIE "FTA�..`r(j F�LCoo, rrusnArcl�.,, E' X_ KT 3 SET XP SET XPHgh-SterothEpo-�)�Adh��efmmasor,y EMguct filogel, Number or Name Proi Description I, HIAMID �hibt Ma-chry 'etroli- cornoclom K-1 RQML)t 4' 4 2 1 Sreoro-Bolt 2 WeW Alchor for rriasonry ABA44 ABA44k ABA46 ARA4&F, AbA66 ABA6aR PoSt BJSe HHf�TAt' Ii PHU-A,-4 -Hi H.-Y �du,j I _jj )?,il �,7 rA 2' F, Itilo X lit�av, vas� " Y H'IqiIel, 5 T tre -in 2 (UN2) Trttenr 2 Sc,ewAnrzhoi for Concrete 2 AFiU44 ASU44R. AS�46 A6046R. A605.5 APLFF-6 AK j65, ARLW5C AF>06tiR Alitbk'I'i. Ailli,AtUle Post Fias`� L:' T2 L I nder' chovor 4 L" Ii Mi w�parr Hargev; 6 Titan HD (TH[).F44SS. THI THD-CSOSSI T Wit HOHeavy-Ciln, SvewAnchrritorconz:rete avaglatit, r 304 (D 3 A,7U88R,A5LJIW.0 ABLADION ABi.J12I2.AE;J1212R ABVV44Z A5V1j44RZ. ABW46Z, AB�N46JRZ. AB*66Z. ABW66RZ AlKifri-! Acliu%tabip Pw Rose 9 LTA2 ' IVIFTA, 6 A-13. MFTAi20, %4FT A24 META-40 NIFT Al - In"s, Inir;sArrinor KI - - � CJ`,`14I(' l`rFHA ", Yr-A, !I- v I on F ta hiar.jors &Uor-ir ill Iii o, 3IF stainless steelwrtiii riex newo ond,3116 utairlesfi. siiee� cin.M.'si head C 4 AC4, A.(41F!, A-.F4, Ai AC6R AZ�Fd ri�ist Cap V'S'Alriii 4. M, 33TA M16 rvf`�T� M4,, k1jR-r:. li 'StF 6p 7V ror N'Fil FA�; 1 tli� Ii.1 1.1UH-V �C, 7 Tile" Turbo rrNi Titan T6rbo Scfevv Arichm for Concrete or 1rhaSOFly t, BC4, BC45 B[_4R K-3 BU6R 2C5 OCS2-2J4 UC52-3105 PW. Cap I.- � -i F.T-SL120, 1-5VI6 A-5,!Z_ -ws, St-ap foi Mj�-crvy NTAIAS A- �t, %ip- Af, rC,' I F,' rr,'HI-A� Vt�-A, 6 T7944, C646 CW C065, �P-66 l7mbeddetj Column Sase � ',6," ICU e GO-5044 SDSZ CBSQ46 SOSZ, CbS�55 SD_1;2 CUS086-10-52, COSQ&-i CC ECC Series Embedded Goluftirl Uise Gotte�l �..mq cai Arfdr� Wl oirmi-g from ?,11,4` t, and FL#1114WRS Ubl11_3 Mbilli i3vl' 2'_ Ab,li 1 eS IAlL, il.,?.rl�;114 M�3f-,.13 !ub"11i _75 ME Iiii Uedrr Ili, lilen: FLVIW37-R3 1i raigung frorr 3-anr!' :o 7.',!-" URHk,7r,,31I-5 g I Product MQdel- Nurnbeir or Nam Product Descrilotion 0 t�;;enel Scoin,�dc�ljmi arging frrim 1-1!4 to 9-lrZ'and Product Wdrill. NumberorNarne Product Description I X?AB10lP,5K X1Sl016,X11PlnI8lK XQIS1016 XQ16101e,4K NIC1115 Stiong-0,,e X Metal Self.riii,lirtg, Tapa.og Scwm Mth #1 CPT,'R,7 :�MV�7 toY? ranging from to 7-If? C.huoi Flo-t T�e Fiase 1 [,Tl'l Z UeCK � ei�$r'l Ile FL#13975-R6 2 Xi.0114TI224 XLQI14P1224-:1K Drill, hiroint 412-24 Stincrig-Dr-iree XL Larriciri-Head Metal Self-DrIiiig, Tapping Doint 12 EPB44A, Ef'644 E111346 EPS6E FPSA7 Embandea FW Base Embedded Post Base A HF�3E KX12 HD76 !-D-;u LJ-T4 i 1`77!i, 47-� 1:4 bo-ea- Holc��irb -er�Lorr 7, Seq Product Model, Num ber oI NaniTe Product Description S )(%onl 114SI,'24, XNIQ1 l4eri Sciew,'. 611 #6 Drill and Large Do meter Hex Washer Head 412-24 Strorl XM Mediurn-Head Metal Sielf-Drilling, 0 ij L17-844, LC366 Embedded Wwwn Rase LT-19. LT7205, _7131 Lrri Teiwuri Tito, 5D.Ir-234iX, SCIN2Z336, S:,,vVZZZ458 SDV;ZZXC 5014Iz:ti38 Slung Di,veSCW DATP FILY and TRUSS P-Y Tapping 5clevosAftrit #6 Dvill Point and MeaiLim Diarnerlial HeX 14 LPC44 LF-_6Z Lght Post Coo 4 Xal 14131 �'141, XQ1 1481.224 2 5K Xl 14S1 224, XQ1 1 2SI224 X01 1281224 2K #12-24 strong -Drive X Metal Seff Unling, Tapping Scii wirth #5 1,11pi NIDE,567 tAIDW.7 rb." Post 2.S. I-5c S 171 VIKI. VZ Fri, Fir3 citr Sr'.V�-_ TR - �G Sz. Dnil Point 16 PL�K Pb44R, PE41j, Pbi PBti Embedded Post Base !iCV0, ILI' 5Xr �5,:rcirp Dr-.,eSlLVVH 1I1,li,�k-lh=,)(1:;crioiv 5 X,_��4S'0116 XU34L,1016-51( #13-16 I'Strorgi-Drive XU Niletai Self-Dirifling Tapping Sorei vym- PBS4AA, PBS46 PBS66 Frinbecded k)st Base Descrintron 4 SDVVI+2iB("�, &EY,10A 12 1001 �J,`,�2 lcxn, $11 Drill Pont is .9 PPEVO, PBV 12 P�_4_1-16 ;1-48 16 F-_64 PCW-'6 EPC4-1(5 EPC46 18 EPC48-18, Round Post Base pw ��.p i Product Model, Number or Name 5��'8.24 5,n7,6,24 SRIKK, Product 1 q6CC SDV,�,-: I I/ S_Y,',S1_,,'4:Yj SCY.YS_�LC SDir"S "ti-X &Tor e SLAVS F �,rkhi $crovv -: - 1,44lL R Screw Trier ir L�ja e) 0 FoC64-16 EPC56-16 c_$TeL4 5�51825 �__-;TRJ4 r�whor bols S I-) VSi� X FL#35320-RO -0 F1_4Z PC.RZ, PCW PCEFRZ. PC_8Z, Pi EFi EFC4RZ EPC5Z, EPC6RZ E-Fcaz Post --ap !�Tjiuirg Dnv� Stj)iV'I ' PAFA R EPC,9R7 §ggj Product Model. Number or Name FP--44-4z PPB44-6z Pw.. Base Sit, �rt,l i:Vjc�c sc,a OSSCB43 5 DSSCB46. )SSCB48. �YSAS Bypass Ffam,,ng Drift St,ut -:;onqe&,or CD RP�Eiz Retrofit Post lhase FLIF138i S Piirs-' -c"'i S., it: C -41, i)vl,:-,� EIJ) 'I, S 2 71 C 0 IkSS 3r-li-S, 7C CLc; n:i,nrLy.%,S r 'Aloi SS _;Croe. 2 IA3 c) hCB45 5. P 131,11, 5 FC&O 5 vC.B41. 1 5 F(.L 7 Intipass Framing Frosa-apConflector a) S 3 FPHS034-110le, VPFSZ-j4L)j01,3, 1PHSID,34EF1015 5K �:PiSD34SI214, iii and *12' 14 S1rcng-1),l,e FIFFSD F:rdm.,rg4GCFS Serf- Seq X Product Model, NumbetorNarnig Product Descinption D',V. 1:141 Stroi,ij Lni,t, �,L)WVS�'t E TO -RIM lini- FFIHSD�AS1214� F-PFISD3481214-5K Drilling, Tapping Screws CIO FL#10966-R5 CYSTZ-6 -,5! 4 C-S 16 GS22 Strac, �-Tlq A_ cilf- eH,aii%, V7,,nrir 4 LSFC'-) 2C LSFCA 25, _S-Cf,; 25. SFC2 -15. SF-,4 21S, SF�6 _-5 5poiII Frarniing Cor, riecto hRFl LiiSA HQ51- �AAS I IlAg, � -412, FFA18 PIA24 Fi-A-K MS, 1 3�� P 1 LIA! I LSSCA 25, _5SC6 _-S 5SC2 a,. S:---C4 2iE F,'SC6 25 MSS172 25 M�,SC4 2-E &A-SSC6 Steel Stud Contractors IS&I I Product Model. Number or Name F_�A FRA Prod= DascrlWonr Fouridati Anchor 2 NIST148 MS-iBG MF1 i �2. Siltii &1AS1 31 L!"STAE 47�=,C �TS30r- Hea- TS- �7r F I Vi 5363 -R3 6 MSSC4 25KVV N�S.SCt 2�KIAI RCKV,13 RICKW ", 5, RCKW7 Rr-KVVa--, RCKNs zF Rigid Knee -Wait Corineclot FRFP Flat Rei courbatiar Ptati,, 4 LS7-A�^,O _S 435. L 3T�40, - �7:73. v`;TA 9 MST' 11� MSTAI M�74_14 'Stiati U� � i ce no 7 &_R43 5. SCP45 5, SC&47 f, Si'_S41,; 5 :;��Btlj 5 VSC 5 VSCR47f 5 Bypass Framing Slice -Clip Connector 0- 3 QI,46 a QI-i �H48-f C-1-48-8, G 51-1410-6 GA4110-E. GH56-6 C,160-8. GH68-6, GH65 8, G-1611) 6, CH51D B Gidef Hinge, I I! -T:J' 1-57A@r -STA'2 _S-Alzl L",-iim,',3. .STA_-1 LSTA-14. _-TZ92 STZ,2-- S 5 5-2215 LSJFH I 2� SUR141 .7� Y81. I F. H,^) 25 S 1.4 p 11 i Zo g a 6,1ji,it Coni'Ktof Seq X Product Model� Nurn Wr or haile 1 A C� 1 1� AS , AS i th"13 Prtl De5cription ! 5 g. T,.�,,; riwo, 8 9 1 S�_S- - 5,197 SCS62 &J97 S',562-1,P] 15 SCS82 51118 Scl, An 2fi , SCI W 5 1 , bypat.� Frarr ing Cor necto r Head-of-Atia I Side-Ckp �oncociaf -0 4 GLB5ACLB5E!.GLB5C GL65C GI-87A.GLE713 -31-117C CLI37D Cluiar, So"Arip Platu LTPt. L.Atet�; Iw P.ie AS:�� 2) 03 sdini-gti, �s-� Paw io SJC19 25. 5.1::`10.25, MSJC8 21� MSJCI�12b Stinil.ioWCAcurinectors 5 F G i - 97`51- OrLTS'2 GRLT820 I-IGLILIA, hl�LBB HGILBC HGLBD 041ulam Bearing Plate Heavy Gluari Bearing Plate P LTS12 _179;liz. L-S'�, ti N-17AW 5�i �� eZZ4 �5_9, isric ST22, MSTC2tf, M�T�_4C K15C�__- I qw Fi r-, 52apb �-4 mi ilt 03� / 1_�_._C 4 1Z.41 20 go T! ..;, ir�a,- Hlr;e P�.ile Ccle,�Iv( ssen r- IA XLSH34S1414,.XLS1',deI4l4 Rvpass Fishing Slide-C-lipStru! Connector #14-14 Strong -Drive XLS11 Shouldered Set Drilling, TappIng 0 CIO 7 H07.2. HOT-1, AGT-4 Hear, Girder Tieci I ) ligiSI'C613 MSTC7e `�-623wj riii 1'4 gal Scrertoi;, UJ a UF7pl()-SDS3 Unirensa I 7oundatorT Plate 11 LATS12 Vi NTTS'8 MTS2C ',,n7Sj0, M7S24C, MTS3[)c M-diuri TvvisU�traps 13 X01S1018 X01BIG1,15-4K XIX-RI214 X01131214-35K XCi`,8S1224,XQ7&&1224-3K, 410-16 TIF12-14 and &12-24 Striang-Drve X Metal Sellf-Orihni 9 URFP Unpersa I Retrofit Foundamor Plate 12 SE:l �it' 5"bl 01, Sjb2 3'-, t��f52 5C1. ��IB3 12 _-W �_'! cre-:' uZ _�:A �&4 1 �, �;IE34 28, StE�4.7�, Sjb,5� 51) -op � 3,ge olst Hargehs rL#1 57)o-g4 XQj 14SI Z24 XQI 1491224-2 �W. XQ1 12SI �'24, XCA", 2B1 2,14 2K, >C34BJ 018. 5K X1S10IfFX1Br3l6-4K,XjSI2l4 X181214-35K T.ppi,g Scti < 13 SILA2 12JI8, &FBA2.12(10 SiUA2 I�YI2. SfiJA2 1214, --VU.A. 18ft -_�IBA4.i p:L arge .oist I largers Sea x Product Model. Numberia, Norne Product cie2kcription SIBA4 '&012, 5iUA,4 15114 1 ITT HP Adhe-.,^ v 4rrcli�, `or rincrinnif �' 15 bit- * A '�l I S, 5,�, Hut lcaie :,c - �� L, ', -P '_, � �, C 1�� 11v 7 u I I H - -) � - - L - �M , U, C D P N - t-, I, I I C,:. =)-,D,%7. D;N4' Pi C�iN',VP Cos 3 ct.ale, lac' e,.e,s and Asserr es < Sft� 0 kl� Sir A Cs 0 C I CC, S+4 Y� &H [) 15 _qA i-� I 19FDL14. StFiDil-16 SHOU9 S�HDL'l I Holdowns F-)DA I P-�PA 11ir, PDPAT K ri-)PAVr, PIV -3, P' K. P��j r)PA, Pr_'�LnPA IpTnHA��, PTRIJAz fitrds� ar�se,lniims sijcl, S114"C' -1-1 rangers 4 "-L I 4wric, linr u,c,et, SHEET NO. March 15, 2022 PA 1.2 _... - = � ��. �Ai IL -L41Lmi MIR W Cn -CD (D 0 MIAMI-Mmm NUAQW-DADEC OV NTY PGT h4ustri(. Inc. PGTIndustries.Inc. -0 > (D 0 =3 L_ L_ _0 PRODUCTCONTROL SEC TION P(:.T Industj ie Itic. a) CL 0 0 11 S;V� VOL, Z 6 S weeL P,00a 204 NOTIC F OF A( C EPTANlCE- FA"IDEN(E NUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUB-N11TTED (D CL CU -0 DEPARTMENTOF REGV�ATORY.MND ECON0111C RESOURCES iRER) Ilor:A3 3�; 5-24-4 ROMMANDCODE ADMIN-ISTRATIONMISION -.7(7S6)3V-_';90 NOTIC E OF A( (EPTANC- E: EVEDENC ESUBMITTED = -5) - (D NOTIC'E OF ACCEPTANCE WWW-"WW*4c1QV,"2jKV*_ 1. ENidence submitted under preiious NOA D. QUALIT-Y ASSURA_NC_E 0 -&-Z, C/) = Co -cu (NOA) A. DRAI'll'ING-S B. TE�TSi,coutinuedi 1. 14tanni Dade Depzutmew of Regulatory and Economic Resources i.R.ER, =3 C-f) -0 0 C) -0 PGT Industries. Inc. 1070 lechuolop- D&c. I 1%,lanufacttwef s die drawings zuicl sections, Tes,*, rq_)or on 1) Air Infiltritiou Tev� per FBC - T AS 202-94 "0 - _= (D 0 0 North N-enice. FL 34275 (Subinilted intelerNOAA-o. 11-010". 04) 2 Unifclrni Static Air Pressure Tesl� X F"B('. TAS 202-94 1 1L4,TERLkL ( EF TIRCATIONS CL = 3�: = 0 LL SCOPE: Drawing No. NID-5;70.0. titlect'-Viriv-1 SliduiC Glass Door NOA (1_k1l-j'_, sheets, 3) Nkaief Resi.�tiace Test. per FBC. TAS 202-94 1 . Notice of Acceptance.No. 1"528.14 issued to Vision Exinision Lmuted for theff = - CU C:) co This NOA is being issued unJei the applicable rules and regulations governiug the use of comtsixtictis. materWs. The tila u --turei. dated 10 0', 1 5_,,vith relIsion A dated thrctuzh�'l of 2 1 - pf envared b,. f a4 41 Largge!,4i�sile IiWact Tesi per FBC-. TAS 201-94 11'hite Rigid PN'C- Exterior Extrusions for X%bdows and Doors-. dated 08 1315. C:) > U) _0 0 documentationsublautted has beenfeviewed and accepW byNUuai-Dade County RER -Product Convol Sect-tonto 04-051�17. sizued and scaled bv A� L-viin NfffleT� P.E. i C'vilc Wind Prei�stire Load rig pff FBC-. TAS 20-1-94 cxpirmg on 09-30 19. (D (D L_ be used in Nliami Dade Courity and other areas whery allctw�d by the Authonry liaving Juristicuou (AHJ) 6) Forced Earr, Test. l:vr FBC TAS -10-1-94 Notice of Acceptance No . 16-0920.08 issued to Vision Extrusion Lmuted for tbm 17E C_ US CL CU Thi5 NOA shail not be -,-and li�et the expirnuon date titated bell-w' The NLanu`-Dade County Product Controt Secv�on B. TESTS along -,vithaLukecl-up drn,%-tngsaiid inslaLatioti dW�raw ofvu:k.N-1 shdu-q glass door, prepaxd 100 Tan 202and lighter Shades (Non -White) Rigid PN_C'Exterior Extrusions for CU Dade County) andorthe AHJ (in areas other than.% right to have this La= Da& CLoursrV. reserve the 1. Test report on 1) Uniform Static A,-x Presj�ure Teit- per FBC TAS, 20-2-94 b,,,- Fenestration Testing Lab- Inc.. Test Report'No. FTL 8549. dated 110615 signed arid Windows and Doors**. dated expiring on 12,29,21 product --raimerial lestedfor quality a%ivance puiposes- If this product ormater-siaul fails to pedormin the accepted 2"1 Lanze I'Mis-stle Inwac. Test per FB (-_ !-�S 0 1 -94 sealed b,, Idalnii� Ortega- P. E (Test report orl 12 04 15 and 02 11 16) anL 3. Notice of Acceptance No. 15-0528.15 issued toVision Ex storiLw3itedforther 111hininer. themamdacclurefw-W incurthe expense of suchtesting =dthe.AHjmav initnedLmely revoke. inodify. or 3) C'v hic Wind Pressure Loadaw per FBC - TAS 203-04 6 le�t'repori or, 1: Air lnf�ltrat,,on Te-:�t per FBC. TAS �1'1 1-04 'i _J_ . "Brown C oated (Painted or Laminated) X%-hite Rigid PA-C'Exreiior Eyn-usions for suspend the use of such product or material within their lutisdiction- RER reser,-es the ri&t to revoke this, Aong with maked-up drawings and tristallation diagran] nf,�-Myl slid= Clas's d,lor, Preparet� -1 iUniforni �tatic Air Presure Test, per FB( - TA� -102-94 Windows and Dolors. dated 0&1315. expiring on093019. It icc eptance- if a is deten=ed by Mauu-Dade Counry Produ�t Coirtrol.Se< tion. that this pro&lct or mattrial fa i k t o b y fenest ra t ic, n Te-;, t ing L ab. :nc.. Tes t Repon N1 o f TL 8 - 17 cl a i e d I 2� 15, s i 2f. i e 0. and 31 Witter Re,:,iitance Test per FBC, TAS 4 Notice of Acceptance No . 1 "'712.02 issued to ENERGI Fenestration Solutions USA. meet the requix-ernents, cl f tlie applicable bwding,code. ' _110-1-94 This product 16 approved as described herein and has been designed to coniplywith the Flonda Building Code. i F sealed by Id ahnu� Ortega- P E TesT report oil 0_2 15 16 alid 0 -1 24 1 U, -4 4 1 Large INILs,.;ile IiWaci Test pet FB(--. TAS 20 1 -P4 - Inc. for Their -TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior includina the 1!h4h VelocinHumcaw Zon- V I D ESC RIPTION: Seties -55-0!2 7-0 VinvI Slisting Gki ss Door (Re inforced) T%--'wo 900 1 KA" corners-L.M.I. Test report on I i Air InfiltritiClil Ttsr per F3(L A S "0 1-04 2'1 Urufum-w- Static Air Pres_�iiie Test- f--T FB( TAS "0 4 3 Wa;ei Resistance Test. FBC-- TA� '�e-a � - FBC. T S '03-94 C '�X*Wd & '�,_ire ' oi&no per 1A - 3 - -uiz nd M��tallllltlon d:aaran,� of --:alvI shdu,_=g zla3,� joo, prepared alon2 A,i!h uurke -up drlT.� 'L T '1,04 Extrusions for"'indows and Doors" dated 0915 16. expiring on 0 1`04-,*2 1. Notice of Acceptance No. 16-0712.04 issued to E-NERGI Fenestration Solutions U SA. -Bronze APPRoN_AL DO('11JEENT: DraWlIlLy No _NE[)-5970.0 Rev B. wled'A'snyi Shding Glass Door NOA (LM)". sheez, )11 per 2`0-- -04 - irli, Test Repon No, FTL 8441. daTed 1 .0 15. signed and bv Fene5u.-4tioL Te I-ab. In- - Inc. for Their' and Lighter- -Shades of ( ap C-oated Rigid PV( Exterior I throuat 21 of 2 1. prepwedbv inalia6cturet- dated 10.,05 l5anci last revised on 02� OL21. signed and seiled bv Large Nlisslje Impact Tesi pei FBC. TA� _01-04 �ealed by ldilnLs C) - rtega, P E feporT revi;ed on 02 1-7, 2'01,6� Extrusions for Windows and Doors" dated 09,15 16. expiring 6 on 04 1 20. A Lyi!Miller. P,E..U�eariug the Nhanu-D3deCounn- Product Control Re,,isioustamp with& Notice of Acceptaticenuasber and e.Viration date by the'Mianu-Dade Cortur; Product Control Section �) ( ,L-c Wind Pre�,jjre T ojdU'1q ,x- FBC_ - rAl� 20;4 - - I ii, 6) Forced Entnl- Tesi, per FBC'. TAS 202-04 7 -or i FBC'. T.-)Li 2,02-94 el; repo-i on Wjalt nl�taikcAif Presure Ten', Pei L, - I - ai-ge fi�sule luV�aci Test per FBC� TAS _'01-�4 6, Notice of Acceptance No. 16-0712.03 issued to E'NERGI Fmestration Solutions LTSA. Inc. for their 'White Rigid PVC Exterior Exn-usiolus for Windows and Doors dated along with nlirk-ed-up dra�N -ings and mstillation- diagmiu Or shdiig glas- dool. prepare-i 3 T S 0 (-vchc V _uid Pre - F-BC 08 *101 17. 02 8 IS. '%IPA( T Kkmc: Larg#and �wll'_%hstik Impact Re�ktinr No. i -�-tife Loadawpef 1; - 4 A _21-3 expiring on 22 b,,- Fenestration Te�,tuaa Lab- Inc.. Te-st Report FTL 8546. dited a!oiig %voL nui ke 4 -tip dfokN ui.2 �, and mstaLit ion diaggiaillof, w.vl �hcing gla�s dooi- prq-tared Test r N&s). 10 rports -001-792(A)� 10-06-M0527. 535753-09. perASTNIE-84. t Lisnitatiow: I See table I (,heet and table 2 (�,heet 8) fof�applicableSGI) unit stze�.. design pie-v.,wes- reinforcements t��, &ez-ded b,,-Idal=s0ne,al,P E Jest report rexi�ed on0l -04 105 wid,"j-' 11 16'1 b". F�ilerrancn, Te; -ting Lab Inl_- Te�T Report rTL 6638 (satnple� A- I :hru dated EX017 AS.TNEM029midAS;TNID-61� S-sitedby A to V t&tosl E xtru-sicin for cellulosic glass Types, SW riser (we tables B-1 & ii-_1 sheets 7-S) and ancher Layout -1weem requilements in I I flum 16 pid White P%"C'. Tan t-Non-white) R-z andBroxva zoated (Panzed -or Lanusuite& 'Aute P,;gld PVC to be 2 Rii _d PVC, .1 Test report ou l,"�Atrliltltration�le-�-I.perFBC, TAS-1112-04 2,� Uniforin Static Air Pre&swe Test� M FB(. TAS, 20-'-04 S 11 1, - 3 10� '...ziledand 'ealed joize A CZIALSO, P E 6zibutured under-VO.ANo. 11- 6 16 '. 0 4) Composite U11tem-11, tSnbinhyed tinderNOANo. 11-610' 04) 3) XX iter Res-ist ance Tesi. per FB( TA j 'it" -94 8 Notice Acceptance No. 14-0916. 11 Kuraray Amenca.. labeled per referenced NNOA'� reqnir�-,_ � 1-0- ltit rep -or, on I Air Elfiltrition Test. per FBC'. TAS 20-2-94 of issued to Inc. for tbw 3 Eze&�- operable doors mitst complyAith. mm clear %xidthorheight per FBC requiieawnt- asapplicable. 41 Large Missiie InipactTes- pqn FB('. TAS 201-04 L W101,11", NTItic . A if Pressure Te5t. M FB(", TAS 20-1-94 A ((*lear and White) Interhiyer� expiring on 07,04 IS. 4. Pocket wall:, under;sepwateappfcr,,aL to be reviewed by Rtulding offic, ud i C -ochc Wind Presstwe Load .,g FBC A - t-4 3 er R e� i s T i iK t Tes i. per FB C - TA �' 20 -1 - 9 4 9- Notice'of Acceptance No. 16-1117.01 issue� to Kuraray Anx1ra. Inc. for their LABELFNG� Eachumt shallbeas. a peanatient label with the wasistfacturer's name -or loyo. cirv.state andsenesand f011owing statewear "Miam,-Dade County Product ContnA Approved`� noted bezew� 6) Forced Entriv, Test� M FBC', TAS 20_1-�14 along with ulaiked-up drawings and in�lillation diag "zil olf �Ildlnz gla�,s Joix. plerared 4.'1 Laige' \li�sile luipac i Tei� per FBC � TAI:" 20 1 -04 (vchc Wuid Pressure Loadaig per FBC. TA� _'03-9 A -Trosifoll 171irraclear. ( lear and C'olor P'X-B Interlavers". expiring on 07`08. I.Q. RENEW.0 of this NOA � hall be C on,;idereA aflet a renewal applicaTion has been fidedand Ch ere ha-. been iio by Fenestration T"ing Lab- Inc.- Test Rqvrt No. FTL 854*�. diteld 12 94 1-4. ic-,ited ar-,d "i 6 -1 F cor c ed E atr; Te st � per FB C" T 1-�, I Cj 1-94 IF. STATENIENTS c hange in the a pphc ab le b it ilding,: o de rie zatively affec tia2 the p erfxuilaric e 0 ft thi �, p I OtAi ct T E R'_%ID�A TION o f thvis',N OA A- ill oc c Am afte t the e xpir a tiou- date or if these ha -, been a re-Il �:t ion o t c 1=nge in the sealed b 1 d a h i i i s 0 r T e g -a - P E Te -, t r e p o n re- k - t s e d o n 0 2 15 It 6') 4 Test -Tori oil I Aff led N" - 0 4 rmt toil Te,,i. M. FB C TA S dtzx d, as, 1 11 dia- of SIjdLft2 4713SS doof plep,-jfed 7 - C v, e,�Tln2 La--_-� hic Te�T Repor; No FTL 63-17 A-11 t1wu A-5). dated I Statenient letter of conforrimce with FBC -51h Edition ('014) and FBC -611, Edition (2017)� issued bN niarlufacturer- dated 0& 14,17. siened& sealed 1r; L,%mn1%Wkr_ P E_ men fthe pro use oftht'31NO.Aas anendorse ntofair, piodact. = als- use. anki or manu f3crute o A -chic or ptoce�,; Nin nie 2) Uniform Static Alf Pres%ife Test- per FB(-.. TAS '-'54 . - b 10, zz,inie,i uid sealed b,�- joi-Ce A C"auc�o. P� iSuhniftled ;mder,V0_4.Yo. H- Statement letter ofno financia.1 interest. dated 0+ 18 IT issAied bv. manufacturef. �iped I fm,ales, aik,-erusing or am othei purpc�ses shall autoLmfically tenn"te dus NOA. Failure to couiply with aay I -11 Witer Resistince Te,,,& per FBC- TAS 21(,l 2-04 sealed bN Lynn N0ef. P,E_ ,ection ofthi,� NOA -Aiall be cau-_- for terniination and remov-alofNOA. 4 1 Large N fi_�We hrV aa Test per FBC . T � S -P4 3. Letter of LA) compliance. pan of the abo%,e test repons. ADVERTISE-NEE-N-T: The NOA number preceded by the wor&. Minnii-Dride Cotinry. Floncla, and followed by the �i C'ychc Wind Pre�,sure Loading per FB(- TAS 20 i-34 C AL( ULATION"S 4, REK Test Proposal No- 17-0387. dated 05 0517. signed by Ishaq C-L-Anda. P.E_ expuation date may be displa-vvd La adwrtising literature. Ifanyportion cfthe NOA is d1sPlAi.-e& then it �hall be 64 Forced Elwr,� Tes*,. per FBC, TAS 20 2-04 I Anchor vendicltloa Caki)Lmious aild sinictiuil analMis, compl-,,lng with FB('-2014. &-�ue Lu its entiretv. along with niarked-up drawings and u-1-iA211,1011 d tagraull of �hding 2LAss Lloof. Prepared c - - prqlai ed bv PG 1 d at ed 1 " 00 1 5and La i ei - Lscd on U12 1 16. ii zitd and sealed I),; G. OTHIER LNSPECn0'_\.- A copy ofthis entiveNOA shall beprosuledto the u,,er by the uratmfacturei ot it- &stizbutots and by Fenestration Testing Lab- Inc � Test Report No. FTL 8548- dated 1_1'04 15- signed and Alithon-L %11.siles, P E. (81itimilted uroder.\'OANO. 15-1210.01). 1. Notice of Acceptance No. 15-1210.01. issued to PGT Industnes. for thm Senes �ba:lbe avaJable f6t inTectionat theylbsite at the% equt-s t of the Buddlng Official. waled by Idahiiii Ortega. P E (Test rep�ort revised on 0104 16 and 01� 11 166 i *0 -- Glazin2l complies with ASTME - 1300-09 Vinvi Sliding Glass Door iReinforced) - expring '1 -2 on 04 4 1 This NOA revises & renewsNOAt920-041q.05 ani consists ofthispage I and evidencepages E-1. E-2. E-33. E-4. E- 5 & E-6, as well as. approval docurnent menftoried abcn-e 1-haq 1. (banda. PX Lhaqs 1. C hauda. P.E. Ishaq 1. Cimtkda, 131. Thesubmitted docutirtitzition was revi4nved by Ishaq L C handa. P1. Product (oun-ol Unit �upelvinctr _0A Product Control Unit 1,uP#r1=l-o1 Product Controi Unit Super-Tior NOA No 1 -0., 0 A N No, :1-6:64A k NOA.No. NOA Yo. Expiratioul);ittlz Aprill4.:026 Eipit-ArioulDate: Apri!14..0�*6 ExpirationDaw Aprdl4.2.02.6 Expiration Date- Aprill,4,20!6 ApprOV31 Dat#t.\larch Appro�--,AlDat#: Nfirch Appi rm-al Dami \12krcb Nfirch !14,2021 Pap I E A E -3 PGT Industries. Inc. C'GI Windows and Doors. Inc. "FG1 hidustries. Inc. NOTICE OF AC-C-EPT_kNk-E: EVIDENCE SUBMITTED NOTIC E Of A( CEPTA-N( E EVEDE.NC E SUB]AITTED _NOTI( E OF AC EPTA_N( E: EA'IDEN( E SUB'\HT TED 2, E,%Idence Submirted under preiious submittal E. -NL-kl-ERLALCERTfflCATIONS(.couriuue-) New EOdenct- .1--,ubinirred Quant-it, Part Super Sipacer Standard conip�,nig with --k's-171% I C 5 IS 'Merm I( onductnvay A. DR_kA1-V;GS 0-8,S] BTU-ta hr.-ft:-"F_ ASTM F 1249 WVTR-Pi;_s. ASTNI D39Si 0�vveenPass� ASTM E A. DRAWENGS L Draw-ing No. _A[D-5-570.0 Rev B_ titled -VinN1 Sliding Glass Door NOA sheets 2190 Fog -Pass iSub.,nilied underprelious X0_4.va- j;-0_ffiQ.&5) Dr-.iwm--- No R(,N- B_ wk- \'in -.-I �hd!ng Gla,�, Door N d '0A -dk-tts I 1. through 1-1 of2l. prepared by amufacturer. dated 10-'0515 and last re%ised on 6- Quanex Pan Dura* con4)�--ing with ASTNI C`5.18 TIN-na-11 Con�Jiucw,Tv 2�22 13,17-7-in. -1 t1rougla 21 of 21 prepared b,� I nrui. ifac turef, d med 1 i) 0 �� 14� wd Last re-,-rsed on 0-1 0 1 21 1. 0422,20. signed and sealed br� A. L%runlkfiller. P.E. SiChed. vmd :sealed b-.�- -k. L-aui Nlillk-f� P E hr.-ft�--F_ AST7�1 F 1240 XkA_TR-Pass__ ASTNI D 1434 Arzon Perrnem-ce-pl-zss -ASTM _7 _\ore� Is k:011SISIS replacement of!�aine exv�%u.- aLst--ilLmon scre%,\- f1lat head T11 B. TESTS 2189 I_G Dwabilit-v-No Fow. ASTNI E -z4h Dew Polat Devel")urw -21")IF in 4S ill-, i.5-0409.05�. OCT 18 022 QD 1. Test reports on: 1) Aa Infiltration Test. M FB('- TAS 20 2-94 (Subutinted ituder.V�)ANti. 2) Uniform Static Air Pressure Test- Loading per FBC� TAS 202-94 3) Water Resistance Test. per FBC'. TAS _102-94 Vision Eximsioni. Lid Parlz� comPINme %vith P'%'C -AA_\L,� 30-3-1 k7olrararl- �PeclflcaT Oil fof Fucald Poh-vinvl ClIoncte (PVC-i Extemr Profilt; f0f Vision EXTY-usioni A_E X-- I bv B TEt-TS 1. N one 4) Large Missile- Impact Test per FBC. TAS 201-94 i) 0,Tchc Wind Pressure Loadtagper FBC`. TAS 203-404 A.A.-%L-k Fene.siration Extenor Profile C ertificaTion Proarai - i-Submaled n-piaerNO 7, - 040A 0 51 C (,-VL( ULATIC)N- along with maricced-up drawings, and uWallation diagrain, ofall. PGT Industries= Inc. 8 V 15tom Extrusions. L td Part s con4m�, ing w ith P %'C'-A1_MNLk 33 0 3 -11 1 None Virtual Review Assist, Inc. representative unit & listed below and tested to quahf�, Dowsil -91 and Dowsil 983 sakones, i.Submined wfder.\'0_4 Yo, 15-040q �5i Plans Review Coa mpleted and approw prepared by Fenestration Testing Laboratory. Inc.. Test Repofts No. 0 P%."C-AA1\LA 303-13. Voltuitir.- Specification toy Riind -Pol-y-vitivi CUoride 1tP%'('1 Exterior D. QUALITY Al-)SURAN( E for compliance with the 2020 FBC 7th Ediiiorj FTL-78r.. PGT PW-5-5210 PIVC Fixed Window it= 6 in proposal)- dated 09 03,14 Profiles for %'L:.ion E.\tnastons. b-.- Fene-its-n-tion ExteTior Profile R i '%haall-Dade Department of Regulatarvarld Econcornic Resource, (RER- by Debra Anne K11ahr PX2306 C_ U) IFTL-20-210'r.l. PGT SGD780 Alumimm Sliding Glass Door (unit 7 in proposil) FTL-20- C ertificallon Prog M.I. 2107.2. PGT CA740 ,Uum. Outswmg, C'asenient Window (unit 8 in proposal) FTL-20- 10 Notice, ofAcceptance No 18-1217.14 issued to Energ, Fene:�iratloa Soltition- U�A. Inc. for F, 11ATERLA1 ( ERTIFIC ATIONS C13 2107.3. PGT PkX7620A Alunitatun f��xerd Window (unit 9 in propos-il) and FTL-20-2107.4. their Tan 3040 & light shade (nou-vvhit*:� White Rigid PN-( Emerior Extrusion, for 1 Notice ofAcceptance No 10-030.4.02 issued (oKurara * y America. Inc. for their PGT PW7620A Alununtun Fixed Window (unit 10 in propo&al.) dated OT 13,20. at signed Windowsand Doors-'- expiririz on 02 �04 21. Ultracle.m. ( lear. and ( olor PX'B Glass Interlayer; expring oil 07.,08 24. 0 and sealed bv Idalnus OTtega. P_E_ 11 Notice ofAccepiance -No. 18-012102 issued to Eriergi Fene-stration SolnUon 1_'S_A, Inc lftli -White Rigid Pl"( Evetior E!irrusions for Witidoll D00i 2 NoTlk-e OfAcceinance'No 1--0808.01 issii-td toKuraraN- America. Inc- forrheL, -vGLiJ CL their wrles and s' e-�piringy on New (C leaj -.and 111iro Gla�-; Inteiti% e" eXPIM9 cm 07 042" C. CALC UL A 110N S I Anchor with FB( 71h 02 28-211 -Issued 3 'NOTICe of Acceptance'N o 18-1106.10 issued to Vision Extni'ao-w, L=ted for their'-Browu < vefification cak-ulatioas and structural analysis- conoptying 12, Notice of Acceptance No- 210-0203.03 to Eneigi Fene;tration Soluizon. USA Inc ior C oated (Painted oi Lwninated�) NN'Wte Rigid PN'C- E verior Extrusions for Windows Edition (2020). dated 04-22".210- prepared b-�, tarinufactiirei� siened and seak-d bv their -Bronze & fight shade cap coated White Rigid Pl'( Exteilor Exnusion3 fol arid Doors', e.-,�pifiag on 09 X) `4 - #--a Anthon-ti�L-,nn'.%IWef_ RE I . 2. Giazillg complies and -16. Windows and Doors", on 04, 16. 1 I - I - N cii i e -o' -A,: �_- eptailre N o, IS - 1106. 11 Issmird. t o ion E X t n is io [is ---l=- ted for 1 her st�__s 0 .k-ithAS_T_N1EI30QA4.09.-12 ..V E 1060 Tan 202 aud lightei �hade� tNon-White) Rizid C elluLar PVC Everior D. QUALM- A-SS1_KkNC1 Y. STATEN-ENTS '�tarenl,ur Eym uzion,; foi Windows and Dooi s*-- eypifin.g. or, 1 2 1 0 Nliaini-Dade Department of Regulatory and Economic Resources (RER'�, 1. letter of conformance to FBC Edition dated 04 _`2 i-,sulnd niariufacturer. squed and sealed b�r Antliony L,;nn]%1!er P E F, �TATE.*%EENT- CL E. '_NLkTERIAL C ERTIFIC ATIONS 2. Statenril-t letter of noo fulancill interest arid Of Mdq�endeut issited by rilzalfactl'uref� date�J �,t1tenieq -�rnance t�-, FB(' -11, Edition t262(h cl,:ited C-0,01,`7 mi4 !)v .IT ',et-&f C.f �-�_,Jjfc (D I Notice off Acceptance No- 19-030:5.02 issued to Kurauav America. Inc. for thm IN IS 20- signed and �eaied bvAnlholr--L-,,nn _'O&Ier P F, nunauffa.-_mrei� igned andi seiled b-,- Anmhowv 1-1,un Naei P E. Uln-acleai. ( lear. and C oloi PN-B Glass Interlavers e_xpiring an Pn,-ate Labelnie Affeemitrit docuinewt ber.veeii PGT_ datel 03 ;�11 1: --l-nd !znle-d 'D.v Al Pnvate Labelinz A7fement d_-,--,ed t'); 0S _11 Lvw een PGT Inc and ('GI CU 070824, snvoh,-ed parties. Windlo-,v-1 ind noor; lac signed bv Dean M RuarL P E V P. 2r-_n-cm'eennz. on behalf' of It. Notice ofAcceptance No. 1--080&02 issik-droKut,ii-ii�Auati,ici.ln(. forther -bite) both C0114)alijes 5 -Uis I K lear and IN Gtiss Inteilayei s expumg orn 07 � 04, "1 G. OTHER� 3. Notice of Acceptance No 18-1106.10 ui�ued to Vision Extrusiclas L=ted for tiler "Brown Coated (Painted or Laminated) AN-hite Rigaid PN'C- Everior E.Yrrusion's 1. Tlus NOA re-tises NOA-7 1 -0420.06 (P'�_Tw C�GLarld update-�ro FBC 2021) i`hEdirion) expiring 04 2121 G OT HE Rs 1 T I us N-, C 3 A i e i - i s re s &- i e u e i i s N C A 0 - 0 4 2 9. 0 A 11 P L A , tv ('-'G 1). ex P ff 11-, 2 W 14 2 6 for X%`indows and Doors". expiriug on 09,3024 RE R Test proposals =19-1155 dated 01 10;'Ci approved ty IsIvul-I I C hindi. P F � expiruig I , - 2, The c�uT_-ir i-�Isoclltitd PLA CGI file =21-02(5.01 expriiig C4 14 26, CU 4. Notice ofAcceprance No 19-11046J], issued toVisaon E%taisions Litilited for their 04 142 1 seties -VE 1000 Tan '102 and lighter shades (Non-Allite) Rigid Cellular PN-( � "j, W Exterior Extrusions for Windows arid Doors'-. e.xpuW on 12 -29 21 Lkiq 1. (h.iada. P1 (D Lk,44 I. Chnada. P1 Z: lz.haq 1. (handa. P.E, Product Control Unit niptrii-oi Product Control I -sit suptnri-Or Product C entrolUnit Superii-�or NCmk No No. _N0A No, :1-�O:OFAO Expirat3outi-itt: Aptitll,:�U':6 Expir;%tiou Date: April l4.:;1:#.; < Expir�,itioa Dat*z .40ril 14, 10!6 Approi it D-itiv Mar-rh 21.2-011 Approval Diw Xlar(h .26� 2021 ApprovA Date: Niarch !!, 2021 E 4 SHEET NO. March 15, 2022 PA 1.3 {I I LI E •O ING- 111 ENGINEERING COMPANY WATTFiR A TTLLIT, fit, RE blteut(yyaDl.com :LI'.E. ixaa AAIM- FT. C A I-— w, mw-r9 PRODUQ?-E-VALUATION REPORT REPORT NO.: 20-0728.01 DATE: Ju'y 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Pared, PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFAC"URER: Global. Protection Products LLC.. 48CO S.W. 51 Street Davie, Florda33314 1, PURPOSE OF EVAI UATION: This is a Product Evaluation Report Issued by Waiter A. Tifilt, Jr., R.E. (System ID # 1906) to the Global Protection Products. LLC Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is ding issued an Evaluation Report as described herein, and he,; been verified for 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 Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and condrtions 2. EVIDENCE SUBMITTED: 2>_lAPRQDUCT�YALUATION DOCUMENT (P.�,j; Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", %hapls 1 thnr 26 of 26 prepared by Titteeo. Inc.: signed and _sealed by Alattor A. Tillit. Jr-, P.E.; dated 0712812020 This drawing is an integral part gl�t~ is Evaluation Report. ",%, kEA A. T144 "', s = N0.44167 :*, lr :* �i 0 _ems Si • \� ,,+ h35KW 36th Street, Suite 305, Miarmi, Florida 33166 - Paonc: (305) 871-153(- 11eBi;,. ,- - alf'I t'80MC:LKVALVA3JON gEL(ltt7Ig- Di 2.3_ES REPORTS: . T T R_PORT : Large missile impact and Iatigue load tests were perfolrmed under Protocols TAS 101 2 r 1 4 Florida 03 as � section 626 a the orlda Building Code. llniforrn static lands as per TAS 202 Protocol. Test reDorts prepared by Hurricane Engineering & Testing, 0 1 st ng, Inc.,I nt:.Reports # 9 � S6. dated OdI 09Y 996, #96-570 dated 09118/199fi, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P E., Fenestration Testing Laboratory, Inc. reports If 2032 dated 04'11611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 02113.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P E and Henry Hattem P F Tensile test report No. 9CM-197 ny QC Metallurgical, Inc., dated March 13, 2009 signed and sealed by Frank Grate P.E. 2.: =-STRUGTURAL ENGiNEES h[rj CALCU.LATIQNS; On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as weli as maximum anchor spacing vs design wind load and panel length based on rational and comparative analysis. anc in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc_ dated 11103iO8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. 3.WSS1 E- MPACT REST NCE Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. Ni1ND LOADS RE%DANCE 20 Gage Galvanized Steel Stern.; Panei has been verified to sustain wind pressures Maximum panel Length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11 • 14, AT 5, 17, 18, 19, 20 25 and 26 of 26, of Product Eveluation Document IP.E.DA drawing No. 20-176. 5A INSTALLATION: Installatiun shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 2', 24 and 20 of 26, of PluduGI Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Prod,rt Evaluation Document (P, E.D.), drawing No. 20-176. , I •, 'Ile - �f,9Q_'' --� C,ENSt - - - 'ND. 4q? 57 - S -o • STATE 4F ,"Q: _ a FC0 R�`��a 'r'IN Ni AS,&ONAC� ,,,, IIT11m 3A GENERAL NOTES: e31 IT, ,'Ask FNi F*fSi C`_ Or P :.AST - a ,� ---I OAM MILM a" "AN11CI MI SrD1i1 C1111 C i t ANC Ir4L: Srv-L BE tCM CKliGL To PEX'.I 4,E ua+, • •., -__: - a w I I. 1 P' -. 5 -aa0. r4 C. 5 F�.IL`JC tM uA`:LIC+ JGCUNEN f L J I =a5 B£EN -°" EL r1AT `._b?'1 IAWLE-a ANCtIORAGt 5i l:.E � NiIO N 2) � ME lib 6''i ANO 'N 0. ACiC'tDI j WITH <-4 AOrQ i7t, aQ,tC j CF 1},E 1101t'il6 RUIIoW- GD? Q-, _Q U61�T1DIDD Y11. ��,J.r'trr R@,'7_[ - 0- MSION �`A. LOACAS SIy4.l Be C-ii TINFCI A- PER SECRAC '620 Or TFtE A6'iY4t MLNiq•NLLr t; _htN., A. '1Fr'- OF rIIIE , T, , - 1 7APCiAN ANCIIL .., A5 ET Rr `S . i T'R . 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CUNCRER' H-L'C• NEOUACC. i - RE0,,RED . - I,y: I" -, ) - `3j w voier.y : • i I° - _ - IXRICRETI ,van fnFn 4-E. , ,., v ._. aawP.:.A e.: t T :-acR[T( Awc+rorzs 4 i l,?wE' sRz e a o.c r7-cE A`.:...cT, + ! >ir2E'«. �• i 7lvy , VA, DQrs II Trellhfi .) ,-- x»mLAc o-. __ S:S7 . T ., .>s N'.A ,n 4iET`.. n,MI.T- i , . -C n wr 1 1 .1 WALL MOUNTIN R MQUNTING UILD OUI MOUNTING ALTERNATE BUILD OUT MOUNTING SECTION 1 V.02NA 5ECTION-4 r . I I - C.D. - EDGE DISTANCE - �I Twr*`I ( (SEE SC'-.D..'LE CR. 1.. § .f�muMw,�s, 11 r ;-I" -•i SHEET± 8 6 9' i p R ,. I; ti WA.:. � It➢ r. f. USAF V_ Oft$ I ',49----1 CCS9^' R O . , ,+r I ;, 'A r- '",LI Ip1H1I,1MlN,,,,,AI %)P S BOTTOM MOUNIINE" CAN OE I I ( I - ,tA �R A 7f COME61NED ,N ANT WAr TO S,II ANT I,EeTAtLA^IpAI. - ��k,\1•.. [[,,....f.''.l!... /j "' �LLC.pJ`� E Ia a,� ;,�-C .'/'Si FLORIDABUILDING CODE (M yh Ve-.cat Nurr;tane Zone T GCALCI' TC- _ TtFA = - x - cTv.x TAIua. ,w,DELT. Z4 WGE GALVAMLZED STEEL STORM PANEL �,�� v�I, o-, 7.1 *Z ----- - -- ------- MI'Ar �,r - 1w .•n,..r . Ro * ,A , 9L• _ I, 'ir O T TI GLOB L PRO EC ON PRODUCTS LLC.I 4rian- 1yLElLitfA I1dSt i¢r L NG - '.- H m • r a, (TArE P EMM ! `v*, ✓ A„I - a- _ TR}2T TC.TW4 A (HOME y unWe. Eb Aanr, .w1."a'M�wAr�1r`'�" W! rRn R .r rA ATi1 - P.Io.E t¢x)n.¢ ban. x 'nA,fAra- ' 20-176 SCALE 1,'R f, I "I"'In _ _ -�. un> .'.`_,� nn ¢ cRlor, -).ss1 �. n _ram. . AAA -- r •e•,r - 'a - 21s,wrc `A. -- r SGL: SMMIMNATE 1 n n - -- . E - _ e..NVI1L EYAL.LiAAT1UA' RLMA::L-%O-.It-N':LW L CATE 6. IAD P - MATERIAL C AN SPECIFICATIONS: Shall be stricdy in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document iP.E.D ), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E D.), drawing No. 20-176. 7- LIMITATIONS AND CONDITIONS OF USE: 7.1. Shari toe strictly in wmplidrwe with Cseneral Notes No 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D-), drawing No. 20-176 prepared by Tilieco, Inc. and signed and sealed by Walter A Tillit, Jr., P.E T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sect on 1620.2 of the Florida Buflding Code 7.3 Product shall only be installed into pcured concrete, concrete block, and wood frame stnx'tums- Product Evaluation Report prepared by Waltor A Tiilit, Jr., P E. (Fkanda License No 44167), President of Tilteco, Inc. (Florida CA-OM719). A0ALaH31" N..1,i i I„ir "Ai , 11ltlic� j..-. �}CENSF- �9�-, 1 .. , F t..,. � 4 41 iJ7 k * :*= OR1y7tom'5TATE OF `Q � 'O0.. ';fI'll, .` IRON A„�N ASS, WAPLL D.'1 TILTEICO AOMON RECORDS 1 P. E. REPORT 20 1. (s LOBAI. PROT=CTIoN Pw'130Crs, LE C ,'2C CA6E GALVANIZED STEEL STORM PANRi DRV•G 4 1F,! T6 t REPORT 4 20072rl.01 ,, 1/" f1L E IfIFIt _ 111.1.1171' TE6TIN13 6 ENGINEERING COMPANY `a: r, IL1< ti 111 _1_ ;_,_ 'C IRJ)lC1°1t1LUANTIftc 1�EP- OAL- W Alrk :'I REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY. Sruders PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33W 4 1. PURPOSE _QE EYAL,WYON'. This is a Product Evaluation Report issued by Walter A. Tillit, Jr P.E. !SysterrI ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3t Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2C20 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code This Product Evaluation Report shall be subject to review and revision in case'of a Building Code change that may affect Its limitations and conditions 2. -EVIDENCE SU5MITTI*p; 2.1. PRODUCT EVALUATION DOCUMENT P.E.D. : Drawing No. 20.175. titled '24 GAGE GALVANIZED STEEL STORM PANEL', ~beets 1 thru 18 of 18 prepared :;y Tiltecc, Inc.. signed and sealed by Walter A Tillit. Jr., P.E.; dated 07/27/2020. This drawing Is an mteg(ai+b6lM-106,1Pis Evaluahon Report 4 ASy ,t,,,:.r1C6"',2 1`'"',\CENs,c, Io a`+ *' 167 : lie i -_ ,= T' STATE 0 �o1F `f 0 R 1131 \a4 _ iI ;ro iA'c .; N W. 3nth Street, Suite:305, 1Mfiami, Florida 3_1106- Phone'. (305) $71-t v ibI 't-t>31 1i"uI"IIIIIII COMPONENTS FOR R.EUI AIR & LIFII _ E- SAFETY I - , I, _ `41"' I STORM PANS I - ' ,t . t- - .,- .- i3i I� y�I Y f Cr. 'i 7�-_! _we.L.r S .'•s1.M - Ly1,A,L A le F ' - hi1A:1 A I 5 A _ cl - - ,I. .. • - „AAA'A- "- MH L .Mr' - • -c ,-,X I ':i TA^.- A -.- - -.. I _ 1; STORM PANE!, to END STORM PANEL - ,Pa - as, : ' 75.'.._. EMME:, - '_ -.: Jr-� ._ I a• I _ _ - - ,-., - _ ... - I `AHD =METRIC VIEW DETAIL A - 7 oou ,_ PMINMI r'.URNILR O ENDS OF SANE f1T )IAA q. _ o,P 'rMMLL €xF �2 i � HEADER -:. •• U" FADER .--."-_ 4 ° AIQ E 4A �Wff1 STUD R, ANGLE WITH ' REYEn-E. _STUD , , l` �� 3wo "r- r. .. .. --. - ... • Llrt.�, y,, p.. 5';' jiEX_HOLE WASHE& 1. 6) @F" IR _nt (6A 3/8- 'f_ _TRA<-K 7, Fj,MA/12 [Va1U - - !` , .1 T.1. ", ,r' I ``ASS ,; * ' �\C E W1 9 '- 1 - - 44'67 " N0 '_, AT ", k - ....., FI.ORIDA BUILDING 10CTE (N+' Ik Msl,;.'I, 114 -i.a Zeno) _ .: - ,.. "`n _ �' STATE 0r _ _ r 'I „~ % ,2m2c na._P Ar. , P ' 20 GAGE GALVAN!ZEO STEEL STORY PANEL ,; b, - :. y(i'.. Sk ''i'1 1 n�� KEY H7� AT_PA� .><P� •,,f'�� LJN.•' -__-,# S L- w�'i L' - .- - -. .--,ter,» " .. I�'<r �%1Ne - I N - .,""7_ GLOBAL PROTECTION PRODUCTS, LLC.I rt "X7"Xt/4" p lfi.�.»lE,t.�i" �___ er. s.x- - a 2 - ffr_ b--�: .- TA.,i T(—Sir. iWlaw.rYF GJNRA.RT ,., n. u..,'. s-e -}.:-Ill ,Llai Im r- AaI ns.lms-A---- 20-176 A-LIJIM +4IM_.iANJ.E w'. a � I ,, -- ,In A.0 ;,,., r LL x >,.....- . .. x ..I n.• rw-�Cerl1 n. UE F .•-Te• - - — T- , N r I -� - r I Jl 1�-r or ns --- - -_ _ ® _g _._. i INSTALLATION DETAIL _FOR REGt�LAR_ PANELS i --- E 1A E _CL _i T19.�_FJR I-R&LAM IN POCKED f' INTO._.EXISTING POURED�NCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE- � � I {T.. _ Li _SAC IY-AND_E=Z iiAPIC i�2M_P_A►EI_SYS'TE►A a'. 11 [A —. n IT— 0 r01,Arl M �5 �/ VAu Fit 1a__,.W tr rt. ,, . t I I. 'Al,' I- x a :.+ lam . i- u'd T` All,uwEvult, :+fcyT 6 6 .f �Ers A .,A -IAA. el ,' �� M,. , t 1 - . Calls. _ ",.::.one - r i 4B F rre1.W P'D.A.+FI_ i I li _ _ .L T i i 3 - v-, a L I I -to I 1 I it _ II 4-. _ 1. ._ �`g I E r � , t o r� I y I I 1 T I L I r r I- IT , ct it �,- i 11 €c' .LNG t.a :. r 1 xRL F B -. F { 1 I , I 1 I , REO"EC : E 1 - j w i I 1 J I I y j CASE A (PLAN) rt'1.�1A' » 4� I F I. - I - -l_ JJ1t." ••at». ,w 1 : �_ . �P w 1 1 NSF s �, [ • I �OM.4N"' A Iu Rr '' 3•__.I S ^ '_: - _ SC.S f S " _� (.. ! ::AUF i C -_ I y u - . f l 'I 1 I a :o+ f ,aA Y 1_i b, si 14c I i L ... • t[:ol+' w"r• _,. I -I _ I I -Aloe ,Iw I I- 1 I I i. - y r f- _'�. J19!L i T6 � y I I Y l ». �I.'� • l 1 fix" I I -_ - I_. t t _ ` -- - I K ,p C I .n. ,..> s vm 1 - I ' A • ,I .LIT - ~ I 1 i i , �� T I i, 1'„ L.aT� Pur,Rm E D a (� � (• p�- �.. ..� ,1.x I CCNcIIEEE oR 1 AA' S�5L_ ]L �.RA!i) ti•n I w I"� w«. a F VLN".IPO�h� 1 �" 4 ,.._ .. CASE `D•,/(PLAN) LC g I"OSCRCTC Ni C.C.C�a f Pr�,Iri I [ GLe ,. oA PA.IELw•E --. _ --- - . e e ,. _ Arno.. M—_nA. `-Aa a,a E(MME G -0 .E1.1 a ETTE +Iti.nS ' v - ,.,,a ,.a a rw •� , . n .._«-.,,..,.,...-. ,y-- (SEE SLIW.otus ,N' r.��e _y '--'gL, s,T€zTz e R .o WALL MOUNTING D.E(.) I BUILD OUT MOUNTING i _��P �'11--- SIA NS . h SECT]n� - T :,. __ .,.+e .1 _ .. '' I 1 I d ,<'f;t V'�AII Ieue ,Ai1r C.O. - EDG D� I 1 w"". n�oz,,.m1 II �'r •.1'w. AI-�u Aa :%r (S F _H -t("� �cr r C.-E., 511.1:;. - I.,.Pei , uC ,-wv i. a I •. H'S aI & 9, l _ / l /_ rirr`�a .ASP SCALE -' wJOO 3Abr_ I 1 't 1 r �R I NCW A-nE RET , ,I^- IL r� fr VAA'ir, I- a Ii ) hfTi _fflf CrJ14`HEI EII Dr .. !h F \ / �,.- ✓ ( , , A. P A DS wIr buy F c ' 1 'rr <-'-u = o '- 'v1T1 +.L - _ 1 � MR:A , ,- NA --_' Ah T i r��[ r y �A11 51AU_c_tFL h_' .. +, � [� L� , , , , ,tip, A 7k/ ',, r''r T: - ,dry - ._ - - .. __—_.. _ALi 4 J_Ft: � r -'r - - - .__trM-A[,l •K••,.s ._._._ .SON FE t. -. 1, J•.•.i .� @I D .F,/,.-- OCT TATtAAr 1 10, -6.w -T1 �A{9 ' A R !! a, SNTF- ..' 7 O bay - fI U1�",441 ` - 67 n f GAGE r . Y fl ,►„E nit AN ZE0 5T€£L STORM PANE ST =wR.r rr- I �. SECTION x-x s - - - _-,.., . ,.. .. 5:1r - - = ) - GLOBAL PROTECTION PRODUCTS. LLC. 4 /y(14 DETAIL TOR `PACrRS RE;;Ujs - 1-Q�28 M P,.�I.,M %f J[S� ,--.3R MS-L.1f,14'bGY l]I,1r'3 =i21"e•a, po-r�•/�1M TitAcxC ♦�DJACENT Try ,[`r�p/�L/� yI(t -- p��l ryeSS, ;:f-."- « - - - - �i - ,;1.- i, _, L- S i IL E C O LErz ew s. s ..�:L :ice F ,, ± - �2t,-,7b a :R 4.t w. r __11 II ...... ,--� .,r:r �y . tlri-van »w. I -L_-- _ NA , IIMI,AN -.L YF '_ „�, -t�T; .At -MODLCt a' I :%IIONH P4FNT:Y.0,-727.43 2.2 TESTREPORTS: TES Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code Uniform static ioads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida. Report # 0814.01-01 dated 03/11;C2 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. anc Report No. 0219,01-09. dated February 25. 2009, signed and sealec by Edmundo Largaespada, P.E. and Henry Hattem. P E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section '1609.1.2 of the Florida Building Cnde Teat Repnrt praparad by Am®rcan TO.-ting Lab of South Florida, Report No. 1123.01-10. dated November 23. 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by QC Metallurgical. Inc. dated March 13, 2009, s grad and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC IMota4urgical Report No. 1OKM-1318, dated December 1 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTKI E-8. 2.3, STRUCTURAL ENGINEERING CALCULATIONS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. CalculaLons prepared by Tilteco, Inc, dated 12118110 and 08127/13 (for this revision). signed and sealed by Walter A Troll, Jr P F 3, MI$S1LE IMPACT RESISTANCE: Large missile Impact under section 1809.1.2 of the Florda Buildirg Code, as per SSTD 12-99 Standard and TAS 201. 4,-WIND LOpQ$_ gESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9. 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 Maximum Anchor Spacing shall tu? 9g indicated nn streets 5, 9, try, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. A�Mptl11�1A,1t7ryyA ", Y, .- CFf'l$ • 7yy s STATE OF . c s tHLW-ILL'I- F:YAL1L1U10XRFPOR1KO 26i'•2- 02 i 5. INSTALLATION: Installation shall be performed stnctiy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No, 20-175 Minimum separation to glass shall be as indicated on sheets 3, .), 13. 14, 15. 16 and `8 of 18. of Product Evaluation Decument (P.E.D.), drawing No, 20.176. 6. MATERIAL CHARACTERISTICS AND-SPE,CINCATIQNS, hall s be Ltictly in d, O_,lddfP.e avith -3e eral Notes arxd Components indicate0 on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Produc: Evaluation Document (P.c D ), drawing No. 20-175. 7• LIMITATIONS AND_C_QNDi11M OF USE: 7.1 Shall be strictly in compliance with General Notes No. 1. 8 thru 14, indicated on Sheet 1 of 18 of ProdJCt Evaluation Document (P E.D), drawing No. 20-173 prepared by TiReco. Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as cetined on section 1620,2 of the Florida Building Code 7.3. Product shall only be installec into poured concrete, concrete block, and wood frame structures. Product Evaluation Report orepared by Waller A. TN!, Jr., P.E. ( Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719) V _ 1,� 71, - ,sit•'• �CENstt .., 1-s - a fdt7, 44-F i7 `- s•%4�1 * :*_ WATTLI C _c 0•1 f3h TFiVn AnMCIN RFr'ORpB I P. E. REPORT.20 C A,`I.[;Irb AI- P,Ofs - -!A,.,n (}r 9_ $, i� Q'q- GALVAMZED STEEL STORM PANEL I DRVEG 0 20-1751 REPORT 9 204,7Z7;� O `•. Act C R ti '� �` I"-sS/O.VA tiy, .C, a __ ___ � - - __ ... _________ - - - 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, {�1W/1O. 2W/10, 3W/10, 4W/10, 6/5 5W/10. 6W/11 & 7W/11 r ¢AAA_ .vn na,s. -oR loNCRrrz su —Ile lr o,r _-r a e a I`� _ - t FOIL 1P^ N 1 f l I N G 5 @ 3 v,-� 1' M' ..JA SEE 5ECT•JN5 4R GETS N _....T.. -. _ --- _ --. ._ ..,........_.....CALL �....,,, _-, _.__.�-, _®--,.,-. «C A LL- ... , n o o w I M.�•,L s 4 --_�-._-.Q _,- D• _ ._.. __ __ __r __ __ ._ 2 3 A.: , — J T I b I ED • b i +� _.. ._..-�_ f _.-_ ____. 1 „. - J I I -Raid EG RANt.S t., BOLTED PANLIs w/ ,/4h^0.T _ _ I, [SEE s1EE'N_,Ns A S.S. N.S ,'DEALT W/ t/E- % 3/SY r yANIONUFS O CA MR{.AP A P •'CAHLF) I t1 ffiEC11�x5 w5 +1AIPUGef1LF) a II y I - Eg I._ - .. .._ ., .- i I- 1 4 4' 6 �' 6 . 6 or _ .____ _.. _ .. _ ._ �J � L � 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3 - - _A.IW/10. 2W/10. 3W/10, 4W/10. I-00.6/5 I5W/10, 6111/11 4r 7W/1I _ ,f,4FRS F04 CONCRETE ICE SCNEr.L11E ON SHEETS a 6 Q FOR .iSF1 SECTNN` ON �-CETS lO A I - REGULAR STORM PANELS t Ar 1A ELEVATION 'INI OA6AP•-11 RIQ E VALLLS • M ----I. --- , - 11 � dF - Mn ru I P-1 t �'e" A �7CLI,, y, � ,`j /I "y'R , * EN �9 fLORIDA BU7L0+NG CODE Mi.h ValocPly Nurr� - i- - c Zona S S. `ill ll :'1K1'l. 'n+. I NO 44167 1 20 GAGE GALVANIZED STEEL STORY PANEL ,;Z I,, it .SL TC ION_ A-Ar * `= ---- — - -- .I/N/te2P GLOBAL PROTECTION PRODUC N T S r ., ATE �i* .- �*- s '=.: ' I I L'I E C 0 I N C ,' T51 LLC.. "' _ ,atln S R. 61 STAC£T % O,rA'-,;t+ OR% 1 •;'G n`i. 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WASHOL 0. PINRLD NLRETE ;xcKCREIE RC'ONCAETE BLOCK EC ROR F CONLWRP RL04: JIREC Y.EALL__MCUNTING_J1'ISTAE LATION WALL.t,-.6A�UHT`ING INSTALLATION SECTION 5A SECTION 5B 4 R.E4ULAR �'f1AlEL 4 LIrE SAFETY -p,��L ---- 'd'•• In'• wclaR TOR[ ri"c:"" r""�mis':>u�a,+i�r�1s nrhp�rr�� rI1At[ Ip.LLTeiO aOCATII ON ,Jtlil P ANLx� �Avaci MO THIS m6[ IG ' CE '^•^'• M 1 •e1,R - > 3 I: a SC.dDulr fnfl [.D '_ESE ifV :,NG IT[n ON A SfW`� RrVICI ANSKNI SPACING T WI R 4811e1 fi on ECBAE0 RIGIIM TT : AKNrLT1IC ON r .xH>--I�rmc�Ac1 OKIbROn To CC POSS.ti _ _ SPAOMG W-A. a us=.c TACTGR SHALL NDT Of ,ESE THV• II•IalllM SPACW WOEATI , 1 RP WA M(Hae TYPE CN IHKI SCWW,i 7' '0e IID No.44 - 167 Q'. L iATE QF � I OF r- n �1 < P r r6ALlT5r%iAIIHw:7Ait FLORIDA LOR DA [IUIL01 C CODE (High Y IOc:ilF Hurrf can• Zone) I o7DRT 'ARCO. +Hrt. 20 GAGE G LVAN. cCC STEEL STORK PANEL Der.N F O GLOBAL PROTECTION PRODUCTS, LLC.I evl. 't INC AeLR IL. 5, p'A, ', ` "r'r m p�bNd CdfYiv r,a D.N[. R >11 20-176 A+rA rl •-� 1si An-eSy r« IwM IMr t]I-OOCA11e IaK,RL. tas.� T>rAa rAF tsa._Yee-sZ, l�rr-ieni TwTeiy v,w'"-__wn I ]reAAK. � fiUWM W:.'_ ,AI E-7 hmkGST M 6A cctrM I E-Z HANG SIURM FANEL SHOWN 0..4 INS AlfNINDW ErdAWA7IIN DOCVI (P.ED) HAS BEEN vEWCC)) FOR CexPELI 'l 8.1} VIXII EMBEDMENT O rAPCON ANCHORS AND PANELYATE FEl/Al:. iD & PANELMATE PLUS INTO CONCRETE Ar cmr—rr Wr, T2n r, H, 7n (I. EorP9r'S N) TI iW., FANG rn" W D_DMA `_I ICE I I/.' DESIGN wwD WADS SHALL BE OE'UEMR&0 AE PER SECTION 1670 CIF ONE ADM AIEMONE7 COV , 8.2) MI•MUM EMBEDMENT OF 1/4•4 X 7/8' CALK -IN ANCHOR$ SNALL BE K 7/e• INTO CONCRETE FOR A WIND SPEED AS REWIRED Br THE JuRISPIC70N IIIHM THESE SHIFTIERS WILL 9r IN'S'A.LFD AND NO EUBEDYEN7 INTO ANY FINISH MATERIAL SHALL BE PERMITTED FOR A OAECILONAU FT FACTOR Kd-0.85 VS�. 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YKI PtlIM nai itPFdLi1VN YP OC Pe55111iI..ClLl70 SPACING pK`Ae t/5.t1. 1AE7PR 4NAii ✓J• IE LLSS irrW wr,va SPKeY, WC.K:AIL rM [A[N 4MC K)L Y++- Dtr ftt$ 4f]•Ci,rLE ANCHOR TYPE..c.. 1/+-• !p'a WNa. I/••. .a• � RNrt IYa} a,NnL IpL T.«N ,w.I tJ.'f <N.-« �4.-wencw spbly (�) , a , , 7 ,n' ] •n NRhLGtM fCOL aLf.1,[R C°J ] , r� • dRS'tRNrffi P.a1 mrxTS a -EA: , 7,rr' !rJr' ]., ,?IT z DeFA}w^F EG.} Acilylt,€u rAaroR _ -I , Io I 1. ' __ o OM E _ CY. I X _ _ _ I ! aDe - , . rn _ eA1 W_ -- AS - - lit MAX D. A.c'YtJG.,K ONLY YALiL+ WHEN SPACER .S USEDSEE T f AA DESIGN LEADS & MAX PANEL LENGTitS 'WHEN SPACER IS USED. jbali_!i e A.S.D. DESIGN LOAD W7LIM1311 PANEL 40 P5F ON LESS 6 -8' 40 Psr TO 50 P1.E E--• > 50 PS: TO 60 PSI` 5'-10- e IAtiX PANEL LENGTHS ARE ON T VALID FOR INSTALLATIONS ,t INN„,,I'll wr soon SET ANCHORS & w/ a` SPACER AT ,z ,,•a- o.c . '" \-�GEIfs .-� FLORIDA BUILDING CODE (Non High V•,oeify Hurricane Zone _ 0.44167 r I ' - -'- 14 GAGE GALVANIZED STEEL STORM PAWL LA.:;;IT, p:. - STATE OL„ . �L��E C fl �N� GL08AL PROTECTION PRODUCTS, LiC.� ,p '7 • ,t` I. •' 2 DR{ D t 441,14, t"'m asM YPAN 1 IUL A NC No C 1 . F Oe 1AL rt av• J D•1R. rn.. [ H Y rN,aA'. fMv, -YPa>. a S• -. ).! ' u Ir. _1 O 7 z 5 Dla art w -_a._.-_-____�',-' ,n.An ovos"sw _ .S-r, , — . flONb tx aa;d]t = - _ _ !xr '.9 a ,. IN�jTAJ.LATIQN UETAII.S .FOR LIFE SAFETY PANEL 1 INTO POURED CONCRETE_ OR CON-QRETE 9LOCK STRUCTVRES xL ( �AB • „i - W YG PE.1 IAaUM - F' ! I /{'f i M V LC CCMc �i tsg{, - €Xry`IR€D I;k RE"t cP ANL'MOR e 9 p E ttoNcREtt OR /.NL1iQN a B' G r (JNEs+E't aR ANCHOR a 9' as ca4EREif oR C wE"I k'_l ['x COIYiiEETE @LDL.K S,Ot2CRCTE fiL C,CN LfXECRET'C 9LD0ti a„., .PF7 REDuIa[J. �' I FI€OU@DE"4 f�OUW�'®, i j. i 2 ;21 I 2 J-,-",,�41—ii�,,��i; /�, � -�' MA% _r, _ YAK � II AI+)c IIaK I 1 I i I R 1 e :- N,n 1 I I 1 � , ( a Ext577Ny.I 6FMA�ION -I @@y I/•'.-�.t• I a f 1 I/+".-aA.f' E%15f�i1~ TFaaA'elC%+ -I k 1 /•'•-N,.. rI I .ru -� ) 5 ee•..vr•; .fif @TABS- I lu' � 1 f •n . s� E%tSTN.`p ' � 5 S R..R e,� CRASS o GtKS l -1 l �,: a>< . I.. 1 - I �' f IM'R.A^ � "/ II AY U dtC,R rlASS "A f _ F p ix .TQ.,F � ,ll+. P y A' {A r t I :,4rn. ivc. ==�XI a 'i t I . I I T i 1. I I � tl / r � u�>II7A. a to r-el U i ar _ � � - i + _ n IIj _ u ) � I 1 I I. � Y.. L' YWt rK,.- 1 1 L IIA%, 1 tI 1--'�k%! .fNi.1e• fi' F=ANTI. If RGTn ® t�.1 1_• PANEL �NGAH T 6- PANEL ILf.Gfr- - r E.-tyA, KNI nl I � {SfE ELCYAPGN B 1 f i ' t, -;� >nC£+ 11) I Oar SNFEY 12 R 1 t i 7KRAt� ii � � I 'SEE E:NAnr'. u IT11 I + ) R a' Yln 1 i ) 1 1 I 6Y( Strf=' C :� I I R'-'SfJ'ARAIIQN f II�II_ACCLASSI tl 1 I I rI 1 ! I L•. ! 1 II T L - A 1. ..; � � �'r t 1! r 1 L/i f i I I t A d_ 1 � 1 ,3 , i I ' „ _ A :01-.4 •. - ears-`!4 I /;•' 4 ,k 4J ' I/''i'e tAPCON - /.,. iAf'L:LM.' -,'• tAPCKRr I era-i+. • O 9' ; C "Clop O 9' ul: aNc+•oa O' 9' O:C. rrC'NGN TO 9' I? C ]r'LG K,„Tii, CE,hI!:Rti +.R €%5iutrG POURfD CON,PC iL C,ae Ex15NNG PJ4,IREG fONCRETE 1N CYtStlt¢, wOURED CGNCREAL DR '.O4CRL"€ 9l DC. R€GL REG COw +E?f BDO:K REOSLRLG. CONCRETE dIOCK REOUIR,�. CONCRC a BLOCK REWIRm SEiLTtGN R-tA SECTION R-18 -RESrUlA-PANLl,3 4 TIFF SAFETY PANEL 4..��LIEI.S 4 LIFE SAFETY ANEL WALL MOUNTINGS WALL- � S SG.E aYa. ,- ,,Apt,..'+'Nhh•/ t.w: ]/b-,� - W i1M[tS s5 L 6 rif A`{NJ.-1 AIRZIgt 7TR 1j4 ',rM L '+✓'%WL 'JR MtALLArC+4 .N'O f.3�. OIeDnIGS - _. - rtrpN •STOD .N,.,nw aa,..,..,s -1w",n,a ,.Nis,.. a.ar•o h _ -f 3 --- OfJS .2G,f M [GrrE ANCC M E AiD ON i cml,r.lr ( •RI•rrfb 6P4l In/ 3 pU r A ' i uw u o € v u,s IAewcAnB pu SCHEDULE RCDt,C[ ayCNpA <}AGYNp •nMK/N!AIII CeN.'•e �Bar1, (PNy __ 9 9Y YJLIFLI,ND S•A:.f,G dlv}RN Ott Amk mz ontom M - ND.44i87 = - - FLORIDA BUILDING CODE (Non High Vdoday Nurrleen. Zoa.)i '�t : * E L"� r`Tr=' "% 24 GAGE GALVANIIED STEEL STORM PANEL rP , SrarEOF tr ___ ______ D4NPr.. =••'`20R �,�__, LTiL E�,c\ GLOBAL PROTECTION PRODUCTS. LLC. °'/r',`,y70i0 ��/ONAL s .ccn..e .i.i,.cAa.«, Law s., s• srfsLl - j____ ` ,ri rel,Yuce rm ( Y.u:9'vaTtR4/d,t! G-9opeY e w PAN IN5TAL_�T1_9� DETAILS FOR LIT=E_SAFETY PANEL : 1 jNT„Q_-WQm,STtZ t; CT_U RES I -i - -� Ir00D rrEAO€. (( i' RFOUNttD -' Auv:,gR O o' c Y MA"'u. R I _ 1 1 �� 1 1 f`J I _ F I 1 I I rl 1 1 es wA,s •,� � I U o.�,art,� (c4 tp reN3 b All � I I1a61+I acR r-••i I 1 � IIAg .. / _ ws.. I 1 A-"+r- _ENGiN .. 1 1 (S,:t ELfYATIDrI ' _ r ; CN S«EF' 12; 1 , , I I t !I 1 _"5 ; I � 1 1/a ' I '1 S 1 • I • ,: I>r oC " P O '1 +/2' a.' E ALTERSAKIYEB=3s4Y -gE.Qu1.Ae ' N�l-HII.NSPS I-F L aNI rw,D D MM Asa. ( n,rG. Yr' Lr PR-5D4c RATINGS IF, 3,') AND D An Ei. 7H LEN GT HS AS ;IER ELE,'YA1 Oh ON $ FF 12, a FOR NEW w+Lr(,v FRAME CCNTTRUG31CD+r. won: ' ML'M(SERS 10 DE SOUTHERN PINE N. Z, W/ SPECIFIC DIErFSETr U4 v.SS OR FILIAL _ fIEb7G NEA;,(k - REOU!4m ' ANCIIDf1 •, 9' DC T NA,L 2. P I , Mir, I r � n I + E _' ,1 , h SS 9a I. = 3 , n P N � y ` II I v 'L KA% fl j r i (SEC ELEVATION ❑ II F r li ONSHEET 12:. fl � , I� II----,4FARA r,C>N I II A c.Asa (' t I I f• -- T T C : 'I F • r• aY7 Br. il { !. v w>rw T( ' ' AAr.NJR a 1. Il" GC r I ALTERNATIyL _R-iBW 0.1,fFf__5AFiLY PANEL Ai�,,\GENSf '%s' -'' - Np. 4418T FLORIDA BUILDING CODE (Ncn Hlgh VeIDr:Hy Nurrlcan• Zona * .o'. * _= - STATE OF e7exl RTErA «e _ 24 GAGE GALVANIZED STEEL STORM PANEL - rP_ ,.. tC•L4 ._. . ,a•eiI ,v iOlLC1 ,1 a le N N U L L = O (1) C Q. CIO 0 a- O -C3 O U O � .— � C O It- C)- — t__ L O ^, W i.J = O O LL 4- � V //•• EI�� iV O O y1 -- vJ E z z W J OCT j 8 2022 ,/ I Virtual Review A sist. Inc. ns Review complet d and approve for mpliance with the 2 20 FBC 7th Ed i Ie by Debra Anne Kl hr PX2300 -I.(D .J P-) -+--a U) O C/) CDL 0- Q (1) }i = (1CS O a Ua) (y i W Q z z Q J SHEET N0. SH 1.4 in -E7 I/ I a, P"EZIW/18 AN W its iTENN,141 Ell. 'C -B! 9 .9 H Of I - 2 wi r L71 *EZIW� '18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL _1, SYSTEM I L'Al a VOR, wh 06 A. If SECTION A -A N 44167 No TV ENGINEERING FxPREs_9' PRODUCT EVALUATION REPORT Seplentmir 15 2020 ApOcalto. NuTitie, I _700 I - R2 Ex P".ect Neimbe, 20-31543 Product Marofacluver All Arrernican SINTherE, and Glass Manufacturer Address 15Q Donne Road West Point Beach FL IU09 Pro,lact Name Dv%virition 24oaGal iiIii Steel Slot, Partaks. Large fAssfle, Impact R4psrslant Scope of Evaluation: This Product Evaluation Report is bernif usuW in accordance with the requirements of the FIDITIEN Cepairlmout of Business and Professional Regulation (FIolida Building Cmvmislsmclr) Rule ChaphEr 6IG20-3 005 F A C for stalewKIP aocepitance per Method ll(dg The product noted atterve has Deer ["led anclof evaluated as surnmenzed herein to show Compliance, with the Florida Building Code Seventh Edition (2020) and is for the purpose Intended at least equivalent to that requited by the Code Re-evaluation of the product shall be requited following pe"M Flourle BaNding Corffi modificaboris or r"flolor's Substantiating Data: * PRODUCT EVALUATION DOCUMENTS pie drawing 920-11543 titled 24ga GaNarTzed Steel Storm Parrots (HVHZ 8. Non HVHZ)' sheets 1-5 prepared by Engin"finq Express. Signed A seaoa by Frank Borrinardo P E is an integral Pon of Past Evaluation Reeort . TEST REPORTS Uniform static %truclual poirtontlance has been tested accordance wall TAS 202 test standards per last fapDrfls� OBT-ASG-17 001 by Dackwaler Testing Inc L.W k, Trip.0 .Irloti- and cycAe baa3nng perfermnrca hee h.- t-td ri-Nthee- iv,ti, TAS 201 arm TAS 203 lost standards per test iepixl(s) SOT ASG 17-001 by Efteckwater Testing, INC STRUCTURAL ENCHNEERING CALCULATION Structural engineer,;:) AJ,,Er,vh, have teen piepwed whICII INNIANale the Product batied an comparaluH, anal., aborof analysts to quality The follevong co,gn Culture I Maximum Allowable Span, 2 lArrarmer, Allowable Son-- 3 EArrimum Glass Stiparat- 4 Anchor SpaorroE 160 SW 12'- AvtilLiF Suiiit 106 DFIEFIFIELO REACH. f`ftTo4 3144.ti (9541) 354 0660 1 18661 396 9999 f,r--AIDA 0t)ILDINC. CODE :Non FhWk 24 "GE GALYANIZED 57-Ut SIORW PANEL 1 GLOBAL PROTECTION PRODUCTS, Ll 1L EC 0 �Nc C-F 7. Pave'_ UI ItilArintricin Shutters and (jlas% 'Llptiakanited Steel Slorm!"ancls No 31% increase in allowable stress has (YEwn LOW in the ansviri of flits weduct Separation lium glazing is ncA required for rnrlilallau,ons culsehi of wind zolm, 4 and essential facilities Impact Resistance: Large Impact Rersl.roe has been derrionslialf1d as evalenrade pre,noosty Wed test reptiaw, and I accounted for in the engineering design of this proclud Wind Load Resistance 111u, product has boon designed to reust Wind leads ft uideated m9u, span schedules) Do. ltH ,e�Hvecfbve Product Evaluation Document (I e engineering draverv) Installation This producT stiall be inotalled in sinct coulphaner wri its rospetelire Product Evaluation Doorterient u a eniffmarenng drawng]f ".9 with all Components voted thajeol Product conincrelft shelf be of the Trilateral so"ad in that product s resviectnie Product Evaluation f}ocAurlwnt(I e unaraiYn-fQ) Limitations & Conditions of Use: Use of INS product Shelf be at strict Accoroance won the iespoctrie, Product Evatialtern Document (I P engineering draverog) as noted herein AA supporting rest sleucturest Shah he da,signed to ursml ON supilueriposed loath and shEIA be of a material Relied 'nlhmproduct afespectveari ftrschelule Hint stnxtJre conditumnswhich ate not accounted to, in fivis product s iespecove anchor schacule %hall be deriNgered for on a site speodc bases by a Fogistero: pirtuessional engineer AN componerits which :r* porrionentlyeristaNdshall be olotecterd agairtst Coe"on Corternarafficin wirl either such L damage at III unues The; product has been designed for Use within and outside I" High Verfocrty Hurricane Zone (HVHZ) RcSp"tIi,Ik I-varil, Bcnnardo fif: Etic,mENEERtENG &PREss' ,-PIE-11i"041i Celt ALIth 988C 160 SW 12" A,,Ekuf S,wf 106 (ItFIETitt, Ot-, F,..tE,A 33442 d9541 354 0660 1 f,6661 3915 9999 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURE�-QQ-NCRETE---Q.QI4-C-RETE-aLOCK-A-N..�AQQD 51RIJQTQRF_$ 4't TAPL-f-Ue 110'rie I I A L L NO A R. C T Ark, 4 RtM j 7 CONCRE7 Or, CONCIRI-ri. KL'Lfv LIT— - WALL WOUNTIN aECMQfi_1Z1 SCALE 318- %LiN PAU,.L_ LEI 1. 1AL-L, Iul El A,_ IL -' C IRRESRRAT,W,L PANEL 2 '-IN NEW N(Nitj -AWL Ca1EIRUI_iJ;hI AZJV1 MEMBERS 10 EfE SOUTKFE% PINE '40 2 W/ S> ff`lt: [TENSITY of 055 op rOCJAL oOt FQ 7 41 z 2A rAOE ,ALYAN1,7ij STE", S70RW NLNEI IF _,,k 'GLOBAL PROTECTION PRN 11LIEC0,AIC IAT 0� WTI. �LLC. L F.cabi T _4 ALL AMERICAN SHUTTERS AND GLASS I MAXIMUM AVOWABLE 24cla GALVANIZED STEEL STORM PANELS 1,HVHZ & NON-HVHZ), DFSTGN PRF;SURES � 'i DFSTGN NOTFC, eY PER I .J:AP7F- ^W t1I 7- I THAN a,- GENERAL NOTES: A" t rKs SPEi IFICATION HAt SEEN OFE TGNED AND Alk.1- IIE FAARICATFID 1, _LU RDM 6 *11. THE 7EIN L%1,DA CODE E K � J .,T 4 Noh [20A �kf!� es"'t 4 r-S 201 Q AND TEST A11000LS CO"rUCTOK SNALL 1FIVIES11CAPT F AND 1;mNMoBPE 70-" UXA1 StItLollli L(IIII! ANENDMENTT, INNINH MAI iPPLY G-*--TC.N frf?tBEYOND G STAIVO p,EFEiN MAY AE"f LA !ILVMC A, SITE OFECIFT.'. I;EN.FC, EnMNE NO 31103liv NCRF.:F 1. 41,1.4WABLE STRESS MAs SEEN LISFO IN THE. Y5ve W A4CNETEiLTINGINEEF OF RELCKC, FOR rHt PAOJIK7 lismocruRe lirtH Wnic" TmIs nisirm is Vier, SHALL at AispntvL: INIF IqTEC-Ali Ur ALL SUP VC;IK G.UREACESi 10 THIS DESIGN WHIN SHALL bf L .111IILDINA-LIT a' INN PERMITTING CONTRACTOR. 4 SITIrsiAlf STTE-SPTCIFIC S5ALfO 1W IEiGrutlANGS LW PEJqjPfC1 U, e T& .1.t. LORDS, " � E, C"" k 0NTV_T7H1S VIGRKER FOR ALTEEi, SAUL CALCUILATIOtS AS 8! :iUuuio LHrT ATLIO 'ERIEN IS IritL A.. Dots NO, I— ZLII, ion PITON' .. Fgaofol IN P-IT191 A� TO;'- ... TSI-esEt. Tms CSC:CUHIN` ;RC5 V, 11 1 . 1. ... TIFNED r7_\ I YPICAL VERTICAL MOUNT ELEVA I ION %ADIVIDED 8� N 1.5 IIAM, ' -TOR 7 AlrAg"INORS 7Z r 0A SREATOR SATEIRACE 3 jlwf�ts No"O (T, E krusf FASTENERS 0 o A�V P E �ADMIU. PLA D OR OfERWISE CC,AR RIN RE -A- M.IFRW ANDIIIAktL IFLYi1TP `5 1�71JTIC MR STRUCTURCS' SECTION 1 3 BY THE -LVNIUU M ALUMINUM AZ�; MC &ANN APPLICABLE FEDERAL, Sr ATE, AND/OR IfIF hIOIUNT UO( 9 AUL�RM FAMR,.S. LL SET STREEL MO 0: :crynIN "hi As REQ'DI SPAN ANNE TRIM T7IL; 9 M53S -.177tZ AT' sl""' 4"'1 ""A ME` STI lz it.o I �AGGOG LILI VNES CIPPRYASE 11 BE rTW SFLEIb DO. Tom COMM"005DICTA7 PANELS MAY BE NOU-4-MVERTILLAULYOR OFLUOKTALLY I,"LIC J Llf, M AS ABLE C-Te M�O VRA I s tieuc o I 'A '-.I WON CRA�00 C )II-RElf ONLY INSTALL ALL A CNICRETE ANrOHQkS PER THE' T QN X. RiSinnit" -IQ INSULATE IF RLI MBAR MATE4R14S 0 ri�Mlly. A UE iaa -085TRUC71011if NW TO A EMIT 04, RSfALATFEVEDtIERE�CNALMATErS;TQ�TU�DESIGFJ�� NEC" C __T E _-7 at Li TOO, go 5 FOP - COST A A(FCE Dh -tECALrfFia AY., APiiF I FEE& AK-V�111C, MINI MA,TERJAL, AB 7- TtSY.TUM Fit TM4, A �01_�TPLICTMN PA�CIil IiYI CNIN Tlf-f AS "fQ of VC 14710,il OF TitlS WEP7ASE(Prill�, jil 4, No� .. N . Eo,r-L ","OF H. G FtET G -IIE - TYPE AS REQT8 E;,; - 4o. ttm From; Aw., CIA- SE, 410 t, 1, rAS _1 h TA 1V T. LVA�_FREL AN, H`jVS ARE USED VIHI'I imA SPANS ABOVE A 8FLOVII ORSTkL1I IV WrIPLAPS 0 MI DSPAN [USE VISIT ECALCIO-31W VERTICAL MOUNT ELEVATION /7"11 (NOTCHED PANELS) ltlm tgowL% rill Leell 0094" mv r G �J Yt II vA D'"' AW T112C62375-J pC, Es 062' -L t UI i 35 --020 25_ .opc- :.ex- KA I in)- HEAPsa V>V El 31 0 311' rii L. St.)•1- 3 cl. 0� 1. %01� 7- o 01 155 5 001* �g L: 12.5m, PANEL COVERAGE 0 '50" to & Fly L�R� Fl.� zL(� A. 50, 04_QV 979- FA.11111,11114T.- - F I DTI "ITT ooi r 71"UNI. 055' 250 1 T- If �, 1-4 _j�_ a,0M, art, lir rip TIP p EUN_B__CLJI Tft� 0957, IT . ssr FN P oa2, =6 'V4 4- O"E"P MAIL .25' MAW Cr ULj I OoIr ZD1 COD, Es- MIA, I ry/ A �4.40_Ti, tL T_ �-, Tid NISgy if -f.- (a) -0 > (3) W 0 Q_ 0 0 7 CY) 0 (a) 0 - M 7D cf) -0 0 = C__ -0 CU LL_ 0 > Ln W 0 M M -0 , 0 _= -1- C/) LL Z Z W J Virtual Review Assist. Inc Pla Review completed and apw�c, for Co liance with the 2020 HE 7th EdiuO iy Debra Anne Kjahr )X2300 ANCHOR SPACING SCHEDULE: -4 2.3- EDGE DISTANCE 3/4- EDGE DISTANCE C ALLOWABLE PANEL SPAN & GLASS N.A. • AEAAA -.17 forsouler, ANCHOR TIFFS SEPARATION SCHEDULE: "Ne"Y", s is A I, 1�1 CANIT 100" it' 61" 1 S. ILE if, I 12.v 16�0, I I (FSF T 1:1 c I F,t A I C I c.1 re -EA % j, 'Ir[. --- - - S6 to - I j It 612 12.5 11 1, •4: 1 1111, T60- > T At! 514 a$ 16 0 a L 5.4, 12.5 1.0 KV tZ T 16 11 14 1' 6 1. us LA w 1. 6w . ir -a- A 7. T, 7.T. � I F" C'. IT �. 1. .,. i. I ril. Iz A. F .. I 1 1. 7. Y IQ --.a 16 9.7" 5 6' 12.7 16.0' 9,7' NX- 41 12 5, 16,0- jiril 13.v, 11 1;.. rL .-C, scl� 41 1_1Z 5 $6LC" 14'1 • &I, J_ �t 'A 0 T 1. T. iz 5- It III Ei-s" s._- 12 5 it L" it 9' 1 th ar Lt x 4B Er ie 11 r. 9 4 LZs' Wo' 12.0' 1 D" 5- 1, 1. - itor' ll� Cr- 12 1" 1. ri' il s 12 % u, .� I- it, ,a, $0 cit ,,I I'D I. Ll it. TN wq- 1.5, 6 16 0 A Jt_r' AL. 5� AtE� I 4�9 9.5 1 If's � 164V 96 5�6' U S 9.6' 5 fi 12 5 16.01 9.61 S.., Ito t5j, IT.- 12 S'. 111 5'. law 1&0. 16011 12 5 is., ti. a, i.L vlml ON Ito 12.5- 160- (is" I..sr 16.0" 10.2" 9"' (IN I" T.- RE; 1, do A .2 1. 1.." A, �O V) L.-L I.. a I—- T '0' 2stv, 13 T 125 16 116 112 5 16 D' It S' 106 > 48 t2,5 Ifi," 11:4� IZ-5r 16.0. o" """ is ED 12 T. 12 1' it 0 7] * � 52 12 F 16 1 1<, 12 5� It c.0 lOu I St. - is a" 126" EMSED 31 tz 5� 16"C' 1106,11 __ . V� � 2 1::o", IX-11 E:.`1 I i A Z.. 6.0", 5.11 1 lt�L IKO 5.r 1 5. . 41t2 S" 16 N' 15.6- It.11" 31- 1.2 V To' . 5' 4 1' 1 ZS' 41 1. .... 11, 1-1 -7 Or WANCiiJ, it� I 15� tb SA' 12 5 1160' 15 5 5" 1,2 V) af C.. .1, .. .. 1 5 - 3 5 497* E2V 4 MnTW LKYEREAM .. 1. 1% -.( S I 1� `C T. III 7F, Ii 91' UT 16.0 .1 1' 12 s, J16.0, I$S" 6 �15hpp 1. V .1 Cr 0. 5 �r 1;7 Ll UiNtl` 31 2 -T All ANCHOR NOTES: If WALL NWT+ 5-1. 1 ANCHICIELSO-COULEAPPLIES 70AUEPRODUCT'SCIERTIFIEDITF-EIN, OUT O`NLr PRONJIDES I�PAN SCHEDULE NOTES: KAXIMUMAU-OWABLEAhOiCk$PAfifir KAXIM-11`1 ALLOWABLE SPANS AND PRESSUP156 IINVICAJEC Z ou, 1. Sa ♦ I N 'PAN "CHEOULE Shi APPLY. I E11111 ANDICIR SC�IPDUUI MASEDIXI PANEL FASIINIR SPACING.THE E 4"T1 G 511UCTUR, tt� ILI 1� 11 1"'m I A! AS 9, WIFERIAL a ANCHORTYPE 5eLE0 DESICNILICAIDG61EATERTMANOR EQUAL TO NEGATIVE DESIGN nc Z, SOAL ULF I� �i I 'AE1 ''M �13`TJ UTTER AND SE�T SPAN GREATER 7 HAN OFEL EQUAL TO SHVITTER SPANS EUFGF LCAID ON % 'T )AD, T CONNECTION TYPE MEDONAPPRJCIPAIATE "XIIIING CONDITION! vSEE MOUNTING DETAILSONI LLI �g L -ILLs• - 4 3 4 1 PAWL FASTENERS' ARE STUDS LSET� IN CONUUNrTION INITH ALL MOUNTING EMUSIONS ETC) - 12 1 St" j .7 '5- 0. TRACX 5TUDDED AWAC. LISE 6 25' 0 C PANEL FASTENER SINI 7hW VALUES FOR '00O sz 4:2512.3r, Aj" 1 4.66125 10.7, :25- ALI, '"' riNO '11' HEADERS (Ire-LILDINIG DWILDQUI CONDITIONS) 0 L!M;0 ------ �4; 11 6,2 4-l' - "Z ANCHCuG SHALL INSTALLED IN FOCOROANKE WITH MANUPAC7TUREAS 1., S. HOLLDINSLOICH OSTSTRUC7UNLISILIALLCON TO ASTIM CSQ OUXK Nor f, 13 LZ �T IINC I. I- I ii, !�. � 'a.. FORM A, "vi, 6 JIGNIMUM 04,6EDMIENT SHALL OF AS NOTIM IN AN040A SCHEDULE N0110 IV. 41 1. V j6 TIP 91,1- 121�5- 16.0, 74' 6,3* 12.5 16 0, Ta- 7 t Im A _-L ......... A 49 iij F 16.W "_ 79, 1215- IS 0. 797� 6.2. 12 5 if o� imim MINIMUM EEMECELIENT AND EDGE DISTANCE EXt`LJOE5 STUCCO. FOAM, SEUC�, AND OTHER j, NZ 12 5 16.0r' &2' 72 1Z.5 16 0' 7.7 `IWS�ES WALL FiNISME. SK4LL HE UPHTLD FO 1/4* MA,N &HALL BE VERIFIED BY L);HER, TO N, e.2 Lit S 16.0* ?.;, 62, tt" "n'! L 12 r If. CH 7J' 6 2" ILLS: 4410- 7 " 62 1 JL2 S" 1604 TIN ADEQUATELl `TRANSFER LCIA�� TO MOST S RUCTURE "CIVIISTI.Cro"DITIONEIt.-VA11Y FIELD 1. EPHI 21 If T, I`N� &4. 5.9. d.Z!- It 5 - 1.11 SHALL", RE'DED 70 UN-CUCIrED OCINCRETE ONLY U) 4� IZ 5 23.4 � 5.2- 40- 9 V 1 0 W141716 UIS.IFEC STRUCTURE IS 171.9 Itig _12L VERIFY THAT FASTENEFL- ARE IN't 0 ADEQUATE WOOD MMUNG MEMBERS, NOT PLYWOOD FASTENING 11. Sr' 4L4- 4. 1' v' 3. 0 1 &25- 10.2 1S- j Eli— �PIN 'y' TOFLYWODEI 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIKES. 4.- 6- T LO. WHERE ANCHORS FASTEN T� NARROW FACE Of STUD FUMING, FASTENER SHALL BE LOCATED IN 13V 12� 2V all' Its , I. C I'. 1 9 Z 3 Nu IT �Ei ,Q, "A r r, FELE 11V W: I, !f V CROO"i HERE' FEN )A,- I' F111, E (MN.) WCOU STUD (4-"E DISTANCE 15 ACCEPTABLE PORWOOD FUMING), AOODS7 I) SHALL BE -SOUTHERN PINE- �; -0 55 OR GREATER DMI LACV_TEi SMALL HAVE PHILLIPS" "rFilr7, ';""'AtB a. PAN MD OR HEY HIM t! REWWABLEANICHORSPRE CIEVIALT PANEUMITE. ALL -PINNINCTS 5;111_1 651FT 3 INFLAi BUSHING Ill 1,5 _,S� If I I �TIC14 F 11 T,IE 12 W.HTNE ScPEV611HALL HAVE 1fI'MINIMJM ENCIAGISMENrOP THEREADS INTO THE BASE EQj FEL, �N�, 'ILI "NMWUK LU 1117 A"3P AND MAY HAVE EITHER A PAN HEAD, TRUSS HEEAD, M VV4FEP HEAD (SJDEOALX sOLT) J N 0 ,hI, 1", - L 3 OTE�.Ft -T� 210- 3: ri4� 3 NEINIM(A EMBEDMENT AND R>GE DISTANCE EXCLUDES STUCCOOR OTHER YVALLFINISHES 20-31543 L' _A -4 = 2E AN - - - - - - I DESIGNATES APIC-Olt CONDITIONS WHICH ARE 401 010CEPTABA USES. > OIAE�T " NTING COINWI�C4tS EMDUCRuqm, < OPTIONAL EGRESS PANEL DETAIL 71t55HFfT INTERIOR FASTENING DETAIL 1"(----1i11.11)R EA�;I[Nihli < SHEET NO. SH 1.5 t THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO I BE USED. I a "CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT a) SEALANT JOINT ` ' WINDG-14 BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCKS ' 2) SEALANT JOINT 5' SEALANT FROM t IN SIDE EDGE OF t.S WINDOW FRAME � ''' WINDOW BUCK ACROSS WINDOWBUCK AND EXTEND TO � / - WINDOW FRAME. MASONRY ----- ATTACHED PER CODE 6) TOOLED SEALANT REQL IREMENTS BEAD BRIDGING 4 ADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL SCS 06._05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3r4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE -,.r SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER C-RFSISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & `' NNEATIIER RESISTIVE TEMPORARILY SECURE �� HARRIER WOOD FRAME CONSTR Y I EXTERIOR SI I_F -ADNL RL.D f'LA`5I1INC SHEATHING BY LAPPING DOWN - t OVER RIM JOIST AND UP WALL BY 6 IN- WEATHER RESISITIVE BARRIER SLAL TOPS c)F J01- UNDER DECKING ED FLASHING I (SEE DETAIL WK17 HEAD FLASHING TIE-IN INSTRUXTIONS: �. 1. Cut, fold up & temporarily secure weather resistive barner above header to allow for flashing installation 2. Selt-adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head r` flashing and seal with tape 2 ` SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NO' BOTTO FLANr_L SELF -ADHERED FLASHING HALF ROUND WINDOW 4SHIN( E AM rvy�ni€wu r �r,.r ,.v i SCS 06 o-02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING P07 EXTRUDED SHOULDER DECK JOIST V Y V SELF -ADHERED FLASHING 2X FRAMEwALL - ____ PRODUCTS DETAILS TILE FINISH -----_ WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0#in each detail that corresponds to the numbered items in the list of instructions below: ! 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, I embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner j8. Mechanically fasten as necessary AMAIN. SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 314%1" BEAD OF CONSTR ADHESIVE TO BE APPL IFI; THRESHOLD OF DOOR AN UP JAMB 6" USE LIQUID N OR EQUAL WEATHER PRO SECTION -A ISK-E DETAIL WPI SELF -ADHERED FLASHING, SEAL TOP_ OF JOISTS UNDER DECKING (SEE DETAIL WP67) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHEFi yam_ q=^mil I UJ M 1/2" DUROCK --__ - _ Cn 11'4" PER PLAN i 4" OR 8" CMU (PER SEAT DEPTH)____________� FILL WITH GROUT SLOPED MUD BED , VINYL SHOWER PAN -- ° - SLOPE - ---' - G • --- SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER l i h- WINDOWLINIT FLASHING REQUIREMENTS - DOC JP ROUGE! OPE',"ic- � SLOPE 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 BLAD or € ONS 'l (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APP` -.; IJN•:)I t ---_ SELF -ADHERED FLASHING THRESHOLD Of DOOR AN[ y I RE TURN UP JAMB 17 `I' ""' ' EXTERIOR R703.1.1 Water resistance. The exterior wail envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND DR Ei.UA! "`' 'kI t € R � within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means of PROOF CAULKING CEMT. FIN. .zn r draining to the exterior water that penetrates the exterior cladding. BUILDING PAPER _ 3 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt _ RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building �l appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 } t' -- --- R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based d IL sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2) individual layers shall be installed independently such that each iayer 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. WP02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, nonwater-absorbing layer or designed drainage space. MECHANsubstantially iF F2U8eERI�ED RUBBERIZED ASPHALT � f IN^rALI SI.I.. fal)rll�� k a� - A 6 €.t;,1; NtEEDEDIiN CORNERSCALLY ASPHALT THROUGH SELF -ADHERED HERED ASPHALT ADHESIVE ADHESIVE % - R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING Si-, FLANGED INta 'd FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes s TA11 1.11 `' -t 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 - entry of water into the wall cavity or penetration of water to the building structural framing components. i RELEASE PAPER -I Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with I n;=FORS _ DING .�, SC.,RE the building wall with a sealant complying with AAMA 800 or A TM 920 Class 25 Grade NS or greater for proper joint expansion and E,EAS PAPER TO ExU_�SE s <HV1�, contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as H(A (W O � 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: I 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 AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following. 5) 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, pan 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 2 j 7` drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. WP(("'�� SELF -ADHERED FLASHING CORNER �/'� J[�06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V� INSIDE Y V f- VV 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. -Ground 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 wail or floor assembly of wood -frame construction. - 6.6.At wall and roof intersections. Water Resistant Barrrar 7.7.At built-in putters. `LF-ADHERED FLASHING ,TCH ,HERED FLASHING 1 2 '4 VYi VV ii Q_ cc ul UJ PLASTER STOP - a CL �. Z W CON ON I INIJOU'-3 3A�F KR �- U ROD & SF ALANT UJ Lu r Ir LU u� o A im `n 11 --_ WP11 e tiTRW , I, S',E Lath Sheathing Stucco FOUNDATION WEEP SCREED J ';'A.IN ,.I_ :>:-ANL tAT€t k - THE %+ PTI 'AL Si.tREA€ F r0 TOP OF I AN16F AS AN A.R I3Ai RI[ R :i-1r2" NCH FLANGE j 1r T I C;ekP I.� A RE IALT ESE 1 :l `IA'lJkk �HRINKA-L NC€T �FAt F N- Sl kt t D, ['TASTE' E SSopl SOFFIT/CANTILEVER WWI SELF ADHERED F,ASHIN G{SAE) - DR'AINA(E PLANE €DP) V EATHER RLSit, IANT BAR!llf � tJri;I3) -- - BOND BRLAK4^Wi_ATHERRESIS1ANI13APPIER- --- s�; F Fl RPIN•.i (Si) LATH - ------ - �� - IIA,TER C ESSOnr S, �LA1IIit4G. '<YSB' PL YWUOD. DL NSGLASS I --STRUCTURAL FRAMING !, -- STRUCTURAL SHEATt-11NG STRIP (IF _AF DRAINAGE PLANE WRR 31 I -BOND R#;f::AK WRB > -.SF LATH > �I? I � ER STOP l A NUOI IS BA(2KLR ROD _ i..ANT N I FtIOUS IIM H WP10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. �rr•ur�swww��rww, to _0 CU > U C- '� •� LQ C C O � Q- U Cn -t-� G) -0 U O Q O l� C .a © L.t_ t6 p Co Cn f/ OCT 1 i0 ZiltZ v V rtual Review Assist, I c Plans view completed and a for compli nce with the 2020 Fat 7 hoEd tiorl by ebra Anne Klahr pX230 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim, caulk for all Cn CU 0 � CU o L O O � o CL Cn � m w a Z Z Q J 0- SHEET �. WP1 so V 3P-�2Bz Lenrtar Imo, �b�oH- scj,x„e PO/kAvill z389 v+ b3 y7 Tie, Cf"-C- cT �j