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Home My WebLink About6288 Beverly Hills DrABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT -ALUMINUM THRESHOLD AB -ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM I SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD FA = STAIR CALL OUT HEIGHT OF STEP DOWN = C FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT ARROW SHOWS 0 = KEYNOTE CALL OUT DIRECTION OF VIEW /CELEV NUMBER A9 q� = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1<-----ELEV NUMBER LG-2 0 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 44 A15 ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS 1 \EC — ED NOV 0 3 2022 famom• AUG 2 VR/\ v IRT L,AL 11E ViEVa ASS1S Virtual Pavie Plans Review cam, F,:. for compliance with t, :t:.� i Edition by Debra Anne Klahr PX2-_0 I ^` n' h.d > LO M E 0 W Q M M d �f l N V _ 700D 2 2 M n� M \' O LL_ 8 m Q v/ L LU OO E N L W O a' a g f- a /\ ow waLU y �-Q ft J Q'q~zMul Z 1x�_ J c0 p 3 m CCCLLLU O'0J O aw�mo-omoomzz _j0dYd QO d0Z0U�wO�F_LZQLQLLQ OM a Do LLQ O O O Z Ll1 OF_ ( Z) ti 0 M O Q U) cM � f— W co W CL � Z U F- W J � CD d' CN CV o00 N N N z O O o � O .- N r o 1 CO �w 0 cn � � o � O cV o r'i 1 Co � U) O CF) O L Q O NOTICE TO BUILDER & ALL SUBCONTRACTORS TAMPA, FL 33607 N o IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z V i 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z F LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK N LAST PLOT DATE 1450 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE -i--+ April 25, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. 1 1 COVER SHEET ITOI--J<[01H ROO1=I► I D ELEV. AT 0'-0" 8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 4'-0" L 2'-5" L T-10" 30'-0" x U_ U� a50 04=1��I 1 (-) 3-1/2" n -r F I �� JB I ii I M 2 B 0 I I II I II W J � Z > U) II �p Np g1 Ii Cow_ a,�jl ii I 14 --- N zI p I —N �-N— — — — — — — — — — - -- � �� - - 0--------- I --- --- --- — _--- =-- --- �F 0_= J� F- - o v-------- 2 IL I ' J o U) I 1 1: -ZN U I II II it I iIN� U II 11 II II II W II _----- J� I I W 13 I i-T � I I ii ii I II III II I I I I I u 0 I 10 I ii ii I II II I I CP II II v 2'-2 3/8" -----J L--- ----- —J L— -----------J �____ PLUMB. 6'-3 1/4" —2'-6"— i--—�--Tr--r------------- — LAV LAV 1 i rL_ 11 8'-5 1 /8" T-3 3/8" ELEC. CONDUIT SINK/ ELEC CONDUIT - I lj 19 O 10: I I 11 I1 I 1 I o I ii I li I 11 �I1 I I I I I 1 / �-----J -- L---- I 4 -------------------- I o I 14 I Ii 16 � 9'_2" ih —— — — — — — — — — — — — — — — ---REF.---�--r I13 L ----JL ------ JL---�— — -1 N 'tr----i - ---- r----- 20'-61 I 0 I TUB I I I 01 17'-7" II I 12 LI W/CI 14'-10" LAV FT u I I 7_lj II I j y -Jt-- L--_: ----- -- ----- L._----__J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ - _ _ _ - - _ _ _ _ - - - — _ - _ - - m o I 10 11 iiI 14 ii w I S3 it Cl I, u K LIT 2'-0" S3 i i ASHE v I ELEV lI 0 U� I I m I a� I B 1 I g o I — 3,_511 CnIT --i--------I--------- I iL 31_0„ M W N 1 N Q 0 I o> I 14 0 0 6 0 0 p I I N "" " 1'-4T-0V-8 v I B I 0B— 6-0" 4'_8" 1031J-1 I 14 'v o I I 3 B i �0 C I 0 0 01 0 1 15)co I 0 0 N 0 0 OC A C 1'-8" 16'-0" 1'-8" 1 2'-0" 61_8" it 19'-4" 1 10'4" 30'-0" FOUNDATION PLAN (ELEV B 1 /4" = 1'-0" 0 -v 0 v G (V N Co 14 o N Lo 0 v 0 "v q 0 LO co 0 v 0 O M 0 0 v O l ELEV 00 0'-3 1/2" LO xU_ U� dbo CV NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL III = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9 1/2" WIDE RECESS ZO 1 1/2" DP X 8" WIDE RECESS 30 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE SINK- KITCHEN 6� REF 7o WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. O j MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" SQ x 16" DP I #5s 6" O.C. EA. WAY AUG 2 4 2022 yr� VIRTUAL RF- E" AS313 a Virtual;��riP Plans Review cc,mt iP;' ;t V' i for compliance with t►:tu__�L Edition by Debra Anne Klahr PXZ: uO u 6 f /V) 4) > LO F OV W 6.'= -0 c? .7 ccjN ti N V °M u go L CO W O �g m Q ._s �� ft N N V w QN o EM c a m N O N An N L0 0 Co An a z CW L x O p w p z a 0 L'I uj LLI O W LLI F_ UJ _jIL YzX W 22co O1_j0xtLUL3U<Q0zi0�Qp� OwoOZOWomZ w M Q �JOZ W n- U _¢<WzWzowoa U) O 1 QU U_ OW Q oIr oD oQQW LL Q O LL O O Z 04 O1- > O (((() <MI` � �_j Lq �U)�ti F- Ix a M z 3r, Z V W W coo mi 11, INK AMR N �0 CN N N N O \ N O O ' z CD > Y♦ co CT, ♦^ vJ ZZ aZ Ozw v) �--+ O W V w O _O UUU O orm -� C) Z F- a -a r ffl w6- LLJ ,--� Z p _ N WIL O zwo Z U a.ZU_ az Z pow M� W z A 1 z LLI W J O �_ N LAST PLOT DATE CN Z . . O MONOLITHIC FOUNDATION PLAN B 30'-0" 1 6'-4" SH 25 HD AT 6'-8" EGRESS / 5068 SGD C9 2868 toU � / H.B. i D / N / OWNER'S SUITE 15'-8" X 11'-11" 00 / 8'-0" CLG — / O / o4j9/ / GRE4A XROOM 14"VAULTED 6-0 5/8" T-9 1/2" 6'-3" / 12'-7 5/8" b 2868 �'lco"J)l — — — 2.5/12 VAULT. ED O. BATH � CLG C148'-0" CLG TP W.I.0 I -0" CLG - TB 36" x 60" (cn SHOWER I Cd co PANDRAIN DINING LO SHW HD ZD10'-0" X 12'-6" & VALVE VAULTED MJU- &S = :- Co .0 (0 CO 00 W 00 up_ 4'-2 5/8" T-3 1/2" 0 N - LL CPT. T. 00 L N BEDROOM #3 Z ' THE 11'-1" X 10'-1" g12'I6" !zj O8'-0" CLG uVAULTED N O Wo `°O U 2.5/12N NFD W i-- ---- VA LT. U) 00 0? Y CLG = W 11'-6 1 /8" "' 2'-3 1/2"' DW __� 2668 ---- 2'-0" 4'-6" N LO co 10'-3 1 /8" co 2668 '-3 1 / con T-9 3/8" co 7'-11 1/2" 4'-5 1 /4" NOW -1 = Qw co 8'-0" CLG = W 668 N BEDROOM #2 N N 9'-10" X 11'-1" 5 SH 8'-0" CLG 71/2" o NIF I 00 TP TB H ' u_ I Co BATH #2 m N - m 8'-0" CLG 3'-2 3/4" 2'-9 6g v CD 06 �O c i 00 N I zt N 00 o� r 2.5/12 INSULATED PROTECTIVE ° \ / VUL. OW/H BOLLARD I 3 — — — WALL ~o /\ CLG - L —J 20 MIN. RATED io 00 22-1/2" x 54" DOOR W/ AHU PLATFORM ATTIC ACCESS STRIPWWEATHER �AUNDY s'-o° CLG FOYER K �4 /?� 4'-4" X 12'-8" ce) S3 Gd, `b VAULTED too SHELVES IN LO LAUNDRY AT 60" A.F.F. HANSEN m Box o "T 1. DRYER D W c' VENT 3" 4'-5" 4" PADDED FRAME WALL — - SH 1/2 33 HD AT6'-8" _____________________ I LINE OF GARAGE IN I OPEN POSITION I 1'4" 4'-4" I I I 6'-0" 4'-8" I I I I PORCH 8'-0" CLG H.B. I 16070 1'-8" 60" 1 -8 2 -0 6 8 2'-0" 1 9-' 10-8'" 'i e FLOOR PLAN (ELEV B 1 /4" = 1'-0" 0 (V N 0 N LO 01 2 0 a� C0 0 N 0 ca 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, THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) s VIMIUAL ad �I� Plans Re\,,,/ew for compliance With ti "t �0 b Debra Anne Klahr PX. Edition Y 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 GARAGED 30.0 -33.9 30.0 -33.9 _ "t N N O r r . N LO VV LO Co LO va Z w w 0 Q r- E UU W L -O C? a 0M11'�_r m V, CO N 2 E } O 2 iS -O` M -8 9 Q < . N v D w sD N C ^` W �a L 0 E�? m F0 o��wC)w zM OU0 N <w W-<�O �X woagozzg OZznm a. nww w¢ _pwQ�zwO �0wUa.¢z QOw tL Ewa o = oQ oQ� It a O F_ LL O Z CN O �. U M O Q U) CV)Lo co U ti F—W0-M 00 ZUF- W W J0 i i I N C�lN� N oaa N N N Q M � e C Q ' z U) LU �> N C4 M� W (%� Q z O Zw 0) � O W V WOO VV(n Lo Z ow- rQ O a�a F-W LLJ Q leer = coEt LU H r-i z O = . W a <�D Q O Z gWX az z N Z F� pU _o W z A2 z w W J O o N LAST PLOT DATE z 0 J FLOOR PLAN B 6-0" 6-11" ROOF FRAMING PLAN (ELEV B. 1 /4„ = 1'-091 q HEEL= 4-1/16" PLUMB CUT/ 12" 12 5.9 01 12_ 2X4 LABELED END MARK TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRN 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 REFER TO ENG. PACK FOR CONNECTION CJ3 0 i in CJ1 U U 1'-0 5/16" 1 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3LO is U CJ1 v U 1'-0 5/16" 1. 2'-0" �, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTIONI DON'T LIFT SINGLE TRUSSES NTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to Spree 60 degrees 1 or less r� 112 f� 2/3 to 1/2 line span approx. Ta line span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 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. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY (51-011 iiiiiii` LOAD DESCRIPTION INIT. DATE R/01 Created from BID B312288A AS 8/6/2015 RA01 REV. ENTRY & ADD HIP Q REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS 12/29/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE Its I revision block for afts only. CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE:( 600) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B 1325 ALT DESC: OTC : LOT 1331 BLOCK 40 DESIGNER DATE 08/06/2015 LAN# N321594L PAGE 1 SCALE 1 /4 Ii=1' N N O -- icy 'r,... N LO Ln ° GLO C50, ' Q w LU 0 z Q OFZ E > O C!Q \� MM N U r° 2 M CE rc O 2 �S U< ag �V) w Q N i o E5 a a 0 LLIW Lj Vj W O F- LU W J W O Q V _U0 XLLUOO jijCnQ :LL-Z�_j0LLJQQO :) 0 ZLLQ W WOOU)0dFWNQOXJ WOW _w LL o �< W-zwza uOZ LIL Q YQQp o =O a<z OQ F- Q LL 0 ZCN W OI__ (n 5 ti z M O Q U) M � It LL z < W < Lq F- cM �Q. � 00 Z U F- W W JO O i ! 1Ii N0 0 N CN N r- N r> CN N r C 1 Z oCD LO; o N c5 co 1 N QZ O w Zw 0 Woo VUV5 Z =)Z] pW- Q � aCL sari = m ~ W ri Zo= . O Q Z gwx ww az Z �z F pow W IX z Z z w W J 0 o N LAST PLOT DATE o " a a April 25, 2022 z j ROOF FRAMING PLANS B 7 A' A'. ROOF PLAN (ELEV B 1 /411 = 1'-0„ GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VEN ILAT NG AREA SHALL BE 1l150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT " SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA! SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT RAG 2 � 1012 ad TVA REV its"' �`C'��•i,. � 1 r� �,, ...,. -, J, , R � pia co pliancy vv�t� A�r,Kuhr fix. for pepra Edition by N 0 N co Lo i A. is �i� �� ,�, w w 0 z i LO E > 0M o 41 �� )MCN_i Ndo A� 'C i SM n O 2 O8 QO g � Z U . _ ^N ci �,% w QN c 00 E W V ri .9) a w LLi w W W J w iQ 0 �D--1 0�=2LLUO2mF-_o zz Q V pcn0�0_rOo 00mpz womOf O Z fnwdw9 W W Q�¢pwQ�zwzOw�pIL J ll. O w �_ I- � 2 w Q O Q p 0 p Q LL E-¢ti O O Z W OF_ J ti cM O Q M � (A LL ti H of C6 00 Z ZUf�- z w r N NNN N N � N M N � ' Z 0 U> N M ♦/� ZH v, Q z 0W Z O w _ w00 U U co Lo Z p=WO Q C) � a=d Sri = wQ m ~ Lu ri z0= . w�� U 04 Q O z 5wx a.Z z F OU _0 zA4 w J 0 o N LAST PLOT DATE Z0 J ROOF PLAN B SHINGLE RC 1 1/4" THK x STUCCO B? 5/8" STUCC OVER CMU FRONT ELEVATION B 1 All = 1'-0„ REAR ELEVATION B 1 /411 = 1'-011 EV AT 8'-0" T.O.M. :VAT 0'-0" FLOOR FF VGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF FINISH LEVATION SHEATHING FACTURED TRUSS ,RIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SJOVERHANG DETAIL d _ _ ROOF FINISH PER ELEVATION ROOF SHEATHING b` MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 61 OVERHANG DETAIL I/All = 1'-nll r CMU COLUMN DETAIL 7A771 = - ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU co � I I ELEV AT 0'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - 1ST FLOOR FF RIGHT ELEVATION B 1 /4" = 1'-0„ 7 A5 I I I "m 5/8" STUCCO OVER CMU F_ LEFT ELEVATION B 1 /411 = 1'-0'1 _ ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO S 0 kvLwmlgi 5/8" STUCCO FINISH --- 2" VARIES ASSUMED GRADE 9 ELEVATION DETAIL -%-rL V L av� i�Ua\t`Ct '� Puts R p��ar� p a F {01 CO by pe rGe\OQ` 1 1/4" THICK FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) N N N t' 4 j j I '.• o o ' z W six w 0 z Q o ^ o W L C 'O °? u C] M ,v 6 (y) +- to } h M 2 Z)p- uc' -0 70'w J °) M A� C L 75 u-8 0 Q u cn Q) d < V w a� EP %. o 0 a a W W W LLI W 0 F- a W< m J wfy z w z(D w� Q dW~ J�0�uU00 3o�0 v�ZOitOmzaUZ O Z Lu w- Q~WpH�zUzi W�OQ l� 0w o =oQz �QLLo O Z CN OF_ (1)5ti D M O cy)Q L0 _j U) ti z I— W IZ M a' � 00 <� Z U Z J O CD r� I I i I N ooa N N N N O ` N C r r O IO O U>, N 'i 1 I I 00 zF- Qz O zw M � O W UC-) zz WOO V5 Lo O 0 Q O Z-a F- Lri = WLU a m �t-Znx: m w F-o . W <F- D N O zmo Z U gZ� w az � z F� O 0g a _p co z A5 m z w w 0 04 o N LAST PLOT DATE ■ April 25, 2022 z O EXTERIOR ELEVATIONS B PORCH DICONNECT G'L 1k P� ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED rt _7 near HOC GOC� ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1'-011 I 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH is SWITCH ° 4 1/2" DOOR JAMB DUPLEX to OUTLET TRIM---- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET -�- SWITCH AT 36" 3 WAY SWITCH AT 36" 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 PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: 30 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 44' 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 66' 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL _0 CLG FAN PREWIRE AND SWITCH ss SMOKE COMBINATION CARBON MONOIXED DETECTOR/ DETEC SMOKE DETECTOR CU-182 UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =5-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9-F24:R 24" VANITY LIGHTING 9;rm 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 0M CHIMES (DELETE W/ INTERCOM) 1� MASTER STATION 15ZI ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR EM A/C REGISTER (i THERMOSTAT M 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. W o S. C 'O v? U � M � Vi rNi f�'' V } cm, 2 2 _O T� v! O u_ 8 m Q UC° ._.0 nV) W U W QN c cO E 70 sV. M a W W C7 W ow w0� H~ W o: Yzx o ��Ja0¢wQLL00LL ? d QJQ N N CJwlxWOZOwv5x 0 J- U O O O Z �Ur CLH W WF_ W J<< Ww Fnzwzpwuma. 1D M<owJ l LL pW H ?W0 Q Q 0� o D 0Qz LL a O a LL f O zCN w OF_ I Z) P. M O Q W M � U) w a M �CL�00 z V W W J� O ACD i I F I i N CD1�N N � N M N � O N C O O � 0 O ' Z O Q0 Lo j R � M Cr Z (n Q O LJ.I zw 0 0 O v w UoN =)zj OW- 0 Q C:) z a :: Ln = wQ o m~LIJ Z 61: . 04 O Q Z gLuW w z u_ a 3 z �Z p0 ow W Z Z z w W _j O r N N LAST PLOT DATE April 25, 2022 J ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. U S, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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-1-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 530-56 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpog and mortar along the foundation perimeter must be removed be ore exterior so] treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-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. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. AUG 2 � 2022 \RJ Fvl6vPS vi�uai Re`s� i`i'ae� U oooetGKia\,r?�anRVice mpeaa Edition by N N 0 N N T;-* - �s„t�r, LO co Ln Q • - a Z < '. 01 S W O in tk a ' W tY Z a E � 0< o 0 L '() C14 ci V) U � co M 8 2 D B o Ogg �Q V LU Q� c 16- � M 7W V _ a a w W� W J w 2 0 LU Q X<03. LLO� JaD z0 C'f O wORO)OmaOmZ5 � 0�>zYOZZLLow00a (n Z I �0Lu gwo c�Q OQ o DaZ Q �- Q LL O Z W O� U) ti O O 1- M Qcf) CM LO w LL G (/) ti Li F- W 0. M CL r Z V z� W LIJ _jo Jto i ! I i i N o00 N N N N ` N \O C o� Q T o ' Z = LU N M ' C 00 ♦/'� } ZZ v, a z O ZW to O W U ZZ WOO UVtn 0 0r< C) Z IXa- W Q L , = W W ca F- O ZO= LU a <F-D . N 0 zwo Z v gZLL 11 W Z (n Q U J O CL _0 m Z SNO Z Z LU WT1_ N LAST PLOT DATE Z 0 j STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A T'ACHMENT. METAL LATH I_1 }I1�` - i sx ICI I 1 I-i 16GAx1-1 LONG (3/4"-1" CROWN) WALL SHEATHING STAPLES (a:> 6" O.C. VERT BETWEEN i MAx 16GAx1-V_Z' LONG (34%1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES :au 6" STAPLES BETWEEN STUDS AS SHOWN — — - — — — _..... ___ _..-.. O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = T-0" tDETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH- "ONLY APPLIES TO LENNAR TPA,'JAX'* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING C� ROOF DIAPHRAGM NAILING SCHEDULE PIr)QF I IMF + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ot+t+t+++++++++++ ++ttt++++++ +++++++t+t++++ i. + { + + + + + t t + t + + + + + + + + + + + + + + + + + + t + + + 4'-0" 4'-0" ^1. +++ +++ + + + + + 'Ill + + + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + t 0 t + t + + + + + t +. + + + t + + + + + + + + + + + + + + t + + t + + + + + + + + + + + + + + + + + + +4 + 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 0_1 \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB + + + �+ L �•+• •+ 4" O.C. @ GABLE END WALL OR GABLE TRUSS ou n11U onntvr\ ivMw lw U wU%J .Q Of 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 NOTE: ` FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P - 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r r FILL CELLS ,— STD. 900 HOOK BOND BEAM M. ®.—� -•• 11 :.. SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x41Plywood/OSB web stiffener 2 min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cohimn w/ Inndc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 39 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"'o.c, for all joist blocking panel "Non -stacking walls require additional consideration. tit L;U I ANTVVKtKt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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" V-2" V-2" V-3" 1`-W V-7" 1'-11- 2'-4" 2'_9" 3'-2" 3'_7" 12 1'-0" V-1" V-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" S-2" 3.10" 4'-9" 5'-7" 6'-4.' 7'-2" 20 V-0" V-1 " 1 '-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-1 ill 6'-11 " T-1 1 " 8'-11 " 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9"' 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. lo 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—' • SEE PLAN FOR '• a . • • FOUNDATION INFO a' ' a' ' STEM FOUNDATION GRADE REINF. SEE PLAN ow1I I a i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION .d a ' d I a e I ... !AI- )E �— SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) 45's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ----------,---------- 1. . . _/ co z •o A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONF/— TqPLUMBING LINE e . a .a -- � °a. a/. as a s A �' . I I I a SEE FND. PLN. SIZE & REINF. VIRi�hL REvVEV; PSSa .. . Virtual Rzvi� Virt r C(,ii14. it=; ' Plans Rev iew for compliance With ti '�U-= on by Depra Anne Klahr PXZ:O Edits N 0 s � o J t !Ash Co • ,,,.� � . 1 �ii CZ �1 O w 0 z Q ^, LO A' ;_ > d M o W i V/ Q M N N VIn -0 co 0, E - 5 O E eiiiiiiiii � C � ° V) cig w C) C ^ ` W c1 L 0 Eoi C ^ i00 m C. W Ui W W W� W J W 2_ 0 WOE J¢O�QaLLV0 _J0 Q F- 0cOn��LLJ OZ0W00mzz LU Lu O O 0 Z -1Oa�zY0 zILL ��wO�la� �wamQ�¢ a. 0X o 0 oQz Q f ,- i 0 Z CV OW H 0 M C:) Q � M LO 11, ILL 2 C/) LU Lq I-�aM z a M Ir- >. 00 ZUF- WwC) J 0 i l ' I N oC)� �Q N N N N O cM ` N CoCD CD CD 1 0 UJ o I j N M i CO z z U) v, Q LU C)z U) }+ 0) 0 W U C O O LIJU V to O CwO -0 Z W- Q O = W=Q oog-W T__1 07) z O o .CN W MHm Q O Z gWx az �z � pU ow m z SN z z J W� o N LAST PLOT DATE z 0 STRUCTURAL -- DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE it (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"&'X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD w MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - to MUNICIPALITY. `14 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE A T r n P —I 1I- 00 M - D 6 MIL VAPOR BARRIER p �r 4 I — D• • — f COMP. SOIL. ° — (COMPACTED TO 95% III I I I I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —III —I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z JQ „ RI E 4" OP WT e ' SEE A/S3 OR JlS6 _I 1— FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & tz� @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 CVr WWF OR FIBERMESH `'' ° I I M=1 f— r o 1 81 11,�, ..—...E. , ,�' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" IN"S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: `FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" 4 . A.F.F.1E =L:::� 11 IN A ''^^ d. V Q. °. 4' a . ELEV.4-3 1/2" Z 4 A.F.F. p 4 2x4 CONT. . a' °.. ... .' A 44 ° b LL e G ° ° . Q A A. GARAGE DEPTH VARIES °' ° e ,.° .4 ° ,a ° 4 a..• „ 4. GARAGE SLAB AT STEP rB� SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH "—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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" (R302.11) 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„o x 10" "J" BOLT @ 24 O.0W/ . IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2" MIN. 1 T31/2"(min.)- 4" 31/2"(min.) 4" p II—II-II- -�r� _ fi (2) #5 T. 4„ �rrr1Trrrrrl r� 8r U.N.O. MIN. TYPICAL BEARING WALL Cad STEP (b SHEARWALL "SHEAR WALL" SCP.'.E: 3/4"=1'-0" �5• 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2° WWF OR FIBERMESH 31/2" MIN. 'Tt ° 1 /2"(min")- 4" 00I- 3 1l2"(min.) - 4.. TT— �_ l� '� 1ff fl 11Tf I —I � I (2) #5 CONT. 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 5 INSULATION PER FBC AND ENERGY 10 M�Pp 8" C.M.U. FORM SUBMITTED WITH PERMIT Go 1 x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION O #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �., D ' D ' #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° ° a D FINISH GRADE 0O _Z 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° ° • • ° — — 1 O° 6 MIL VAPOR BARRIER i If�( I I e .' I -f �1=� —°T° „ D D° aD I1—I I r #5 REINFORCING BAR . .. ° . n D 111=ll1—� 11-1 f f=111- LLL JJ. LLL 1L1 1LL I I � I • T= ILII l h #5 LAP SPLICE _ LIl II L— 111- `„ COMP. SOIL. (COMPACTED TO- 1 95% MODIFIED PROCTOR ASTM 1�—LI �LI—J1—�lI— 1T�—JZI—I D 1 557) Tli=�l I f �1=1 =1 1=1 I I i IITf_—'T 4" 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° v ° GRADE 00 • REBAR w/ OPT, ' I —III —III —III— I — I �I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS CV � M t p M .. W •� .. II�IIIII .•a •, �r OP SEE A/S3 OR J/SE--- -I I i I II-- i I III TF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALP& OIL INTERIOR °.. 4" a a, ;ONCRETE NAILS W 1 1/2 :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE NIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB —71 00 E- r M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH-47 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U CL — — D W T — D • ,LU -� I ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " " CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d ac4 P.T. C PLATE ins" o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE it > Q -j SEE PLAN FOR STRUCTURAL g LU COLUMN SIZE AND BASE o LU CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL '°'- O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or COMMUNITY SPECS B PER 0'-0" FIN. FLR.� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 35004, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH r, E D O T�TI—I I —f (2) #5 CONT. =1 I ELI= JJl I I` ON 3" CHAIRS (TYP.) 8,, 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VAKILb 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH vy ° —�—j—L SEEA/S3/J/S6 ? ter"`` 811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' cn ao RA ° ° _ d. �awo I_11—_ °• II II —II Ilr LU w 0. — �_�00 0 ��r FOOTING 0 IIIILT �mT� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 AUG 2- 4 IIM v IRTUAL REvVt"i ASS'S Virtual Revie,.v�vd Plans Review for compliance With ti:c` PXZ3©0 Edition by Debra Anne Klah N 04 r a • � F. `c.. O N qN.`:. S 9 a y -- O �; - to ✓` Z 0 0 w 0 z Q W 0K U � N M O U W 0 �i UU m t7g LU CIA Q E C7 W i` CL �o W Ur LV LU W� W J W ¢ 2¢ 0 O �0_ V=) 0�LL000 00 �¢ �� ozoWom°zwv ILL Ill a. gar O ¢ Q o D 0< ow LL LL Q 0 a 1 O Z W O1-- (n O N- < M O J L0 �U) LLti LI W _M O Q Q Z U WWQ J 00 co !II i ! N o00 N N � N M N � CD r z O Lo ; M I I ! ! co N z Q z W O �--+ w Z z 0 -0 O W U Lo o La gL> r Q O Z F- aRa Ix O ■ ■ N W 0 < Zoo Z V �Zw az 0V 0 J m z z z z LU J W O N LAST PLOT DATE o ■ ■ z O STRUCTURAL DETAILS - MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION 'OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARDS 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 �(TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d �I NAILS AT EACH STUD CRICKET AS REQUIRED � II II SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ : /I STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \--ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. r MOUNTING BASE SHOWN i 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 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 7 _4iN®IIIIIIN • • .• •' � _ .. .. • Ili' !ilI— ■MIII 111■■ MilliEMIR IIII� I INN �IIlI IIII� ■ORI Ilia■ Milli 11111110111 ■�I�i I1INN �IIII IIII� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® 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 .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \\GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 sFFp OOh� �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 71 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,q { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 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 BARRIE SIMPSON SP2 w/ (12) 10d \ �� NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER —UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED • • Mi4! 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d _ ' SIMPSON SIMPSON SP4 SP2 -, NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S SP4 SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. i & NUT ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA, BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CON r. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING N V o o BEYOND. /-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ 00) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a . a 2X8 P.T. BOTTOM PLATE 5/8 x10 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 SCALE: N.T.S. AUG 2 4 2022 VIRTUAL AEv.t''PSg,S Virtual 1',evie°.;v Review CGMm - Plans Re - ' ith for compliance wt►ar Edition by Debra Anne K N N O ' f LO ° �" '1 co U) ` z 5 w .T 9 xi = i w 0 z Q n` E '0 t? W >` (hry N V -00 da [ } O 2 8 U p! � •V) U w s?, N C 7N s` o EM V a LU W U� W ow w0� F-Q c _j L% zof o:02 Jc)0�w�wUO,0J0 Q Q V F- H jU' XO Zw00Z20oF-I 0,021ozo200mzz 0 a O z NLUaw nwwWowzQO � ��QOw 2zwz w0ca. a. ILL Ow �� gwa z Q Q 0X o 0 0Q U_ 0 U_ O cq Z W O �. z �i..:CO Q U) CM � 0- cf) t 2w-ti Lq i—(YO_co 00 Q Q Z V wz� W Q J Q co i ! I N o00 N N N N � O M � N 0 o O 0 o ' z O �LO;�N�ii U) zZ Qz w O zin �4-i - O W V W O O UVm ~ �ui- O �Q Z dlYa O = w=w � J T N 1.V ZQt W �� <cr . N 0 zo Z U a.Z� w az J 0V 10 m z Q z z w Uj J 0 T_ o N LAST PLOT DATE ■ ■ z110-0 0 STRUCTURAL DETAILS SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1l4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45' t 2x4 CROSS 3RACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES wl 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9' SEE 10/S6 BACKNAIL w/ (2) 16d NAILS �n SEE STRUCTURAL NOTES AND NAILING �X SCHEDULE FOR SHEATHING DETAIL 45°t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1 Od & FROM LEDGER TO (2)10d TOE NAILS @ EA. BLOCKING END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD 7HE CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED OS T 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 0 GS 0 S SEE SCHEDULE - [RSH] - N FRAMIN HEET F R HEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING x INFORMATION m `° 0000 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES �° c0 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12"' 1 1 2"% RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW �� 11 (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D - 0.207 , L - 41/2) OR EQUAL (D - 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=,'-o" S5 J TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL N (2)16d NA (2) 16d PER JOINT 12" SH SCHEDULE ITTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO. 131 1' @ 8" O.C. ALTERNATE NON -DROP CROSS BRACING DETAIL J GABLE END DETAIL ri0 SCALE: N.T.S. S5 SCALE: N.T.S. 55 VVI\ 1 UL.111\11\4 GABLE END BRACING DETAIL 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 x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g _ SCALE: N.T.S. 15 -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 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO J TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C �ei��n Tnl Ic. c+rc\ 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER JND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS GABLE "END \BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o 0 ✓,9 CORNERJACK _Ilea cr w z m O L) HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE 41 ATTACHED W/ 1 Od NAILS @ 4" 0:_ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS /11 TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I■It 1� NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AUG 2 4 �20 vIRTL,:.t Rf i.t'r tS1S Virtual Re�:�iF k' Plans Rev:'ew � 3 - -d for compliance with ti:2u Edition by Debra Anne Klahr PX2:.;u0 N N O - ". (.-; LO : \I co LO o � A 1,0uc � a z ' 0 a.r..' o te•. � w 0 z a r, E It'003 W L 0 > M , rNi 0 N V O^ m M A' ° `0 2 8 } O O U- 8 .w m s u o� N Cd� 00C M 7W� V ^ ° a wzx (D W �LI r✓j W O� W W J W m� O z LuomJapa�a�VO0JO Q H F- AU)° o�o�oom�zaa I-- 0 Ci Z z U Co W W - W � � d cQ W W 05 Q' a J � Z Q�< w �zwzO��oa LL. OW oQ o 0 o¢Z aa �LL i1 O 04 Z LLI O� CD z ��((MO J Ln C/) LL u ti LO cM 00-2� Z V Z w JO CO 0 � � N CD o •- 0) O O r O I I I I I O Ix I I I N M I 00 N z� Qz O zw +�-+ 0 W o00 U U U) 0 ow- a=a Lr)= wLu =Q co it 0 Lu H- Z 0 m . w a <~2 Q O z gW � d Z z ZQ Ln m � V _j O O a. m z z z z w ui J O o N LAST PLOT DATE .. z 0 STRUCTURAL DETAILS 1/4" MAX 2'-0" * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16"0 X 3" LONG I 3-1/4" LONG X 3/16"0 FURRING FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1/2II DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & L 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. t" 1 X 4 FURRING -1/2" (2) ROWS 3/16" x 3-1/2"* TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO 7/16" OSB BRACE(S) 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) N. POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 11/2- R MORE BUCK WITHIN 6 MIN. OF START OF ARCH THK. 0 ARCH DETAIL J SCALE: N.T.S. SS - SECTION A -A 8„ 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K`IK SCALE: N.T.S. IQ SS =100l91 : WO PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB) (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK 0 DIM NOTCH WEB AT +5A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" 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 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: ;:.; ` `: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :.;'y'".`` REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. '''`; ' ' `'' ' 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F. F. p' p D p' � T111=1Tf=1 I f�1Tf„�1Tf — D .D III 11 I ° D GRADE ° CN p c•7 Z � .. CN �D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 20, SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IAIA/+/%CrVTADI C IAIOTAI I "rinKI FILLED CELL INSTALLATION H SCALE: N.T.S. Ss SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN _ _ -+ • SEE NO iE I BELOW 2x SUB FASCIA - ; ALUM DRIP EDGE ERG WALL TYPE -j-• j s� ` ALUM FASCIA PER PLAN I i ti ` f 1-314" TRIM PAIINTED xX SS AI F CHANNEL. -I- L w/ 5116"HEAD DIA. NAIL O.0 FASTENED PER I - NOTE 2 BEL& -J I". I- CONT VENTED OR SOLID SOFFIT CONT 2,4 NAILED TO - L Zx BLOCKING NAILED TO TOP BLOCKING wl 2-12d NAILS {"`} CHORD EVERY OTHER TRUSS w/ 3-142d NAILS, TYP. ("1 G.C'.1 BUILDER TO VERIFY'IPROVIDE SOFFIT Iw1ATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSILRES SPECIFIED FC:R COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. FOP 'SOF_IT Al IACHMENT Al WALL (PER ALPHA ALUM. ING FL## lbt44 R5 FL PRODUCT APPRCVAL) F CHANNEL FASTENED TO: Ch1U Y, T NAIL .097" DiA. c 24' O.C..W 5'8" MIN. EMBEDMENT W( DOD w+ (3► 16 CA 314"x 1?4" CRO414N STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUR FASCIA w/ 16 GA 3/4"x1,4" CROWN STAPLE :,@ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3,4- -1' 0" (•') FOR ALUMINUM SOFFITS WITH SPANS kEV. 09,23 202"1 - 1' 4", INS FALL MIL) SPAN BLOCKING PER THE SOFFIT FL. FA INSTALLATION CRITERIA `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: 2 X 4 #2 SYP SCAB TO SIDE OF �RUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD 4F + + NCTy PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP Ls s + EACH TRUSS CONNECTOR SEE LINTEL 7- SCHEID. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET EPDXY MIN. 6" EMBEDMENT B 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP S('.41 P. 14/d QCC cumt:T M11 AAII'1 m z 0 cn U_ 0 W d F- D U 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT •4 FOR OVERHANGS BETWEEN OVER 1 1/2" + CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A. OVERHAN .3 . :° ' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 1'-011 5'-011 INISH FLOgR ° ... lot> ' D ? ,p 6' #5 BAR ° ° CENTERED W/ g 9 H IN TOP c _ p KNOCKOUT/ cN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS I CLEAN FILL DIRT z ° STANDARD ° N 90r HOOK #5 BAR IN � . FILLED CELL - - ►s - - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I i EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT �� SECTION SCALE: N.T.S. SCALE: N.T.S. AUG 2 4 2022 v IRTUAL RFVIEVo PSSIS Virtual P.vvle'.,!' A.scl`- f kn7. ad Plans Review mT1>_ tF ' for compliance with ti,,t 2;D u0 Edition by Debra Anne Klahr PX2 N O N N _. cv . G L -,; o 0 W _ t,q 0 cr z Q W W M^ U 7 M N N 7 Vi 70 0 M `O 2 g _� 0 O Q •N w p� C)-N C ^` W L 00 E � a a W Uj W w w � w Uj 0 H � J � Z � ¢ z a,L002- C7 Q Q V W?g_jQOa DOO�ZLLLL22220Z¢a � F- 01nwW0z0WOOmz= U a ZWW z m¢ 0 O Z wO❑wOp¢ �LL 0wp2HU) 0Q O OQQa LL LL >1 O Z04 W 0� F :5 ti co O Wd M LO w It z LL, l(� Z V Z?� W w0 J O I 0 ! i N o CN N N N N � M � rn 0 o 0 ! I I 1 z 0 w0 00 1 ^ LU r-00 N ci } F- Qz O zw O 0 -0 U m Lo O mz5_ ow_ Z a.W(L Lr)= w=w mF� T� ZO= LU CL QF-O ■ ■ CN 0 2§ ZXO r— Z U wW L1- a Z Se Q pU CL _0 m z Q z z W W J O 0 N LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETRO FIT ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN, 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads CAiT�Rf1ti SAFE LOAD - POUNDS PER LINEAR FOOT NpE 0-013 BF12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-013 LENGTH 8U8 SF8-1B 8F12-1B 8F16.1B 8F20.1B BF24.1B 8F28-16 8F32.1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 7547 8974 1 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 1 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 1 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144"} PRECAST 337 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED NNR NR NR NR NR NR NR.R. 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.RNR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR I NR NR NR129 250 450 654 1 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^W-40 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B BRF26-0B 8RF30-0B LENGTH 8RU6 BRF61B 8RF10.113 8RF14.1B 8RF18.1B 8RF22-1B 8RF26.1B 8RF30.1B (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 4"4 1891 3699 5206 6639 8060 9479 10893 (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 4-6 1756 3699 5206 1 6639 8060 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 1 4150 5891 47 SAFE LATERAL LOADS FOR R" PRFCAST R PRFSTRFSSFn 11-1 INTFI S 4^wr_4Am SAFE LOAD ''"■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4' (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N. R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/►R9m SAFE LOAD ^"�� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAiT_449q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16.1T 8F20-1T 8F24-1T 8F28.1T 8F32-1T LENGTH 8F8.2T BF12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 UN 1 1569 2524 1 3547 4569 1 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 2571 3039 1 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") -RECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) (#) 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 4^W-40 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B BRF26-0B 8RF30-0B LENGTH 8RU6 BRF61B 8RF10.113 8RF14.1B 8RF18.1B 8RF22-1B 8RF26.1B 8RF30.1B (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 4"4 1891 3699 5206 6639 8060 9479 10893 (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 4-6 1756 3699 5206 1 6639 8060 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 1 4150 5891 47 SAFE LATERAL LOADS FOR R" PRFCAST R PRFSTRFSSFn 11-1 INTFI S 4^wr_4Am SAFE LOAD ''"■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4' (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N. R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/►R9m SAFE LOAD ^"�� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAiT_449q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16.1T 8F20-1T 8F24-1T 8F28.1T 8F32-1T LENGTH 8F8.2T BF12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 UN 1 1569 2524 1 3547 4569 1 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 2571 3039 1 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") -RECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) SAFE LATERAL LOADS FOR R" PRFCAST R PRFSTRFSSFn 11-1 INTFI S 4^wr_4Am SAFE LOAD ''"■ � PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4' (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N. R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/►R9m SAFE LOAD ^"�� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAiT_449q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16.1T 8F20-1T 8F24-1T 8F28.1T 8F32-1T LENGTH 8F8.2T BF12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 UN 1 1569 2524 1 3547 4569 1 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 2571 3039 1 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") -RECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce�/►R9m SAFE LOAD ^"�� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAiT_449q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16.1T 8F20-1T 8F24-1T 8F28.1T 8F32-1T LENGTH 8F8.2T BF12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 UN 1 1569 2524 1 3547 4569 1 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 2571 3039 1 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") -RECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAiT_449q" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16.1T 8F20-1T 8F24-1T 8F28.1T 8F32-1T LENGTH 8F8.2T BF12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 UN 1 1569 2524 1 3547 4569 1 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 2571 3039 1 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") -RECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56111 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-404W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T 8RF22.1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR *SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `0 ° > D > D > D D D - D 0 c o Q c c c c c 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 0 e d > D e . 4 > D O ° 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS c 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D 2(nO0 Ncn ° w U F- w `✓ o c #5 REBAR AT U 3 = a ° BOTTOM MIN. (1) oQpELOfz REQ'D wM z _ • LU 16 GAUGE co I-_ ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR � zC.M.U. Q YA co GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR Al TOP = O Zs co 0 c CF CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) CF LINTEL PLAN PER ELEVATION B 1/411 = 1 '-0" WS 10'-8" ELEV B 2.4 15a V R/ LO `\ h5513 a Ir -• �.•� plans liance With ti :� x;; �0 for comp pepra Anne Klahr P Edition by co co a- zz Q ct UCD > N ) N N W Z Q � My ti :/I V � � � w •` L 8M Cj ^N U Lu QN c 00 E W L ri .� W pW � wOH �Q � � au�'�~zcr z �UW�� 03 wpyU p OJ�O aJQmpnOO�~pO��wnw? Za LL �¢��wWOwaO�Qz �pCi � (n W QOw g�� gYpRa Q OLLQ � =O pQZ �a� f O ZW cn J ti M O D F_: Q � M � L(i f-w a-M 00 < Z V W LLI J 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 (II#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 214" 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" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 614" 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'$" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'$" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 1214" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/I6 strand + 256 256 188 262 2 No. N.R. 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 219 219 165 229 2 No. N.R. 22'4Y" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLI D LINTEL -1 r LOWER LINTEL CAVITY 18xl I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS [PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (I)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 41$" 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 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. S 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 81-0" 6'$" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 121-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 l'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 1314" 17-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 141-0" 17$" PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1419 1419 850 1347 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 161 PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand +(2) 24'-0 22'-8" PRESTRESSED (2) No.3 No.S 642 642 306 599 . + ; y�,� c•;�;1 ,•ai:1 .� :• 14, DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [I8x1 j 6L/1U] NOMINAL WIDTH• L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1)I U (0) L L # SOLID #5 (2) U (1) L DETAIL 'DE' DETAIL'DF' DETAIL 'DE' &'DF' DETAIL'DG' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-1U' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-7' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 7-8" 8'4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BARAT 5-SOLID LINTEL -I r LOWER LINTEL CAVITY [8x1I6-P-1L/1I1J] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (1)#5U(1)#5L (0)#SL (1)#5U (1)#5L (1)#5U (1J#SL (2)#5U (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1 l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6" 2'4' PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-b" 314" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4-8 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'$" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 1314" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'$" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'$" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 655 655 340 645 2 No.5 20'-0" 18'$" PRESTRESSED (2) No.3 (2) 7/16 strand + 607 607 317 601 2 No.S 2l'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 2 No. 22'-0" 20'$" PRESTRESSED 2 No. 3 () (2) 7116 strand + 488 488 260 493 2 No. (2) 7116 strand + 24'-0" 22'$" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 «' DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAINLINTEU QUANTITY OF#5 BAR AT 5-50LID LINTEL I r LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTH J LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER UNTELCAVRY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'1 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 4'1 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'1 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'$" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'1 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1141 PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'$" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1774 1774 996 1494 No. 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 877 877 501 966 2 No 5 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 +� +.. a. •t DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 rLOWER LINTEL CAVTTV [8x16-P-1 L/1 U] NOMINALWIDTIJ LQUANTITY OF III BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 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. 3000 PSI GROUT (PLACED IN FIELD 2" 2" 00 m 22 M r M 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 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 R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT (PLACED IN FIELD 2" 2" co m 0 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. CH PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SCHEDULE CHSEE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51L (1)#5U (0)#51. (1)#5U (1)#51. (2)#5U DETAIL'O' DETAIL'P' (1)#41. (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" l'-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 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 614" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 1 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'$" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 101$" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2199 2199 1219 1846 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 9'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 E02, 2 No.5 18'" $ PRESTRESSED (2) No. 3 strand + (2) 7(2) 1254 1254 702 1271 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1092 1092 614 1167 No, 5 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7116 strand + 24'-0" 22'$" PRESTRESSED 2 No. 3 () (2) No. 5 898 898 481 947 4. TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLID LINTEL r MAIER LINTEL CAVITY L [8x16-P-1 L/l U] ••f tjf ' NOMINAL WIDTHJ LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY UCl/11L V UCl/11L r VC If11L W CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LIIIL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 100D0 4'-2' 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 44' 3'-0' 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'4' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 TYPE DESIGNATION P-PLAINLINTEL/ QUANTITYOF#5BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NOMINALWIDTHJ H LQ1A1TITYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL 'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2' 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 54" 5-0" 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 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION P - , - -FL I,I T T'- 45 P 'J [8x16-P-IL/IU1 JJ L T.I UNIT'1450' 1 /811 = 1 '-0" - 1ST FLOOR PLAN ELEV B. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L # L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'$" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'$" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 Lj DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##(l;U(0'L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0' 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 1OD00 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10D00 4325 10000 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION - 'L,TII T'L._' T T` : '5 F-F ,T _ - -U 7'� rLU„CP JEL .q.l [8x16-P-IL/IU] `I --Hj L:-AVT-T E ` B'• 4 TC 1IV' H=I--T PP L t C, T TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH) j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WQ,RXIBN,GL NTE RAL LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4$" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14$" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended AUGVIRTUAL'RE V:L AS313 Virtual RevieT vA.sz1:' Plans Review cc,mc_ iF- 0 ;for compliance with t; :� 2U t- � t _fF;� Edition by Debra Annu Klahr PX21':>00 N N O N LO ►O 4 LO co LID co as it • ��1"J J 0 ¢ • //;; O UJI -� z N LO E `�; Q > N M V -0� O� �i m C '� r t Q 4)C :) O E Qg O LL_ 4R m ¢ U � N 6 � V LL a EM m W 70 L p 0 C) LU 0 LLj rri W O F- W W J W F O Cri LY0�J¢O¢�¢L�UOoJO =OWWWOzOWO0mzz U 0 Z a cn Jw W¢ ¢LL Ow>pW< Iw�wQ�Q J W OQ o.o oQZ H-¢� O ZCN W o� =J O M Q UJ M Lq C INN-' 0 a _M Z U Z W WCD J O Ili N Cq N N N O N N � CD M � CD O CD y- O I z 0 IX o a oM �;�Niiii 1 0 Cr Qz W C)�� Z U) W U w00 VVu) Lo Z =) z 5; pW0 O ara L l � W Q 00=� H H z 6 = . W CL <I=-=) O Q Z gWO WIx Ly az �Z F pV /�♦ 0CL QZ J W Z 01 W 0 o N LAST PLOT DATE JSTRUCTURAL DETAILS ELEV. B (LEFT) O March 15, 2022 Florida aranentofBusiness&ProfessionalRegulation patio d� Budding Codes and Standards tlY,,12022 to > O 0 (,� LI/,_L:II � > 1 rr1 PRODUCT APPROVALSPECIFICATION SHEET(2022) Product Approval Application Detail v Q O F ula4470-Rs a) CL EMnor or jffiLQ OatePandtng l = LV 70 . j, Version Manufacturer nAntact EII0i1Met a UOl11ee Validated By ValFK ACDroWI ANKOM Slaw/� • �4 a) Mounting BracketsY)Gauge .. - As required by Florida Statute 553-842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below if Rwelipn 2020 ThermsTru Corporat oo Store Jaspwsan Lyrsdon F Schmidt P E Ryan J Kris P E 07R V e020 O7r12f2020 07112a 020 lalw202J Approved MM 43� (a13)787.65� � � _ � Subcategory.Ory:r,oE�rp oapA�an� Coa�,,�PE-•�¢ � ( � 41/2 X41:2 X21< o0 they will be utilized on the construction project for which you are applying for a Flo�IsngieadArch0coraLicenReponnoma m Frmda Reglttaratl ArteYact or a LlCeifced Florida WPro rialFiVniser O .o TBack Cross Support O Q {f,Aa�t CLi( iFT 1%ifV SeeAniztxc50edule >4 Prodticl Me". Nambaror Name Product DownatlOn tbaaliNAaturance ApaIn _Ilse A0uIedde ter Uia 1-1 OantrxrEaPirabon Date InFNPV_ OU4atleHVHZ Raalsfsnt Pre Nomina198dF28:8&quX;fmDacGquvt,Opaque 1231f2072 You Yes Yea W4 r� � Wig. p�ar �y A }��` f � .�Y�j. berate oryl/Subcate ory Category/Subcategory g a�+a! � +�I,�s 1 �a� Manufacturer �/c �+ !. fled Product Description Product � saryF� I� Approval Approval! l�ii'111iPber(s) �.r� �*r�� rry�s Test Pressures y Date Exp. Date / eTlnr -TruFibnr-CiarcandSooth-&az Camposi to Endo Fiberglass Single Door Cy O � 1�.. a 1. EXTERIOR DOORS I i �, f�y(�t`ij Bt�tkCL I, '-®(.xl liC��} - Noon ng,6&".89quotrm„�abpn, 2 b. Ttterma�T�u Fiber-Cland � th-Star Nominal $84:.95 8qu&Impact8qum� Opaque 12131 r2CY12 Yes Veer Yes W4 Q > cry . — � O BOIts � _ Composite Eoge Fibeiglass Single Door with adielte(s) prrawinglOubwng. )C. OX or OXO �D^rig�raap^•, 'Yes ^^ `` U) W L Q -- U) o ca A. SWINGING Therm aTru .Fiber -Classic and Smooth-Star(NON-IMPACT) € FL20461.1 +67.01-67.0 psf 1213112022' 1 1 � �'na ti 3 G xl�J f""' 3 p T'herma-Tnt FberClaside and SrtglolRStar Nominal SWV 8 8qucClmpact&quo1 Opaque 12131Y1022 Yes Yee WA The aTru r Fiber -Classic and .gym ooth-Star IMPACTS FL20468 +67.0/-67.0 psf 12/31/2022 IT�y),� o Conti bons) � aDaar� � without Selalres Or svAnglOUtaN rig;or OXxO � �V � ua �C g � - 4 d T,e�a•TNF,�rG�a�pandSmgp,, ��r Nominal sssingleD�Optaque 17131120Z2 Y'es Yes Yee WA Composite Ecge IbalgtaSt single 1, `mil (ImDA111Q/Qla[b'A'I^H;XtOfElgWeilOnl Therm aTru Fiber -Classic and Smooth -Star (IMPACT)FL20470 +80.0/-80,0 f 1213112022 �1 8beigl 5 oThewine-TruFiber•C>tsuaandSlrnooitti.shar Nominal88aC43,0 Jprpue 12r311,d371 Yes Yes Yea W4 B. SLIDING MI Windows and Doors Serves 420 FL15332.1 - FL15332,5 +40.01-40.0 psf 12131/2024 alaseN•i�rn� ti 1 r Composite enibe�wfng.A,OXor X Siddts(a) prswarplOueewmg: X0, OX or OXO �rtrCtr:'.3 - - dxtnhgunleona) j PGT � Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 • 1as�s"- 6 f. Thermi-Tru Fiber Classic and Snocth•Slar Nominal8aat29, 0 tiquottrnpad3quot. Opaque 12131r= Yes Yes Yes W4 GOmposaleEdge FiberglassDouble Door won a - A/C Unit 3Gittotn Edr)c withoutSideties(Illeaufg/01A4wtflg.XXor0.10* C. SEL.rTiA.JNAL C C O Wayne-Dalton y p 800 81 ry 8 SGGi/rt�peCs �7L. .70di��L/ Gi20V (8X7) FL8248.3 +31.0/-35.0 psf 12/31120231 confie 7 gTherma-Tru Fib«-Glatarc and SngothStar moomnat6atr�,e Faggtotlmpacmquol; Glazed i2131 W22 Yes Yes Yee f•YA fii[rrlCilnL, "UrriraF3anfr iw cg 9laas5ingleDmr �AIJ+a� cif 5iyne�Ql il4# �1105 � s$ _ _m �( Series 800018100,18200 ?l1123 16Jti7 �}�ii1�i (� FL�?L`TV.1Y �s 30. 0/'33.V psi FSF} w�iwi 1i./ 1/f.V23 _ inf r-,nt 8 h.Therms-Tru Fiber•Clasw end Snroeth4tar Nominflmpw�8$AK8.8$Guatm�etliquot Glazed IW,I 2022 Yes Yea Yes WA Fiberglass 1MaTi,art Front Cross Support Composite Edge Single Door with ��e(�p^�l'�«�g�.DX�GXD wnhgurasgnt0 9 iTllrmr Tru Fiber-Cl�iic Smooth-3tw PJommal ryB,aLV 8&quotlmpact6quat. G4zad 1213112= Yes Vvs Yes W4 Wayne -Dalton Serfes 8 0/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/20231 33''��__ (Ma be Cut LU W, Stlf Limit!1 fVtlis Y and WmOutut 5itlelElo%e Fiberglass Double Duor+dtha (ferwinvonamng, XX or Ov* �Qr L Bracket �� M1 Self-Criling i.tt-MITVUBrdCkoA� tt } ep 18 ronrigurations) ,0 j. Therms-Tru Fiber -Classic and Smooth -Star Nominal Saur89.0 aquotmpac%clu it Glazed 12131Y202J Yes Yes Yes WA Cpmp�daE�OsecX a� Single Door (Inawng/ Xasnfgwaann, D. METAL LOUVERED DRS Curves Divlision of AA G, Inc ---.-. 607,707.727.747.and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 Bark Cfim �3U�'?i}C�" t Inv, AIC Ulna Batton Sloe 11 k Thermo-Tru FEar.Cla"ic and SmooasShar NommAl8ZJrW0aquM,ImpaRaquol', Glared IMIQ722 Yes Yes Yes WA -- --^ �• (Typical; 3 each side for hurne.Lric ow,) Composite Edge Fiberglaas single Door with Sdiskii(s) p awingKlWswing, XO, OX or OXO - I ` configurabons) 12 I. Thermo Tw Rbp•Clagew and Srtooth-Sar Nominal U4360 dqugtlmpasiaquol Glazed I WlrA72 Yes Yes Yes WA Composite Edge Frbergla%Double Door with or % : • i i �Y M * WINDOWS without Sidelines (MemrgiOutsmrq: XX or OXXO A. SINGLE HUNG I` I Windows and Doors Series 185 FL17.499.2 + (� J { psf j 1Ol 2023 R.xi.rla. rr +r.:3'utr: u:, ✓r �..s:„�r. (•e.� - rt?:.,tit li"i�:ta.L.1. Rr a configurasons) 13 mTherma Tru F,ber.Clasvc and Smooth-Sas Nommal6Sa3i,adgwtlmpactiquot Opaque 12/3172022 Yale Yes Yes WA araa2s61r apag esyuewl .Nlrl-6i .0 �PJonrrleEmWddapldge olAswelka(slCPoor with i,Ami tail Alslt}thatvra� PGT Series 5500 FL239.2 NIA 7/30/2025 aqu Onattrrl�alaIXuo,OXa&&*galpaqudans) 94 n, Themla-Tru FIW.CIa4eeie and Snklnth-Stem Naminal6Rfs�9 aquptlmpaet3ep,oT Opaque 1^J39I1= Yes 'Yet Yes WA GOrllpesto Edge Fiberglass Double Door with OO)Q(0coonfii'grufatidon�dSd� (In4+wr Dwawinp: B. HORIZONTAL SLIDER MI Windows and Doors Serfes 188 FL15351.1 +55.01-55.0 f 2116/2024 t5 o. Therma•Tru Fiber-Clasisc and 6moo Star Nommal 88438'.10,$(luot.lmpad&quote Opaque 1?131t2w Yes rry Yes WA C. FIXED MI Windows and Doors ISeries 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 Florda Deparanern of Business & Professional Regulaton Faso, V I Compowle Edge Fiberglass Single Door with 8quotNOFlrryad8qud;Sd•le•{s) BlikingCodesand standards, QI62021 -- ilnawir91OutwAw)g:XO OXor OXOcors1Vuratrons) PGT �'s -. Series 5520 F L2�} 3.5 "r W f4 1 / A `1� j'}, 4/ 0/20 5 �/ L Product Approval Application Detail 1a p TMrmal u Fiber -Classic and P m Stye ComNomma Edge Fib Fiberglass Double parr a&A4i Opaque 1 31Id022 Yes Y� Yet WA aqudtNoo-Impadaquot: S004UG (mewing Oulswig, Dr MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024' OXXO d4lrr03utgnl t7 q, 7Trorma�Tru Fiber•Cisasic antl 3mapth•Sbr Nommal (taNi39,8 bgixtL Non-ImpactaqupL Opaque 1:131 Y2022 Yes Yet No WA sdhlft 'MW a t>� �� at lei» Va4Nd1 )Ir S arntlnaMaLkrae VattlMe9a >a arMmetl F!lC AbproYal Aggl33 gtatr� Cgmpesn! Edge Fiberglass Single Door llnsairaIM# .S&q onon-Ima ) i8 rThemra-Tru FF•er•Chssc and SrroolhSbr Nommal8a439.88guoLNon-Impad6quoL Opaque 12131 YX122 Ysa Yes No WA PGT Series 5500 FL261.1 NIA 5/2612026 MRI-ti. 20a, Smart V-A P Wud.. ILK lAct,"Griihern NemaaF Naxo P E Lode ^wean P.E t 2ns+xi2o i VIW020 ,N2L'_o20 AprI--d CGmpaSte Edge Flbergla� &as* Door with 5ldeita(s) (Irmv4ng27utaawmg, X0, OX a OXO E. OTHER CacepaiY: 9euaual Components {677H1�359 PE-7378 (�4)3t)0.,x0 SLOCa,•poray Wpai,xs ttbcducao Result "c mnbguraDonsy as a of irVoavies an l 19 a Ttlrmut-TN Fbar-Clasic and a"rmcM-Star Nominal"430,8 agwt Non-ImpaaBquot Opaque 120rM22 Yes Yes No WA Nor Tedtnowiry Compliance Wall EYaa,.beil Repot ►an s composite Edge Fiberglass Doubly taborwitn or Muiogt scL4ftes grnswingroutipA4,q, Xx a OXXO FIaWa Reer4ted Archn"t or Wevnsed Florida l cohflouralbn4) Padraslenel Engtieer f rate Praaucls 20 t. Thma ea-T v :XSlae Fiber-C9assic and SmnhNominal$a1F.39,08gintNon-lmpvO:tSqurtr, Opaque 1?15irXi22 Yos Yes No WA Composite Edge Fibargtsa DoorSingle oor } PANEL WALL QLalliv Aorawd ter Us AmLtudLgLft � s�aa (In W+figfQ116W1Mfgo X dgnfiguralipn) 21 L Thelma -T ru Flber.Classic and Smooth -Star Nominal U439,08quetNar-Impadl&quoL Opaque 12Y311M22 Von Yea No WA A. SIDING N/A rgg3 e � lam 1 Janes Hardie Building Prod, Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 12/31/2023 CompoWle Edge Fiberglass 5Ssd•Ue(rd or with XO.OX a OXO prnwny0ilswtnp. XG, O ' Brorty sit Model 11546510 Dual Funcran Flew aM Vemdeam Vent 12r31i2023 Yes Yr, NA 4 iooli00 Sin-rtVed Medlin 04540-511 ritel Function Flow and Ven0a4m Vent iwi/.1023 Yes Yes PLA .1 ilo I smanvent hit 0154o525 Ins lord Flood Vent 1ZCII(2121 Yet Yes NIA 1` � iCemplank rnn$auratbnsl 22 r- Thermo-Tru Fiber-Gassic and Srnppd�5far Nomma18811W,0 8quol;Nor+ rmpad&quol; Opaque 12fW2022 Yes Yes No WA Composite Edge li"laas Double Dow In o, B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL!5272.2 +75.0/-75.0 psf 12/31/20231 4 wit MYdlef p154o521 rlse.►ietl FTOep VarE 12.012023 Yes Yes ri,A ttl))},p0, without SideiA•s (InsvrinoOubtwng. XX or OXXO Alpha Aluminum, Inc. ___ Sold anti Venaed Alum num Soffft FL16544 RS +54r2/-54,2 psf 7/3012023 I Smamtsa M edei e154O524 16aget; Game. Coor Flwd Vent 12tll=3 Yas Yes N+A ruA Snis, b Modal e1540SU Yigotl Welt lnwlebd Flood Vamp 12riU2i323� Yes Yes Pl,A •t00F 10U Con inalHbpna, 23 1x itrerma•TrU Fiber -Classic and Srrlouth-Star Nominal (118,01306 Bq 0 dBquut Glazed 12137/20i22 Yes Yes No WA �4xuirYVeM Eamnvent bMwtel e154o5T4 14.5Aqua Gawge Door rwpd Ve18 12f V2023 Yea Y'es WA NIA ,�,,,_•�_•��_, Composite Edge Fltrerg ass ratglr loot Edge ingla seat bivanXotNon G. OTHER NomiOlOwnal Inspec 24 >L Thartrya-Tru FberClaaslc and SrxxAti-JTar Nommal lSli43g88gwattYarl,lipad8riuot Gta7ed 12137,'%022 Yes. Yea Flo WA £ Composite Edge Fiberglass Srlgle Door with StdHte(s) (lnswirg/Oidsving, 7GL1, OX or OXO s wnfigutationsJ ( 25 y. Thermo -Try Filar-Classit and SrrCoai-Slar Nominal 6SA39,8 aguOtNorslrrlpactaquOt Gla¢M 1213ir-Im Yes Yes No WA Florida Department of Bisiness & Professional Regulation �e a 1 ln4rsml COmposae Edge Ftbarglass Double Door with Or win out S eelltes prr�e g outawng, XX or QKXO configurations) �: ROOFING PRODUCTS i Building Codes and Standards 26 zThermse-Tru Fakr.Gapic and SM*Ol1SUr Nominal 88039;o aquothlorl• ImpectagtiOt Glared 12131 run Yet Yes No WA A . A S P HA LT S H I NG LE S GAF 3 Tab, Dimensional - F L 10124.1 NI.A 1211612022 � Protl(Kt App►oVal Application Demo Composite Edge Fiberglass Single OWL Orn Y ng/C ulewyrg, X comiguratdrt) 27 to Therms-Tru Filer -Clause and Smooth-Ster Nixnma1884E3D,08quotNorr lmpadi5quot Glared I2r 11=2 Yes Yes No WA t --- -- - - B. UNDERLAYMENTS Tarnko (for Shingle Roof) 151b Felt Underlayment FL 2328 N/A 612912023 Composite Edge Fiberglass angle Door with Edi t>>{D.DXaGXD iffit ➢Otlg� gilt 2112 Do[t��0n �tf l— Maaaradusr Eno! aLievalidated By vrra a FOC,esera� ft"D� Nominal urts) � TryF�rG andangdh r Comport Oil"1�ImpagDoorWinorGlart213,(.7]72 Yes Yes Na WA GottipOate Ede Frtlarglees Dlmi[lk Door Wih or wdl,an Sideiitee )i(a OXXO Plyglass USA. Inc.(for Tile Roof) POLYSTICIC TU MAX FL5259 N/A 12123/2023 R—on 2020 Daerel violate Inc Jason 3huraste Zaanaq R. Prla+l Locaa Somme P. E. oMriT ?0 LM/r8(`0?0 0912WO20 ,o'132o2OD FpPrawd WOO (IraaalrgiOuUnrirp, win' uratiorls) C. ROOFING FASTENERS N O T U S E D categoy: Ro frog id112r 3tA t51, PEY4t21 (314i 3ot aalbCr•OW Mete Rod*nO asriwiam@ae,met ixm+ Dor"AarI Ma "* Ev alloo ROOD d from a E .. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9r/9/2026 Florida Regshred A,Nvted c L—sed no,,de pr.nsuon.1Engmear F L417679aae Flail m Ar snit la r. ,p»t > Florida Metal Products, Inc [Vent RV10 FL21580.3 NIA 12/31/2024 Its"hodst rods. rim6er a ! trwud pasMollon C.ad tfmlaMirf air i!>lyt 1Seiltts[$ < O teal Metal Floating 9pNY45 01110DNE DMC i568$DMC iY:S DMC ma$ 12 ),R025 . it. N/A , t�il:.SV Florida Department of Business d Professional Reguletlon pane 1 a2 Budding Codes and Standards Y102, Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 f 12/10/2025 Product Approval AppikationGetoR E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 SF9f Piladne Boral Tile iSaxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 Florida Department ofBusiness &Professional Regulaton Peg2d4 Itltt mill One .fit T1fat YnY� FBCAGENYA dggnd �DMC 2Lr.V MI'NOIand Dews BrnteltlOw LusRoodlWlanes SteinMVnicn.PE 10r0a12020 11r0620i0 10J1912020 1Zr'S.'O:i) APpra.ad 100NS, DMC q50SS,DMC 175S,DMC Building Codes and Standards xazz Product Approval Application Detail F. METAL ROOF Drexel Metals, Inc. I 200S. D 1C 5�1` FL17679.1 +0/-180 12/31/2025' I category. Battler Doaa (-1713M.3wo PE-62514 71T)3IT-84!I4 Carvilance thud Enear Assemblies OUWainge gm over An "lusti vaU� ce tn 1pat an a Fl4M1Oa Regearotl Arch feel or r Lltante0 Flame Pr fifes-6 Engines Sam .tiL �. FLLn6Ys2a0.a Woduass ■.■rarrraoe ir�ali'J�rsrr �a SHUTTERS Se al RS T_ Version Manufacturer contact Endlnaara Licenseyaiklated 8ll Validated Surfed lined FEW Approval Aooroved Statue Quality Aaauraw AaarinHWZ Uu Aputgam Up j0gy sad s Pr Wrcr Modr. Number or wino WOAsct or4usoaan CONrlsu Gmlrarosl pre � [i�Y tg (�P ywlartl FYeseun geY,9v, 2020 Trtefms-T,u Gorwation Steve Jasperson LyndorsF Sc[lrnidt.. PE Ryan I Kin(}PE 04015r2021 12r31r20T) W2'212021 C6✓J5ti2UZ1 Applc+ee Category' Ettenor Doors ism 84S7am Fir-4540e (813) 767-IMSS4 were aU e e - - i 1 SEP.ES 420ALUMINUM SG0 SCRIES 420 ALUMeIVM SGD 0X0 QW2024 No Yes Us WA A. STORM PANELS Global Protection Products Steel Storm Panels F/y� a/.�� FL15076A - FL15076.2 N/A /�rrjMt //� //� 12/3112022 SubCataggry' SYwngmg Exterior Door Astanbbs srazcerwrotherrrmGu._c 14S 3J410udxaoaged. NON -REINFORCED 2 SERIES 420 ALDMitA1M Y.0 SERIES 420 ALUMN/VMSC00X XO, XX compliance Method; E7Iutrbon Report}rom a m Florida Registered Arr, iec-t or a Lwe^sed Fbrda .Galvanized 12131f1024 rile Yes Nit NIA 969quot a0&g sit NOt4R8NFORCELI All American Shutters & Glass Galvanized Steel Storm Panels a... rL17869.1 N/A 12/3112022 Pi'dmidinal Engineer 3 3ERIEs 420 AL UMINUM SGO REINFORCED SERIES 420 ALUMNIUMSGD REINFORCED DXO 12131r2o24 no You tier NiA 4SSYbgad 6a6q.a, L FLA20468-R6 ProdueN 4 BE RIE9420 ALUMINUM AGO REINFORCED--SE9IES420ALUMRIUMWDREIW0RCED0x, t2V312024 No Ye9 N1 111A Quality Assurance Approved for Use Atioroyad for Use l t'rasYan XO- XX 96aquaT6M.gud: 5 SERIES 420 ALUMINeJM OREINFORCED SERIES 420 ALWINUM 9GD REINFORCED XXK IM11 p24 No Yes Nc NIA See a PrEduR Medet. Numtter � riaefe Cg,Nraat EkO��on>= on NVku gutsier! [NHZ Luber s43aqua at16d4F44r 6. S aTTRU RU C TURA L '.. , a Therrr is -Clams, end Smooth Star Norninal 6&432,8 8quoklirpact8gwt; Opaque 1213112ti22 No Yos Ves WA Go posrte Edge F,ba� gs 3e gee Door PnawnigiOtdswrig: X oorraguratirxi) 2 b Theme Tru FitwCiami: and Sitoobl-Star Nominal Wr3s88gtiovi paclaquoL Opaque 1213, M_ 2 No Yes Yta OVA Composite Edge Fibeglasa Single Door Ynlh COMPONENTS - 5didte(s) (Inswir,gPDat—re. X:7.OXor OX0 cunfr�uran>nt, �" j"► f� i� WOOD Ni..�JTVR'LJ1 USP Structural Conn. _ ..see .'-""'".'""'�' _. chart 3 c.Thernia-7mFiber-Gasscand Smooth -Star Nomura 6110%J8.a•T,mfirrgact8quot,Opaque 1;131;2U'_'.^ hk1 Yaw YY" 141% {,.Omposte Rhvgles9 Florida Department of Business 6 Professional Regulation peg.+ a, Edge Doubo Dow with or wlvioutSdalnes l'YrttrmeigJCXmvving: XX ar OXXO cOMgur'atlonsy Yea Vas NIA t� Q ANCHORS BWlllt rig Codes rind Standards 1RfXlai -1--J t ,des 1, p Sim Simpson Str Ling -Tie �r # /s t see chart I 4 d Thern1•Tru Fiber•0laasc and Snwah•:.itar Nominal 684 .0 kwitimpacAquot.: Opaque 12f3111f32s! No Compost! Edge Rlraglaw Singe Door -- - Product Approval Application DetaYl /71 VJ (insinal SdirNlg.Xmimpactclu 5 e Tnairna-Tru Frber.Ctaxvc u:d Smooth.3er Nommal8Bds33,O l�tsstirrpactaqupt. Opaque 1:73,f2021 i.k Yws Yts rdrA s B. TRUSS PLATES IT1/V Building Components i i ne Truss P I ates 'Alpine F L1999.1 - F L 1999. 4 N/A 12/31 /2024 Edge Single pop, with - MiTek Industries, ins, _. 'Truss Plates FL2197.1 - FL219?.5 NIA 12/31/2022 S"Comto,rce Wo"15ara o�t ,gtOwbvwrg. XO.. OXo OXO S�IY FNIIdC.00 .Ors Pub �i nss� lire gur"WORM 6 f. Therma-Tru Flbwu Classic and Smoo�Jt-Snr N.Inirol 0039,0 aquatlrrpact8quot Opaque t2J3172022 No vas van WA GpmPa�a llas(IP i�9 Doubip ftwingD.orO or xJ(a OXXO _ JZL Y2@1ffi �ip1QaG$ILg. �;� FilAnear a ucerre ValMsed av F6C amwanl Approved ��^ 202t wipertarion .advsipnarCVMsadDow Dr01)79 ansn MnESples iafaYP/unssanPE 1N12rJA20 g62a2p20 ,OrZ5R020 12n62020 Pppw4d 'aporerKm ) t 5 737 M04 € I a21.52(aa;l C. ENGINEERED LUMBER i Weyerhaeuser ads �L i �L j Rim Board. LV 'L. PSLr LSL r/a FL6527.1 ' FL652r.5 N/A " ,i.16� 3/31/202L3 C0nrgt 2UOA&J s pnsavtnglOutswnng: conhguraapnc7 7 9 Therm 7ni FlbevGkisc and Smooth -Star Nominal 66489:8 Squotl n"Otaquot, GIua1 1"113112D22 NO Ye.9 Yes OVA Comooatd Edge F1 borgliss Srvlc Udb, Cr-idled- Er. Se.1-1nor dtelhl+i vayea-dNtOn f saerneiie9 as C•mpbanca Mamadt EvoAleriav Report tom a compl porlr. .era .pal Eutitan Report — ram _ - - D. MATERIAL _ Cast -Crete Corp. [ 9 g "�"-�`-'�"""- "" ""'_'"'"" High Strength Concrete Lintels - FL158.1 - - NIA 5/21/2022 (!nmr>,y0u1132A Xcrnfigwatiwsl Themy.TN FiixlLMwd Snlpoth-$Mr Ndmmal6aa-3¢,8 aquOtl RQadatiIDL GIPZaN 12J31f?£)2' P4f-+ Yp; Y>S N r't FIRindo aiW Nd,siriaati+ansal FlOedq PrdeeeaTpl Engineer - 8 n and C.spoip Edge Rbergn�SSrngleDogtwin -Q Commercial Concrete Products. Inc_ High Strength Concrete Lintels FL1774 WA i 5/2512024 <'11iB21i t O adeltte(s) (Insw,nglQWsw XO OXgr OX0 abona) .tY9l L A iThetnta•Tne Fiber -Classic atxi Smc*7U,-Star NominalteEdge 8quolass,Dubts Glated 12/31i20� h Yes Yes NJA � � !M a RadRt Modal iambi a Memo $Q��gf) S In NVMZ Quarts sfyF1Z P/sswn 0 l..i Composts Edge Fi6Kgi�s Double EKbr wia1 ar Wd IOUt Sdelites pr1aWF CA tswlrsg: )iXa OXXO 3 6aON10OM200 a1105 sfee3e. Max UM 14daa39. Mfrs hdgN Glaring / 2/317fi23 rb Yes Yes *31.0OP35.00 AvMleblle In too or iabtmrdialr serfs» u canfegtrraaanal to ) Thetnia-Tin, F iber-Classic And Smooth -gar nominal 88439,0 8quotlmipecl ill4i Glaed t 131 r2022 No Yee rap OVA Composite Edge Fiberglass Srtgle Door coo 80(7etOgR30o 411Z9 iWa0*1104. Mat v46U , 14atlak a sX haiillon. OeaT a g 2r31A023 Na Yes Yet =30 o0} 3S.a0 sv Yn top a iNermledia[t se4lan. O Configuration) W9 iI 6000et01y6200a1924 is t439 Max Mah. N4ae38 Max height Glaing 1J712023 No Yes Yes-34.401-353) sus estle in top or hNersiaMa %ad" 1, IL Therms -Try Fiber-Gaas+c xd 5nioom-3sr Nortartal SSp9P,0 agwLI eniladaquot, Glazed 1213172[[22 NO Yes Yes WA CompolitEdge iberglass Door with eP Fipy0aR6w ♦� Sere rip XO�OXo, XO nave The products listed below did not demonstrate product approval at plan retied. I understand that at the time of inspection of these products, the following information must be ootifigunaaons) TharmsJfu Fitter-C"W end S,tfeoth-Stet Nomenll 8S4390 Setuotlrinpsietaquot, Glared 12t31r1022 No Yee Yet WA Edge �WOLA1el�k�p0(OXX SdeaW kXd OXXO available to the inspector on the jobsite; 1) copy of the product approval. 2) -O wtfloix (Inaw4rgfOrrlswnrq; ooriflgrxatonaj 13 in Therma-Tru Fbwr-Classic and Srraath-Star Nominal 8aa39;S aquWrispecgigwt Glued Molded 12r3I= NO Yes Yes NIA Single 7d Open Comports Edre Fiherglaes sv $ Department lets fofessonalegu on ream, or, O L (InsimnolOutswng cionfigusaaon) 74 n TTtemn-Tru Ftttar-C6sMd and Sngdh-Sir Nominal composite Doo Molded 12t31r2022 too Yes rtes WA. Opennd Singe :) wnlr agar lmpacffiquot Singer erne Edge Rbwi(s) Budding Codas and Standards tnram, n ut Glazed Molded opera sdelik(s) pnswirgOutswing Mold O Product Approval Application Detail XO; OX OXO ecinf gurati-0 o-Trtr 15 o The,mFiber.Clase,c and Smooth.Star Nominala 8,03RB aquotlmped8quot Glazed MOided limb= No Yes Yes WA Open Composite Edgefiberyltraa Double Dcorwth (I without Gored tAdtled Open Sdeiitn ts4t �i 9L till[ adsate rn (Inw,irgl0ubwrg, XX wrifigumbpris, 16 p Then 7r oo Fiber-CXome and Smih-Shir tom al S8413g.8 aquotl nlpecidol-t, Opaqu. I2t31J2ri'2: FA Yes Yes NIA ■ Hipp it ffi Fool- ALk— VAd ttd IN y; bl s3ltlmed d FNGAearerl ate U) Composite Edge Fiberglass Single Door with Molded Open Sslelih(s) PnawinglOutbwing, XO. OX or OXO Re•,isim M20 Canes DlIbot o1 AADG. rtc Tarn RatiOy UL LLC Tray 8ohop, P.E , 2MM20 12p V2020 17121i2D20 Awed catsgay: Extent" Doors Y641) 494-2813 l9u)1047.0080 a(' ■�"'�a wnfpurations} 17 q Thearn Tru elpw Ckswp and Smoah-Star Narrdral $40*8 SquoLl^pacti wot, Opaque 12/31/2022 no Yes Yes WA Composite Edge Fiberglass Doube Door wan a a21CaNniory: Excitor Ooor Cgnpp,lents tmi.rate"e. eso;iO,C. Carpi a ,a MN^od: Cotaiesaot Malt o, Living in w, tout Glazed MoNed Open Sdelues FLe1lsRaia IYoduds fi,s:Nrlg(Oulcwrsg. XXor OXXO,»adiguratlals) qualtty Assurer" Aowsyad ter use Amlewata tin 1tl>tlSl Cam. W adurt radon. Numbs r IMeaa in aw i NLNZ �a 1 i5p7, "07. 727 •47, 757. ?77 Did 647 Single and Part of F4isb. Gerivd, arto Lou tiered tingle and pegs or 121.111C 5 yea Yes Yes NM OaaS naferm to dpd9 —0 APPLICANT SIGNATURE DATE 2 4't022 O Florida Department of Bustles 3 Professional Regulation rig. < 71 Building Codes and Standards l vas'•, W , Product Approval Application Oetall ti Florida Department gF Business h Professional Re Pe Regulation weal cr7 BakiCodes and Standards 115=1 � Qng 8,2 l ` Product Approval Application Detail Z J Emitc.ge SAIL 9ts [}4kaPandrao gp� .. Coe, Nitl �m bore Ore lid rwaenm baA Tent Y�igu r.nafama- Sm[sa>m Ea�lalLi�t V.sPersrt ar yyidyml SOmWaf FRCAmie,rr � g� _11fat YJJN [/anu%auxs almarima YAWAM YSI CSI.OX" MAixn»M ADIMyad S)etfr. ReuWn 202g P7" Ros!veai Mien4-Elide 6CL0 - CER Maem:E}4de aGCG � VOL 11/1 gyp: 1 GriY2V20 11 .4ri+72o Apprawbil Cailgory. E:atwr Doors t941)466-0100 aFes)315-7590 - _ _ .. ...,.. -, _. _. __.._ ._. _ !' ^ • - - _ _. t,. t ('i -- -.-. .1.y Dyer T U A L 1 1 .1 r- - i via .t � iRz,�+e �� , '-c,r�, J arbCstegottr. 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Theism Tm Floor -classic and Srw:o.- Star Nominal 7803eci BgtF5t,N0n-Irry;utt%&puoY, OpaqLie iZ311'L',)2'2 No !r'e!a No rVA Composite Edge FitJergiasa Single Door (In9w4ng'OuHIvdng, X configuration) 5 e Nominal 78s39; 66grrt,Non-I rrpacE&goat, Opaque t2OV2022 No Ye=. No wA Gompustte Edge Fib"Joss Single Door with SiCAB" (s) flnstmy0utsvang, XO. OX Or OXO ccnfigurahons) 6 f -herma-Tfu Fiber-CiasLhi lane •Snrari-Star Nominal 9&A3g,0&quorWnr 4mpaa&qur2 Opaque inirv22 NO Yes No WA Florida Depar11 Al of Business & Professional Regulation Fora I rr 1 Florida Depar narlt of Business & Professional Regulation Pay., a, Florida Department of Builinil & Professlonal Regulation Paps A of, Composite Edge Fiberglass, Single Door Build+rag Codes and Standards >. '^:1 Budding Codas and Standards Ir'A'2'Di1 Building Codes and Stoodards WWI tlnseInginutmwrg X Fontleuraben) 7 g. Therma,Tru Fibw-Clesslc and Smooth -Star fJomrlel &SA39.0 kwotNon-ihlpatAllquet opaque 12131r.= No Yos No NIA CgrnpOsiae Edge Fbmplase, Smale Door Y.4h Product Approval Application Detail Product Approval Application Detail Product Approval Application Dealt Sdelde(s) tUselinglOwsweg XO. OX r4 OXO configurations) A h TnefmaTnu Fiber -Crass,^ �-9 vinath-5'ter NOrntaal FJSe3g,0 dqurif,Nortlmpsx8quy[ Opaque 12r31lY122 Ns Yes No N1A t1aT4181i - FU15353-R5- Compo6se Edge FLDerplass Double Cow %ft or Qe enter.1, 2" 2Ki Dal. Pe001,10 ggy "Ilk E-Wr Aar Rai )Data Dare Pradm ga gab Ld&eJ r 20 a" Gam' BODY 2111[ weloul 9delaes pnswinglOutetrngg, XX or O+,X_O IYB. 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MMra,s jrceanaQRQeWUsdle7,c 10 j Tnerma-Tru Fiber-CiaWr_ and stromi Nominal UAAN:8&g'Jott4o,-impaducI v,t Glazed 12l31r2022 NO Yes N, NIA Carrpllarara Naalad: CardCahew Man er Lhhng cm Coarpila'u 44athort EyAWN. flOtwn lr »i a Co rell"s Nominal: Cefa minion Alan a UWfp as C4rnpruAte Edge Fiberglass Single Dow e th Fl.Cride Relssttrcd hchhrna or. Likier aed I",. is, Srdelite(:s) ilnswing/O(dt4w4t1g; X0.. OX a OXO F.6002iftl1 >1ir14 P"o-rsiona Eregne4. F11=413 RadW mrotigure0onsl 11 K iherma Tru Fixr-Classc and urcroaih .5�r Glazed 121?+9 YYY`•2 Norrinal 8&a33.88bergla rJo Yas M1b tdlA .nrrac. ux@1md w use A +rn -•- a a.a `- '.$ii1fanN 6, droved Pa uaa � RdgD or Corr,p06ile Edge Fberglasa Double boor anti or s Double Door $111 al Dom YudaL iMarbr w Wise PswAst Deatriwiw3 Crxxred Emkdlm tzar. in HVHZ Dulaldr MYHE R �E Yyl�i 81�i DIY, vvk,aJ15dahte6llnwAirgrOutswmg. XXa OXxrn 5 PW-552t1 .;Large M40. lerpsvl Vinyl Rik Wild- OAIW C,25 Yos Yas � U'A �� A raroa ii Amevad Nr tts jay 1219M t Will for All Won aA d yWndaero A4Mloum MuBona 051252026 Yes YCe Yea WA wnAgura"mi9 3°^ a w wta Yle) ata.ahatar twins lsolk rv-wade _ADW oar_ 1, rI AsZ i aludlo d Pressut[ 12 -Tru L Thef maFiber Classic and SmlJolhi-Star Nlonlnal T&e33,O8gwrt&ln•Inpex&oux Glazed 12r31rN11 NO Yes rid NIA - 578J Vmaail Alvmxuvr Murton tgSIP-1024 Ne, Yes Yee WA Cp pciwte Edge FbeIrglasc Smplo Door oOswnYK)u6cwrn'X pon guramon) 13 mThenrv-Tru Fiber -Classic and 3moo4h-Sitar Nannaal7&s3a,0&quCtNon_1,pad&grnt Glazed 12J31r43r IJo Yes I'lo IVA Compoe to Edge F,berglams Smple ('low i4Rh Snelde(raJ Onswtg/OutWitir. XO. OX a Ox0 fonhgurations) 14 n Therma.TN FiowrCdsaie and Smooth.Star Nomhel ale 3e9 ag06l;NlOMmp9[44opAnt G122bd 12/312022 NO Yes No NIA Composite Edge Fibergiasa single Door (ImmngfOustamet; X configuration) 15 o The(rna-7. FKaer-Ctati. and Srrpoth•9tar f-bmnal 8&#39:0dquotNorl•Irrlped&,quot Glazed 1213112071 No Yrts No N,rA Composite Edge Faberglass Single Dow with Sidelite(s) tinswngrOutss nq. XO OX or OXO Flotir� Depafonarrt d Business & Professional Regulation Fast I a Florida DapatlrneN of Business &Professional Regulatiort Faueza: Florida Department of Business & Professional Regulation Pop! d2 18 p Therma'Tru FRIer•Classic and Srlroal[h.5far wnfiguranons) tJamilal Bdri139;08quoY,t40rWrtwla-L&quck Glazed 1,21310022 140 Yes rW, WA Building Codes and Sta ndard5 r n,f' 3uid!rig Codes and Standards 101arml Building Codes and Standards 14=1 CompOelfe Edge Fiberglab Double Dotr oth or wtyart Sdelmes 0nsm112VCluLev'nng, XX or IDXXO a)nfigurorione) Product Approval Application Detail Product Approval Application Detail PPro Product Approval AppHCatbR Detail 17 q Thor" Tru Fiber-C4tsaic and Snwd+h-Star laornned FA#38:8 opaque 12;31 r4ZI No Yea Flo NiA - r r 2.R5 -. Composite Edge, riberglaw Single Door wYCh Transom flnJs angiCufsvdng. OV1(confguratah) 18 r. Themla•Tru Fiber-Ckaasc ant Sisroc W NYlioal 168agJ:88quofitdx,rwl 8gu^,{ Opaque 12:310021 Pin Yes rlo NIA C941 "yam Pat Pala Drip poi PRIN,S24t. .�4 fit!Date, prindrin no tab LOW x 21wila= 120 Cornpomdn Edge Fbergla. Srngbe Doir-Ah Venwa0 is4rwfacNam 1 Endneara License vdnsfea r �IImed F .➢Fa8ye,al., Manleacturr C , jjgp r—,yaltdatae au FFIC Amravai AM.I d itNWi ' Yet version isarNfuwre road l asler A UteereayaRaaul Bs yajvjlQ f FBC Amwlyd Aeam3e:9 ajaBa E5da14e(s) end Transom (SreemAg, isAfng: O/XO C+'OX Or OJOXC mrfiguntmsl Revision 2020 Jives HarSC Bu'llr Pro nee, Inc. `A Chad ONTO. V. Ar<drew Tan Jai, Swunaro, F.E. 01o5h:21 121I4f," o!AN2021 d'np r0C Atpn Par— 20i'-0 A'I rje N e rh r„s, Lyedaf F &:his J RE Rfln J K.9, Pee - 02P VA71 0205t2021 02.!�:1107, 04n 312071 Approved Reason 2920 Ca,ar wptetf $tlah Robert Nemmen JahnW Me£M,xi, PE aa/26l202A 0952112620 t JA'},2DX! 120S'2020 Approved tt 9 Therms-Tru fba tlassc arid S-r *-Star Nominal 6&N30, 88sgtAo;Non-I pLeaBquor Oldaq- 12131121321 No Yes ^i_, FL,4 Category. P" Was (Wii) 14"nA) PES1 as, r30l2f J67.252e Ca v6' P.,s ova!K s3C a.... ;w9 PF. a3aae e, a, ?GI Z8 5 eaeegoalr R.Nli M0713e-Z"I PE-59194 (n54; 772-6224 Gorep7ede Edge Fiberglass Single Lks r weal+ sadcatagLaey: adI4 chord dw'+.A1,jemeshrd 6abcakvw; q-ffk- swCfdepory.' Atgrt 9hnyas Mweri w.rom sdelihol.) (Inassrn900,iteveg_ XO Ox-OXO CwWIWt. NBUIod E'tMaahon Repot N— a e earl. Cam¢IAn4.9 Naar0d• €<4*on Report non. a Camahwh fg4H md: Ev.Wetiut Report ean e nj Continuous Head and 90 e6rfiguratsax) Roach Reg-stered Availed rat a Llcrned Rork% Atgi€te. 1Ncsilrt m a Licensed Frvrlrla Flood. R.VMIW ArchW$ a a Liaised Flaldo .71 1Thenrlajru l=rbeFCiasNe and Simeofh- Star Nominal BEa3908gadNor-impxt&quor,, Opaque 12131tM2 No Yes No WA FYohsermm Engneel P=crean'�a' Engr.ers prpiCssii»a1Erprod Compost@ Edge Roeg lase Single Dow with Sidefipi Q nswngVOutewarlg XO. OX or OXO rUP13192RAPProduds FLMS272ASProducts FLMIHZ"za R6&Kil Continuous Head and Sip confolunrors) 21 u Thermo-Tru Fitter-CIa"w and Smoot) Star Nominal 6&a398 dquot Non-'inleadRcluot: Glazed 12131+2C1 No fee Fig WA OMIh AMani Amrsw.d for gni Ada oval ra U6s Yam 1 RudAt um Wall N2mKl ofacrlog Oulfkk MYNZ - Pros!" Qk4ity Assurance Ameved for Use AogrilIed Iw Use i[P� � Eli a ra.6w RAWN11, Nu e4tr Memo ReMN�lrl Fbcu,_Qtl Amrevedfwues eB� am 2tft Prwirt Mudd Karbr a IAnaa Compowle Edge FibergiwS Sk19R Dear with fjt" mat2g IN: . n, Corarala s, HVHz QtYde HVH; Rea1CyY PrKaln iHVHZ jilioddaid f ai ore Sdiote(s) Qrlsw/n{ALytKsalerg; XO, OX W+:XO 1 -AAA-Ir Lou Sdna li le - nnsal rep.,d.2 17r3112t123 Was Yes NcA ILIA v'ar vent o' Snit Vnyi .^n(a 12;'31f1LL"' rk5 Yes No WA 1 GAF Ase hme AuditShingtes Ft".. m rsho-d 3bh men arldL 5-hb and 12116=7 No Yas MIA WA Continuous Mead and sal alnfg!rabo s) H.rd.PRnk Far Sling rb.r�ce-1 49 z5n2 I:l312023 Yas 'fee NIA NIA o. &U,a Allence T�gtot, r,M, Vent ar Is-V.nys Safe l b31TYP<3 No Yes No NIA filpAldge ssWrsn stdnpMs 22 v Therese Tru F ber-Classic and 5mcotle Sta r Nomirgi 6&N39',0 ULAct, Non-impaci8quot: Glazed 12/31r2U7? No Yes 140 NiA ? ca+Jtap f•4entirllr ViNsua sfonl•A6A-hu Writ uerrr a 1.00 V'myi S✓" 1213112J23 No Yos Na MIA Compas4e Edge Fiberglass Single Door with 1 a t4l. C38ruac -mist -tm-aid 1J.0 Sala t2,31 rr-1w3 Na Yes No WA Sldelto(a) Q nswngfOulawrrg'. XO, DX Or OXO 5 e twol'C:halr' Cah4q'* $tri1 V.l4I80dd VWIl SJW t 313117023 Flo Y.. orb ILIA 23 •w Thermo-Tru Fiber-Gld®@w aid Smoak -Suer i;0111nuous PAW and Sall Wnridurr hats) Nominal6&#3Y,9 &gaaatNon-1fnpadL&quot: Cpagque 12131=2 No Yes NO WA : &-Ir S'uptr.:gnnC.9,lr+1.'!iaf1A 'V-1 ar Sdid're,kd FIft. tZilIi2*rV3 No Yoe W NIA Composite Edge Filiongsom Door Points win, Vented Sidear4s) llnarnngfowarwig; XX XKXoi UNV, wnrgurations) 2l x. Thelma-Tru Fiber -Classic" Smooth -Starr Nominal 6&#3a;0 &gtXX;Non-lwziAN%Rquat Opaque 42/3112= NO "'yes NO WA Composto Edge Fiberglass. Door Panels wrlh Verwsd S'idelae(si (I nsw ripfountmv XX )70( or )DAM conhpunfions) 2° y. Theme Tru Fbar-Ciassro end,SmootR$ar NomiMlB&aOB;88qudt;NOn.ImjgC&puot; Glazed 12131r?622 No Yes Fb WA Carnotite Edge Flbalkist Goer amen vas+ verges Sd@Idsr(s) (I riswng/Outswig. XX XXXaXXXX Florida Dejartment of Business & Professional Regulation Rap, t II I Florida Department of Busness & P,otessiona! Regulation Pao„ a, Florida Departrnert of Business It Prof@ssional Regulation Pear I of I 20 z Themha-Ttu Fber-Classmand Srncgth-Star conhguntairm) Nominal 8&N39;4 ffgUoC Non-InpiCt&qu0t Glaz4ld 1 rJI12022 No Y@@ W, WA Bustin Codes .and Standards g 1i�=J21 BuddingCodes and Slarodii I,6200l Building CiOd@5 arid standards h Composite Edge Fiberglass Door saraelawth Vented Product Approval Application Data* r� - •:.- {� •e Side WS) 0nswngroullwng. XX. JO(X or xxxx ProduCtAPproval Application Detail Product Approval Application Detach Y 5`� � aA+fguroakx's) � _� - 2; za Therma-Tru FOler-Classic and Srr[z-Yh-mar Nominal O&#W8 8lquMNon-Irr[iw9l Glazed 12131120= tdi• Yes N2 NIA Composde Edge Fibergass Single Door with 3&939 C MOU" a'1A16Nm Sidelibe %) nnseanptOutBvwrg; XO. OX a OXO o0o ni391 f;ntkr w 21111 2" Ore Partdno jam., f.ItllYJa glYt 2111 Dan Peatnm y&L! £44i GIVAy or 2w 22Bt oat Pmdm 2kt f 2@ 2b. 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OXXO egai: g Category, P.eclee 1417a 624.6a44 PF=60166 uV-F' 7'r?4224 PAed ,par-s f Tag, 0 .:313. 24h.3.m PE. 74021 ,'"17y 3t t$.d3! catagOry: RO6tn B 1904) 78"400 i RUCK ar - gnaelnQ 4T173 3174t4S4 2g xc. Them*-Tru Fiber-CVese�rand Snwvth-&ar , Nwhrwra9a# ,,48,qud,Nan-i vt; GisumG 1y3'112r,122 N. Yes No WA at,b"Nowrr Ur i pis rem_W.Ql_*. cos Category Rxt-P &YaPC�tagry P.c,7# 9 Aa ,sAri =5 tnatl amen +�Aonnrw.xoornacom s,bCYaporr. R1lednp AFC.Barl. lnee ova. Pan ptxrgpnarrrro corn PE31242 C1 1 Composts Edge Fitaerglapi' $ttgN Door wkh �'6#3P,te 9delee(s}QnwAmpt4l,sPnwrKJ, XO, OXaOXO Clods flirle. Y.dgr� Evatuaam Repo- lama RoachR�mretlarchitectaa Ltariaed FlarxJa Inetrl. P, , u11ne Rai a Siren° ante r elehe Rain m V 9� Ma1d RownvhamA „ V _ IXfhflgwra90na PrO.eatond Engntry a nM M4d',oQ Evalual4 I R�pwLI-I FW4*RKe Ar ldo,clan Florida Registered Ntlt4.C1 w aDiesel Fleada J' 'StJ zd. itaerrtta-INFitter-G3 ac erro SnrOoth-SYle N7mr1a166 'Q&gwotNon-1 p*A&quX Glazed 1J3t+".'ti.Y..'.l p Yes hW N/A PlOid, n ei Parted R�sterad Sir recrua ucai et Fpur,7a Pnaassksgat EnplrHler 'ram, L Cf m"a f6 Edge FAlp" asas Double Door we F Ls12.12a ore Prologs F+c✓a i� a '<vr 33ull 80 Sldellte@ inswMgloui@wYeg' OXXO Q,*N AN- girt 4 Amazed rw use Amrovd !a ua. $11sNz jL. ,, rual�la{+S Prmduda 31 M. T7tMma.Tru Fiiier.Cflrxoc and Smmttt Slw atnagumbon) N"rAwl 7&A39,0 &tlwa'NORimpa4t&gLai7t Shawn 12J31 rim N$a Yes No WA fftBd t re TAMKO Root unuttUymmia iHN{Z) Rod la In GAs' 14VN2 fhV-`9^_tr, in nh1 Yrt it ) "ieu, ti.'A WA Oasafia ASrwiamo Amoved fey Uea Acciewed (a Use am o1jim AMA Raead Y rue IemaBv er Ila...a Quality Alunarawt Avovd to tu. Am nand five Un tit= eg.fslmz Lhat�lSiLKi tf,n�o► � eretNrga Cfi Q Smiee C ins Ed Glazed Finer Sk le ( 9 Door wag! a vathout 1&4t 1 Sidvi Ws) undenawari;s a:. iurrfo{eoraf saga �' ..a Y�I- rkm6r a wma l F Ix � x G'i-Ftdga Va,t we, Rase For I At 26 9L state{ rwrvpirltar r10r 0af/• 0 msD(vZ Duaead. H1naz Vo Yes iaausat NIA 1'�awn dpe 3 ..- FLAASCLI aoL'Api 10 Ridge verraaua: /Yuryoum R Vent for ped+ed root februated 12131r"Al from 0.. WY Flumi,um No Yet eve WA 3 (lntwngtOuRANitp' X. Ox XO Air OXO aas191wNorra) a TAMKO Rw Umditiy+nl 1%l NON-HVFQ) Root U.Ce4lymanti to Use n F&' ron a 2 OF119f2CZ5 - Nc Yr. -WA N�4 2 TAW wok Von 2e ys- t!4',J`t3d2K uww-.ZN No Yes WA eA tQr-52.i Ia154{firs C:, '� TAAk -C .M1RC Rea Veer Wit Ba lit 2d ga. YaLi rear roeatnata vent inlpttaled Oame :saAf3Rir28 Yes Yes NM WA zq i •W 4 TAM4O Rwil , 19p Mr -Ridge VK4 WrN E2flk for 1,1- N pL XaRt,00'Arwor Yim bafee ( 08r'.42+ Yes Yes WA MAN, or C O C ,tea .0 Florida Departmarrt of Business & Profez3ionoi Regulation ,ga , N, Florida Department of Business & Pfofassionat Regulation Re, I d3 Florida Department of Business & Professional Regulation page I d i Florida Department of Business and Professional Regulation pa 9 Building Codas and Standards 2' 1 Building Codes and Standards W2021 Building Codes and Standards 1MM22 Building Codes and Standards 3/152022 1 Product Approval Application Detail Product Approval Application Dealt Product Approval Application Detail Product Approval Application Detail runn -M nnws-Rta letuarBrins," £fit jt8l Yrsfon !lffatrffiMffi, t(ttM w gsumi friarleei &Luanneymatlited ar 41e pile Do. 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PE-44167 (Q$4) T724=4 7 �Ct Version Manufacturer C Engineer VeIidated By �20 y ��r �t Validated Submitted Perdiny. /p�'.y�.yy��,i ARDtove.4 Approved subCaeates, ROWng sceeRmlrka that>eM 1me4M Plat IaMitY�lora i,{(yri S-hC�gery"R>a14Tles R3'iA6 Is bRe: _� m awtiCatagOfy' SICrn, Panels EmroeinsMtlWPPontoom Revision 2020 POLYCLASS USA MauryAlpert, License John W 10r'2612020 1022f2020 FBC 12/150020 e'lO Roping % am cos p,fr p. Yam d: wa.trn ReT�l Pant Cw.pl s YQh.. R-1 PC,, e Pr_1 E.-.1 ,fit, Compliance Method: E lliatbn Report from a Flordo RAoNNAN ed Architect a a Licansed Florida Category: Roofing S9542331S30SmaipeVpG)y9lasa-oom RobertNjemwren Knezevich, P17 PiRpL4SCal rlaroaRegsteedwcnotcwat!c wdF1CA0a Prdeaswnaltingm@« $ubCatsgory: PE-58166 (9°A4) 772.6224 11V01/2020 Prdeasiali EngnOtr t u+r/i494L121a ow.ds FLBIWT64R6 Pnddudlc ! Underlayments Compliance Method; FLe112112.R'6 Rims A$4piYNt ALM1,01la !lf wNAI At!lx' BMfial_V" kit eWIl sew rr Ptr.�rs Y., Nom&A a loins Si'sry eve. We Ca,.lnr Sala scot laud Endla' jjjkw AUMM Caner eadrw+m oa, fat Frain -U.e a. 45 2t31 72o Approved for Use Acorovrd for Use pyytij No Yes d NIA 29" WA SOMIN groeuet Model, IWmber or Name Product Demotion c omact E)*raten Data Amproor Agorosed tar Line JAW 011110 In btVHZ outswe FlVW Ritsward PPrseaure , Evaluation Report from All CooliWEag"all-CA, ogyAl ggLy Nv z 2[irudg ihat"aarrr rmcar 1 20Gage GahranizedSteel St finParrllsilf I, Corrugated GaManue4l 5t6e1 Storm Ppnets relaine!d 12C31r�2 Yes Yes yes WA a Florida Registered t Nh I Ak* 1)"ar TRFi3uia Oa k•A', DA-4 Los Prdit Potlprcwl_. Reel" Pouf "i-I l200,12(Q!i Ne ran. a _. �, --. 1-i ;ai Gm -'sae :_ 4e bimp'. Cold Shor Flo, PTO..;, - StockMx. CA t,c C 1!1 ?+. w Yes NIA WA or not by tracks to prw,de hurraear e, probection. Architect Or a Licensed rA.Cnlnlcoty A9eX,md to PhVN60d Dtek t a ,.an r kkkj She- '3,ak a r SiA.1 Shake. n I Ito fp s. &e 5 spilt she a flu F nfila - R ate. CA , 1 r§x0, Fa c a. sl a [.A 41r xa rk., Yes No Y.. 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Nurrbt or Nine Procirt ion Data 1 Polyda"Roof Undeffalyrnerts Rooingunderlaymer[s 1wird 22 No Yes NUA 4WAI-622.5 n Polyglass Rooll'Unae layments (HVHZ]i Polygiass roof a!ldeflaym erss act use in FBC IZ231=3 Yes Na WA WA HVHZ Wadictiuw ��j 2 Polypass Ro�lta Undeymer+ts(non-IIYHA POyglas9 roof uildenaymess, lot use Am 1MMKI23 No Yres WA tWAI-622,5 FSC non+avHZ judiidimom Florida De r$lTent of Business & Professional Re ilalion r+ l Florida De rtrnar4 or Business & Professional R-n•,iws (� C''g'1 Ppe i Pill Fonda Depa Mlert tN Btrs!ness & Professional Regulation Rloa i d1 0 1 Polyglass Roof Urlaerleymenfs lFil Pdygiass rod undenayments fax use In FBC lZ1.3/2023 Yes H l+Zjudadwa.s N6 WA WA Budding Cozies and Standard: Buildif♦ig Codes arNd Standards fnralz, Bullring Codas and Standards frrJ�'yt L Coto 2 Polyglasd Rcrot Underpymtrts (nrxh-HVHZf Polyglass roof urderlaym eras, for use n 121231ZG2'3 No FBC noryHVHZ jurisdiction Yes WA WA)-62 5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detain 1 PDIygirl Roof Underlaymerlts (HVHi1 Pdyglps9 roof underlayrrerds for use in FBO12123rsCl,T3 Yes H K),vedoollo to No WA W.F O FUBr7968 R3 2 Polyglass Reef Underlaymeniis';nm-HVHZj Poll roof underlaYmeras. lot use h 12f23=3 No Yes hi/A 4WAI.622.5 Vest[ Entity ax 4sfs Data Pend j eznakt'Jr raw gals Dot PEmm a � I�kLc 12it B[! Gset ffidna oft ��''�+i•• FBC non-HVHZ jurisdictions N � V.slon Man ufaetlrnM contact EraainaM&L1meRae VahCated 651 VeNtlate+l �In iTntl t'BC Approve' Approved StJtus i �yi YanWachue - ram{ Ysiayle ar Y FBC Amaava rav � jYa[ Yenismctorr � YeiYitrl fig i� OCCOM g� � �P 1 Polypass Roof UndeAdynnents lWHZI Polyglass roof Ur1d4ertaynlerts for use in FBC 12T23=3 Yes No WA WA Rev*Kr, 2OX A All Am@ncar. Shultersartd 31:04,s pike Barbuin Frank L. Ben nowdo P E TrdV B.hoF. P. E, T' 'rY2cl2{+ 10J1 ar2J10 IIITV i7 �` T 1 r5a?C0 App.—ft. Re+Bsacn :t', k1 Atxn)t W.1 Le114 11,;C'. EIAIlall Cn StrW. .LLC W11-M Raisin. pE 1051F2g20 llu"l1f:N20 11-M070 11106W20 Approved RaNatgn 2020 Ca Ctal Ca,ai4e Prolucle.01c Ropes oul. gamut A. Oreenboto Jahn Ftv( AZ11ar202d IZIIWXZD 1=1022020 on FBC aw. HVHZjLmedi*AsrNi dory-: 9inness (%. I)712.9M2 P€Ai46549 rM4;1447-DABLI CA169A:W41-iCCny:onens r i ;1a3377 40„&BI.1W Cabepwy: 9truaval Comooltens :819}854.3707 PLL34245 1352086d911 2 Polygdass RoofUndedayin" (nor-HVHZl Pdyglass rod undedayments, for use h 121`23=3 No Yes WA -WAI-622.5 SubCablpoty Storm F'en.Is subcategory: T. Flatus U gtQairr« teat., oo ced as a Roe of &mC4tegory: Products traw ,r.a�. tgdw@y Al-Com FBC non-HVHZ jun8d1 mare. Compliancewet#od; E'isufdb n Repot gam a Plot red A:ct test or i Lirer,aW F!a ids rs Corn C"Itarsee Karr. E'a.w'm Repsrt 1- a PrO.y:c1 agar : En€h .4, TechnolM CaRpltaaw YMAwk Ebuafum Repot man a eve 1, a, E r+rdes@rruti En�r1e+*r FLlt19s94t7 Rvdua:a Florid. Rapide.d Are hitrl a a Ursnsed PleAd. Prdesarand Fngner fLa17669R3 Produtls Oeaaldt As.rYaKs Amruved for Use Ap ,c W Iw Use � i2� FLt177440 RtldlKn L SK a Product Model Number"Name Ouailin iy Aasu lance ADDfDa3d rdr Ilse ADO roved for USedesign Product Q@acrisa w Curttraef FAiRtrattgn Dam in RVHz OutS$" MV42 I Impact de Sn . Resistant Presswr@ Allah Product a POIll fiardsY pr Ramat R ict oolwiptlot c7mLaOt Lim[YIM DAit t0tl+yHZ outmat M1±}13 ffonati[ t alwairt '-&aYf�(AANKMMLMLUU `Ra 1 249a Cafaardzed Steel SOXitq Pan atS 24ga C•annim;zed SWAMI Storm Panels 12131 r262_ OF Y% Y{a, nVA ITW @_P L, T. ,igne, Strength (H Fartp S, 7 rrW fi...CeiAAFi- ling. Prof. M+hl C—ee'i'N Flat, 12AIt2424 Pl.r. 1 31=4 Yes Y.s Its Y., WA MIA WA MLIA Pltlax4 florin Mm61 a pilots agammLEff.UU t in 11%z h_ ed.4 6A_aaz farmstead Rm= paisaure 3 i' Ya DCGIA.T,- Tnaft 4 "Wo FR.GfAA'pne ve- Mtn S:n lno, PI.,t 1 V 311,10Z4 Mets:z+ner<1oral.. 12AJ lia24 Yes Its Yes Ye. HtA .(A WA Nos 1 Cualry Preset or Cosfnerool Commit Prodacti P4CWel end Prestressed Galore. 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Nu n bet Or Namg VtAA IW.. t4lik0I It-14 TIT IIF AazG4-3x r--tr ctl, Hut iAa C111(, IVZ C,$A-4Nl7ll").JIH iv P�PA a.�PQM, POP& '-e,wnctr #vJWr�4[tt scAed < 'S SA.ToS 5-indR SAIC-M,Dl:a Sor,MS FPWt pn;A-K W� 7 P1.1;, P,-1 JIPA_ LIM . -P& M'774I JA* *Mt• Aid 4Ct&,j*r. Tx%4eqt.,, Ume-ewlt sr, T A,Iv-tslp =,, r:r IZ SHEET NO. March 15, 2022 PA 1.2 (D (D > MIAMMM 36nA_%fl-DADEC0VTNrn- PGT Industries. Inc. PGTInditsrries.Iluc. 0 Z3 L_ _0 ZZ PRODUCT CONTROL SECTION' I!C.T Indus (ties, Inc. 0- 0 0- 0 11 Z05 SW 26 S 20K Room 202 NOTICE OF ACC E PT.kN4C1: E VIDENCE 'ST-B_NffT TED NOTICE OF ACCEPTA2N.'CE: E17MENCE SUBMITTED (D = cz -0 DEPARTNIENT OF REGV1�1TORY.LYD X C QS`WMC RESOURCES =R) Mium- Flonb 331�3-2474 BOA" AND CODE AD&M'ISTRATIOND"'ISION NOTIC f OFACCEPTAN CE: EVEDENCE SIIB-NMTED . (D 4-4 .NOTICE OF ACCEPTACNCE (.N0A) 12"l-Ada" 04#. to V* quout V 1, Eiidence submitted under pjviious.N0A D. Q17.ALM ASSt1kA_NCE M -M A. DRA"T'�GS B. TE S T S (continued 1 1. Miami Dade Departtirm of Replatory ad Economic Resources (FLER)_ 0 -0 PGT Industries, Inc. 1070 lechnolop- Drix-t. 1. Niantifacturefs die drawings and sections. 5� Test repw on 1) Air Infiltration Test. per FBC. TAS 202-94 C= 0 0 North I-enice. YL 34275 (Submilted undtY.V0.-1A:o_. 11-010' 04) 21 Uniform Static.Az Pmswe Test- per FBC. TAS 202-94 E. 1L-kTERLAL CERTWICAT102NS LL_ SCOPE: 21. Dtwkirtng.'_No.'_\ID-5510.0_ titled --VnivI Sbdme Glass Door NNOA tLMY'. sheeti 1 3) Water Resistance Test. per FBC. TAS 202-94. 1 . Notice of Acceptance No. I �"518.14 iswed to V ision Fixtrusion Ltmited for their .0 C:) 4-5 This NOA is being issued the applicable ailes and regulations goveming die use of con-sawtion materials. The through 21 of 2 1. prepared by manufacturer- tiated 10 05 15. with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 Rigid PVC Exterior Ertrusiows for Windows and Doors7_ d2ted%43,15. M C) > -0 E 0 documentatkm submitted has beenreviewed. and accepted bv IN-fiami-Dade, Couuty RER -Product Conn-ol Section to 04,054T sismed and sealed by A. Umn Miller- P E. 5) Cyilic Wind Pressure Loadinaper FBC. TAS 203-94 expiring on 09.30,19. a) 40 be usedm.%La=Dade Couaty and otherareaswhere allaw�dbythe AwhotiryJiw.�wgJ=i&cUoU (.AHJ) 6) Forced Enm, Test. per FBC. i_�S 202.94 2. Notice of Acceptance No. 16-0920.08 issued, to Vision Extrusion Lumited for their "VE 0 _4__j This NOA shall not be vAW afift the expiration date stated be", The Maini-Dade Counrl Roduct Control Secwa B TESTS along with maiked-up draw, ings. aiid installation diagram of %inyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (,Non-Al'bite) Rigid PVC Exteilor Ex"sions foi- cf) < (InMmu Dade County) au&orthe.AJV (in areas other than.Miartu Dade County) reserve the right to have this 1. Test report on 1) Uniform Stattc.A�r Presitire Test. peT FBC. TAS 202-04 by Fenestration Tes ring Lab. Inc . Test Report No. FTL 85 549. dated 11,06.15, s: d igm. and Windows, and Doors". dated 12,V81 6, expaing on l2Q9.,'_2 1. product m mawtial tested for cluality wAtmance puipows. If this product at material fails to perform in the a c cepted 21) Large 111%lissile Impact Tesi per FBC� TAS !sealed by Id ahnis Ortega. P. E � (Test report rev iwd on 1-1 104,15 and 0111, 16) 3. Notice of Acceptance No. 1."528.15 issued to Vision Extrusion Limited for their manner. the in anob et will incurthe expense of such testing and the AHJ may immediately rev oke. wo dify. or 3 3) Cyclic Wind Pre,.�sxtte Loidingper FBC.LAS _203-94 6- Tes repon on PI.Air Infiltratiou Tesi. per FBC. TAS 2 02 -94 "Brown Coated (Painted or Laminated) White Rigid PAX- Exterior Litrasions for suspend the u-�e of such product or material within theirJu6idiction. R.ERreserves the right to revoke this i along with marked -tip drawiagsand insiallation diagrant of vinvl slidirig eylass door. prepared 2iUnifom Static Air Pressure Test. per FBC. TAS 202-94 Windows and Doors'". dated 081315. expiring on 09,130.19. 3CC eptVXe. if a is determined bvIkhami-Dade CousityrProduct ControlSec tion th3tthis pto&xt ar material falls to by Fenestration Testing Lab. Inc.- Test Report No. FTL 8717. d ated 12`0 7 15. signed and 3 j Water Resistance Test. per FBC. TAS -10 1-94. 1 'ERGI Fenestration Solutions 4. Notice ofAcceptance No. 16-0712.02 isstied toE.N USA, meet the "unmeats, of the applicable budding code. Thii, product 1!6 approved as dewribed herein and has been designed to comply with the Florida Building Code. waled by Id almis Ortega- P� E_ f1es report revisied an 02, 15 16 and 02 '2 4 16) 4) Large',Nbssik- InVact Teit per FBC. TAS 201-94 lix. for their -T.A-N.4040 and Lighter Shades (NN I on-Ulilte) Rigid PVC Exterior including the EfighVetccity1lumcane Zow, 2 Test report on 1) Air Infiltration Test. per FBC. TAS _102,04 5 ) Cyclic Wind Pmsure Loading per FBC. TAS 203-94 Extrusious for Windows and Doors- dated 0Q1:l 5-:16- expirine on 01%'21 - DE.-scRimo'.\-- series -Sliding Glass Do" (Reinforced) w,=wo 901& 1350 corners-L.111. 1) Unifmu Static Air Pressure Test- per FBC. TAS 202-94 along with mariced-up drawings and installation diagram of vinyl sliding glass door. prepared 5. Notice ofAcceptance No. 1"712.04 nsued to ENERGI Fenestration Solutions USA, APPROA'AL DOCTUME-NT. Drawing No 'SID-SM.0 PterR titled Shdm_g Gliasis Door NOA (L.Nf)-. sbeft 3) Water Resistance Test. per FBC� TASS 2022-9 4 bv ienestration Testing Lab. Inc_ Test ReportNo. FTL 8552. dated 11 04 15. signed and Inc- for their "Bronze and Lighter Shades of C ap Coated Rigid PYC Exterior I through 21 of 2 1. prepared by manufacturer. dtKed 10,05,15 and Im rev ised on 02. 01 �-2 1 signed and sealed by 4) Large Nlissile Impact Test per FB(-. TAS 201-94 '03-94 sealed by Idalmis OrTega� P_ E� (Test report revised on 021: 15.2016) -report Extrusions for Windows and Doors— dated 094 516- expiring on 04.16=2200. � Wind Prei=e LoidingperFBC.TAS CN lic - 7� Test cm 1) Uniform Static Ak Pressure Test� per FBC. TAS 20*2-94 6, Notice ofAcceptance No. 1"11103 issued to ENERGI Fenestration Solutions USA. A. Lyml%filler. P.E.. beamr theNhami-D3dt County Product Control Revision statW with the Notice of 6) Forced Entry Test. per FBC. T.kS 2_02-94 2) Large Missile Impact Test per FBC- TAS 201-94 Inc. for ther'*Whire Rigid PVCExterlor Extrusions for Windoyrs and Doors'* dated .kcceptaticenunYm and expit-ation dw by the Mami-Dade Cousy, Product Control _Smectwa along with wrked-up drawing s and uislallation diagram of vuntl shdmg glass door. prepared 3) Cyclic Wind Pmsure Loading per FBC. TAS 203-94 08,10�4 7, expuing on 02,21&18. MISSME LAR.ACT RATr�Q Larg# and Small VMsfie Impact Restitant by Fenestration, Testing Lab. Inc.- Test Report No. fTL 8546. �ited 11'0615. iigned and V along withniarked-up drawings and installation diapam of vinyl sliding glass door. prepared T Test reportsNo(s). 10-002-792(Al. 104)&.MO527- 53575.W9.. per ASTME-84. 0 Limitations: I . See table I (sheet2i) and table, 2 (sheet§) fof applicable SGD unit sizes. design pteissures- reniforcements types. sealed by1dalinis Ortega. P E (Test report revized on 01.,'04 16 and 02112,016) I bv F�nestratlon TesTine Lab. Inc.. Test Report No. iTL 6638 6,',ainplei A-1 thru A-22). dated - ASINID 1929 and ASTMD-635. issued by EXOVA to Vision Extriision for cellulosic I glass ty-pes. sill tmrfsee tables B-I & B-2_ sheets-77-8) and anchotlayout sheets requirenents in I I thru 16 Test report on 1).Ak Infiltration Test. per FBC. TAS 20.2-94 11 119. 10. �4gned and sealed by Jorge A. Causo. P. E. 6nbndued underNOAN0. !I- composite material 2. Iuo White RTC- Tan (Noxi-wbite) Pipd P%`C and Brown coated (Paused at laininated) w1um Pi&d PVC'to be 1) Uniform Static Air Pressure Tw. per FBC - TAS 202 -94 010.". 04) (Submiffed rinder.Y0.4 No. 11-0107 04) labeked per refierewedNOK & fequirenimm. 3) Water Resistance Test. X FBC. TAS 202-94 8 Test report on I j Air Infiltration Test. per FBC. TAS 202-94 8 Notice ofAcceptance No. 14-0916. 11 Issued to Kuraray America.. Inc� for their 2 Egaress ope -table docnmusl compl� with min clear width or height per FBC requirvnient- as applicable. 4) Large lkli&� Impact Test per FBC. TAS 201-94 Unifortu Static Air Pressure Test- per FB C. TAS 202-054 (Clear and White) Interlaver-. expiring on 072 04-18. 4. Pocket wall% under separate appr(wal. to be revievxd by Building official 5) Cythc Wind Pressme Loadingper FBC, TAS 203-94 I Water Resistance TesT. per FBC, TAS 202-94 9- Notice-ofAcceptance No. 16-1117.01 issued to KurarayAmerwa. Iw- for their LABELVCG: Each unit shall ben a permanent label with the cturer'sname or logo. city. state and series and 1 6) forced Entry Test - pAff FBC. TAS 202404 - 4) Large Missile Impact Test per FBC � TAS 710 1 -94 - - "Tresifolg. Ultrackar. Clear and Color PA-B biterlayers-'. expir* on 07,08:19� followingstatenient- "Miami -Dade County Product Control Approved". noted herein. along with marked -up drawings and uisl illation diagram of vinyl slidiag glass door. prepared I Cyclic Wind Pressure Loading. per FBC . TA S 203-94 LU sidered aftet a rene-wal application has beau filed and th" has been no RENEWAL of this NOA duM be c ow byFenes;rratictn Testing Latx Inc.- Test Report No., FTL85477. dated 1`10415:� i edand 6), Forced Enw Test. per FBC_ TAS 202-94 IF. STATEX-MINTS change in the applicable buil&ng code negatite4r affectin the performance oft his product s�aledbvldahiiis Ortega. P E� jest report revised oa02 15516�) _lk�S along with niarked-up drawings and uist a Hat ion d via -am of viw, I shdmg glass door. prepared L S 'tatement letter of conformance with FBC-.51h Edition (2014) and FBC-6thEdidou 77)� TERSWI;ATION'of diisNO-Awill occur afka the expirahoadateot if these hasbeea a rr.ision or change, in the CL. 4- Test report on 1) Adr Infiltration Test. M FB 2CLI-94 � dated by FenesirationTesting Lab. Inc_ Test ReportNoITL 6337 ('samples A -I thruA-5), (201 isstied by manufacturer. dated OV14"I 7, signed & sealed by Lynn Milla. P.E. materials, use. and.'or of the product or process. Misuse of thisNOA as an endoneumw of any product, 2) Uniform Static Ak Pressure Test- per FBC- TAS 202 -94 '106 10. signed and sea led bi, Joree A. Causo. P. E. I.Subirtitted under.VO.4.Vo. H- I - - .. Statement letter of no fitancial interest. dated 04-49. 17. Issued by manufacturer. sip-ed for sale-s. ach-ertising or any oderpurposes shall autoinaticallytienninate thisNOX Failure to complywith aw; 3.) Water Reiistance leiA�. per FBC. TAS 202-94 010-.09) & sealed by Lynn Miller. P-E, section of this NOA sha be catrw for terminationandremoml. ofNaAL. 4) Large Missile InVact Tev per FBC_ T-AS '01-94 3. Lener of lab compliance- part of the above test reports XDA7ERMENIEN-r: The NOAnuntwrptecededby thevrords.Miami-Dade Couwy. Ronda. andfollowed bythe 5) C yr lic W ind Presswe L oid ing per FB C - TA S -';',j)3 -.04 C CAL(ULATIO'.NS 4. REP, Test Proposal No. 17-03 8 7. dated 05 0517. signed by Ishaq Chanda. P.E. expiration date nay be diqA#rvvd in adwrfising literature. If anypostion of the NOAis dispiffyed. th en i t sh a It b e 6) Forced Entry Test, per FBC. TkS 202-94 1 Anchor verification cakulations. and structural analy-sis. compl�* with FBC-2014, doue in its entitetv. along with maiked-up cinwings and Lnqzillatioia d iagrant of vinyl sliding glass door, ared I - . prep prepared by PGT. dated 12,09, 1 Sand last revised on 011516. signed and sealed by G. OTHER LNSPECTIO'N: A copyorfthis, entiteNOA stall bepro-iidedto theuserbythe manufacturer or its distr*Wors acd by Fenestration Testing Lab- Inc., Test Report No. FTL 8548. dated 12 .04-15 � signed and knthonyL. Mwer, P.E. (Subinitted lin tier _V0.4N0. 15-1210.011. 1. Notice of Acceptance No. 1.5-1210.01. issued to PGT Industries, for their Series shallbe available farinspectton at thejob site at the requestof theBuildnig 0 fficial- s�aled by Idalnis Ortega. P. E. (Tiest report revised on 0104 16 and 0211, 16). 2 Glazing complies with ASTNEE-1300-09. Vinyl Sliding GIms Door (Reinforced) - LXX J.' ex � on 0444,21. pirIng This NOA revises & renein -NOA*20-0419.05 and consists of thispape I and e%idencepages E-1. E-2. E-3. E-4. I �, , t E-5 & E-6 as well as approval doctunew meationedaboxv- lihaq 1. C'L a. P.E. and. hhaq L Chauda. P.E. I Ishaq L Cliands, P.E. Thesubmated docuruenation was reviewed by Isbaq L Clhanda. P1. Product (ourrol Unit Supen-laor Pro duc r C on'trol Unit Supa-Tisor Product Control Unit Super-%i;or NOA'No- 2214.20F.03 NOA No. :1.4*.011-.03 NOA lvo� 11_0:0f.03 NOANo. 21-020F.0 Expiration Daw April 14.2026 Expiration Date: Apri]14�:C,'.6 Expiration Dart.- A;ni.1 14.210:6 Expiration Date, April14,!Q2'6 AppY0r31 Davo%\1arch if. 2021 Approvil Daw. -Nfarcb .0� Approi-3 I Date. Slarch !$, 1011 Approrall)ate- X-hrch Page I E -1 E E -3 PGTIndmtrimInc. CGI Windows and Doors. Inc. PGT IndiritTies. Inc. NOTICE OF ACCEPTANK E: EVIDENCE SUBMT17TED NOTIC E OF AC CEPT.A-NCE: EVIDENCE SUBNUTTED NOTICE Or AC(EPTkN(E: EVIDENCE SUBMITTED 2. Eildence Submitted under pre0ous submittal E. -IL-kTERLALC*ERIUIC-ATIO.NS(contintie) 3. N ew E iide nce Submitted 5. QUaHeX Part SUDel' SDAC_ FS-ngpdardconiph.-in ikithASTNIC-518niernrtl Conductivity 1 9 A. DRAAAT�GS 0-881 BTU-m hr. -ft1-'F,AST_,M F 1249 V,-v"TRPass_ ASTNI D.3985 Oxygen -Pass- ASUNI E A. DRANIT�GS 1. Drawin2 No- -MD-5570.0 Rev B. tit led'V ukN1 Shdike Glass Door NOA (LM)". sheets -1190 I.G, Durability -No Fog -Pass. (SWbYtined underprevions N0_4,Vo. I.5-040�05) 1. Draw= No. AM-5;7 0,0 Rev B. titled'-VinA Sliding Glass Door NOA (Lafy*_ sheets I I through 21 of 21. prepared bryamufacturer. dated 10-0515 and last revised on througl�_`I of 21� prepared by nmufacturer -dated 10,05 1, and last revised on 02;0t�21. 04:22,20. signed and sealed by A - Lynn Miller. P 1 6. Quaa,--x Pan Durase complyring with ASTM C-51S Themial Conducill BTU -in, simed and sealed bv A- L,,mn Miller. P.E. hr_-ftz-'F. ASTNM F 1249 XXIVTR-Pass. ASTM D 14' 34 Argon Pernieance-Pas; - ASTM E �;46 Note- This ren-tsion consists replacement of A= existtag installation screw with flat head- B. TESTS 2189 I.G. Durabilitv�-No Fog. ASTNI E Dew Point D.-'elopuicut --'VF m 4S im, 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-0-4 (SlIbIllift4ed underNOANo. 15-0409.05). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7 Vision Extrtisioas_ Ltd- Paris complying with P'%7C-AA.XLk 303-13. Voluntary Specification & TESTS "None. - 3) Water Resistance Test. per FBC. TAS 20 1-94 sion Extrusions- bd.A-T_X-1 b,: for Rigid Pohiinvl Chlonde (PVC) Exterior Profles for'VL 1. 4) Larye Missile Impact Test per FBC. TAS 201-94 AA.A-LA Fenestration Exterior Profile Certification Program (Submitted uuder.\'0_-1XcY. I.)- 5) Cyclic Wind Pressure Load ing per FBC. TAS203-94 0409,05) C CALCULATIONS '-No E along with marked -up drawings and installation diagram of all PGT Industries. Inc. 8- Vision Extrusions. Ltd Parts complyi::ig with PVC-.kA-kLk 303-13 1. w. representative units listed below and tested to qualift Dowsil 791 andDowsll 983 silicones. 40itiftied underN0_4.Yo. 1_;-0409.d'.;) D Qt-AL1rYASSURA.NCY_ prepared by Fenestrat on Testing Laboratof y. Inc.. Test Reports No..- 9 PVCA-ANIA 303-13. Voluntar,� Specifu-atton for Rigid PoN�vinyl Chloride (P'%7C) Extenor FTL-7897, PGT P'%15520 PVC Fixed Window (unit 6 in proposal). dated 09�03� 14 Profiles for Vision Exirtisioii�. Ltd.-Iv-EX-1 by AA' -\LA, Fenestration Exterior Profile 1. INflami-Dade Departnient of Regulatory and Economic Resources (RER)- C_ FTIL-20-2107.1, PGT SGD780 Akuninim Sliding Glass Door (unit 7 in pfoposap Fn-2o- Certification Program cf) 2107.2, PGT CA740.khm Outsvving Casement Alinclow (unit 8 in proposal) FrL-20- 10� Notice of Acceptance No. 18-1217.14 issued to Enerm Fene.stration -Solution- U. SA� Inc- for '"hte E '_%L-kTERLA1 CERTIFICATIONS M 2107.3. PGT PIX17620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their Tan 3040 & ligght shade (non -white) Rigid PI-C Exteiior EYLcrusions for L Notice of Acceptance No 19-0305.02 issued to Kuraray America. Inc. for their > PGT PW7620A Aluminum Fixed Window, (unit 10 m proposal) dated OT13/20. all signed Windows and Doors-. ex-pimg on 02 i 04 �2 1. "Trosifoll I-Itt-aclear, C lear. and Color PI-B Glass Interlayers-. expiring on OTO&24. 0 and sealed by Idalmis Ortega. P.E. 11- Notice of Acceptance No 18-0122.02 issuied to Erierp Fetiestrailon Solution. USA- Inc- for - Notice of Acceptance No 17-0808.02 issued to Kuraray America. Inc. fortheir L__ their series 11"hite Rigid PA-C Exxerior Extrusions for Winclowsand Doori_ expiring Oil "�etrny( ;1ast Mear and White) Glass Interlaye"". expiring on 07,04,23 > 0- C� CALCULATION'S FBC 71b 02,28..11 'Notice 3� Notice of Acceptance No, 18-1106. 10 issued to 'a"ision Extrusions Limited for their "Brown 0 0- L Anchor verification calculations and Structural analysis. complying with 12. of Acceptance No. 20-0203.03 is -wed to Eiiergi Feaestraiioia Sohition-USA- Inc, for Coared (Painted or Laminated,) White Rigid PVCExtetior Eirrusions for Windows Edition (2020). dated "'22L)O. prepared by manuf3eniter, signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exteilor Extr-usions for and Doors". expir-ing on 0930,24. AntbonyLyna;Nliller, P-E. It '"'tudowsaudDoors". expiringoti,04,16-15- 4 Notice of Acceptance�'.\ o. 18-110,6, 11 issued to Vision F-mritsions Limited foT their series ? X 4 0 Glazing complies with ASTME1300-04,49.42 and -16. X7E 11000 Tan 202 and lighter shades (Non-Whke) Rigid Cellular PA'C Exterior _0 D. QUALITY ASSIT&kN, CE F. S T A T E'_N f E'N_ T S Tel Extrusions for 111ticlows and Doots'-. ' ' e on 12;-_�0,21 I. 0 Nliam.�Dade Depmuotut of Regulatory and Economic Resources (RER). 1. Statement letter of codormaace to FB( Editiou t - 20201 dated 04,22-20. issued bv umufacturer . si _gnedaudseakdbv-,knthonvL,,mnMlUef P-E "%IE F. STATE2 _NTS < E. 'K-ITERLAICERIM 'ATIONS 2. Statement letter of no fumcial triterest and of tridepeudem. issued tw mantifacturer. dated I Statement letter oaf' coufonuance to FBC Edition (2020)� 4ated 01�01 "21. issued by I I VW, L Notice of Acceptance No. 19-030-5 5.02 issued to Kuraray Ametica. Inc. for their 04,48,20. signed and sealed by.knihony D,m1'7Xh11-T_ P E timuffacturer , signed and sealed byAnthony LNmn.miller, P.E. U) "Trosifolt: Ultraclear. Clear. and Color PVB Glass Interlayers". expiring on 3. Prnate Labeling Agreetitent docurnent benveen PGT. dated 03 30, 15 and signed by an 2, Pri,, ate Labeling Affeenr-rit dated 03,08,2211 between PGT Industries. Inc, and CGI j;jTUPL OTO&,'24. involved parties Inc Windows and Doors signed by Dean N1. Ruark P.E.,k'.P. Engineering. on behalf of -Irtual P�avlc 2. Notice of Acceptance No. 17 -0803.02 issued to Kuraray America. Inc. for their "Senn-t-Glast both companies. plans Vitt) tj I j (C lear and ANNre) Glass Inteitivers'". expum on OT04,23. G. OTBIRS ,�th or conjp�iance nn, Klahr 5- Notict,of Acceptance No- 1&-1106.10 issued to Vision F_xnsions Limited for their it do L This NOAreiises NO -A-# l'T-0420.06(?X_Tw CGI)and updatetoF13(20-10 Edi ul G. OTHERS EdW10 n by Debra -0 Coated (Painted or Laminat ed) White Rigid PVC Exterior Extrusions expiring 041-1,21 1 ThisN`0A i eilw & renews NOA0 20-04 29.05 (PLNwCGI). expiring 04:142226- for Windows and Doors". mptring on 0930-24. 21 RER Test proposals #19-1155 dated 01:10,20 approved by Ishaq I Ch.-aida_P_F_.e.xpirmg- 2. Thtcunmtal�,�itedPL-kCGIfik-;;21-020-.-,Ol-expumgD4�14.-16. 4. Notice of Acceptance No- 18-11016.11 issued to Vision Extrusions Lunited for their 04; 14.T'- I 2 series 17E 1000 Tan 202 and fighter shades (Non -White) Rigid Cellular PVC 1_U Exterior Erm-uslons for Abdows and Doors-. expiring on 12 '1_9,2 1. < likiti L Chanda. P.E 11haq 1. Ch:%uda. P.E. 1zhaq L Chanda, PJE., Product Control Unit suporlisor Product Control Vair Sup*rrisor Produtt Control Unit Suporri-,or NOA No. 0A X " I 0.2 -0206.03 No. .21-020F.0.4 NOA'. Expiration Date: Aptit 14.:0.16 Expiration Date: April 14.!0!6 < Expiratiou Date: April 14,22026 Approval DawMarfli !f. 20!1 Approval Date- Ni3rch if. 1.101.1 1 .Approval Datt:1\12rch 22f, 2021 E 4 E -6 E 4 SHEET NO. March 15, 2022 PA 1.3 I ,�__ -_ . _ I - \ / - ls�, % z T-ILT-F C_ (D l -I � C � -=I-- '-'--- __ i. - . T LLIT TE611111116 & Ewitilirr.A11,41� �. ,01 "'APANY v:v -rvp , III I IT %: , ' Wqcra*,jij� ,. r, '. r, f - . � ; t I .-W W� PRODUCT EVA LUATION REPORT REPORT NO. 20-0729.01 OATI- Jiuy 28. 2020 '"01JUC.7 CA11-f,011Y 5^Aws PRODUC,T SU(4-%AI1-4G0RV- SIfif'r, POrriis PROOLIel NAML 20 GAGE GALVANIZED STEF1 STORM !PA,NFL MANJ;"AE 70RER, Global ProhKtlon Ps(toorcts, LLC 4 !�; 6 F 'A* �, I '�A% L.' - -j3l�v V";,If d.1_4i?_1 l4 . I PURPOSE OF EVALUATION: t,,-; ,% a Prod uct E ,n7ua*xr��n Rr-fx -I �,�t ��ci i. " , Walftr A, TIIIIII Jr.. P-E. fSyslem 1r) .1 190c) ill i"; Global Prote-clior Ptodacls. LLC Rule Chapter No. 6 1 G20-3. Mrithod ID of tho Florida Depart-ient of Efusinitis and Profess:ona; Regulation Thir. pro6Lr1:'. '.-AWV i$SL ", an 1�valkiiat*n Repc,1, as descrih6d hercin, Arw has been verffed for mmItitaince in occorciarL w1h trie 2020 Seviitrilth Eamon of tho, Fl,onda Building Coda arr to veirify timi Irta pn�d,lct lS lot it- p_�j povit am r, _ rd 041 at iOast Oquiva;ent to that rixulrod by the Codia Thok ilmdoo �,valbstion Rerorl shail !to sutjacl Icd lavx,�qs, auni rqvj$io�� ,q cose of a swilorg co(k &aine- thAt rnay alfect 145 11mital'ansi. and �cerx-Slit5n,; 2, FVlr)FNCE $UBMIT-TED: 2 I. PRODUCT EVALUATION DOCUMENT iP L Q_ Drawing 40 20-176, titled '20 GAGF GALVANLZED STEEL STORM PANEL" %fwtifs 1 thru 26 V 26 prieWool b,y T,ite,.,,_� 111C .319PLOd and nicated by Walter A Tillit J1_ P E.; dated 0712812020 Tfitis drawing is an istegral part .qjkib Evaluation Repon. - '0�0 "" """ I I �"` � I �`�,_, ll;lillil �_ - �, . ��Cu-xe _.�,�_,, . . - _.,,'� j*.; hO J4;67 *� , - 11 _1 .V"� - 1111, �'k I * . ..j.k' x ___ ""' - -� r,i, I � � � 4 ., 1,� '6111 Stl'W, SURC 305, MlAefi, 1`11004 11 W� - I'litwe: 1,41.51 87 1-15?4) - PavElLct wi, U.]LAIlloN kLl`V,X1_Nv_.:-_� � . 22 TEST RF P<)R'TS-E _ Laroe, ftsiLle ,rnpaa l"'41 IrM';g4l" toad tesls %-ji" Perfolin-1 UtirJer Firm I �A!� r 20 I, 2;L 't 2 13 as pe? sec'Uon 16D5 ol the Florida BoiNing: Cnl�e Unffor-it Xicioarlf! ;IgPrjf'IAS202C`1olocoJ Test re_�LoIts prepared byl-IlLon"ne fing'sneaflnuSL Testing. IM , Roiliorts 9 %-569 dated 0a;G91i496, X"_!5LlrOoaivq 091(le"iVie. P96-T30 darodl 09!20;1996. all tnuee stgnod and soalocs Cry Zor M k1wdina P E . Fwiiiias"tsori T"ting; Lilbonitic,ry, Inc. repiods 0 2032 diled 04.1W1108 an.1 0 2126 dated Io1D5.'199v,.intnesaad by Gtiber, Diamond. P.0 and R"rt No 0219.01-09, dated Marth 4. it". siftned and sestod by EdmoneD Largae-spaida. P IE and Hienry Hatlem, P E Tens#k- Eb--.,( reWti No. 9W-197,�y OC Met2olurg", Inc .aaW hit -,r. ,3 at � - 20% cog nm one sealed tiy Frank Grate P E Z,3. STRUCTURAL ENGINEERING CALCULATIONS: On 20 �;Ttqu, G.11Y.Intzed Ste Storn't Parini lot max,mum patv,l i4nsilh -,-s. de -,ion wind load as vi,trij its rri�itxiinurn anct,or spat;ing v� d�.sqrvwlno W13o and pariet , Iorlglh hasl�jr� cin ia�,lsnai and corrip.4rative ot,�jlllysi% �irc� r &ccoT0;nr,Cr- Voth ' section IC16 lif ti* Ronde Pte�_Iri,q Co4o Cali-,ufaton, pmiwu�,d tIy Tttremv Inc ,1�fl*,-d lli�%Tls arool,� 2,'15, iipi-vou arld fiool,tiid by Wa�tvr A. 7114tL Jr�"'P,E 3, MISSILE IMPACT REWS TAN"r- Large ml6slie impact under section I 5211 of [lie Flotica Buil1ing Code as Oaf TAS 201 Protocol 4. MND LOADS RESISTAN-CE; 20 Gage G3 ,.anizeo Steel Storm, Panel mas Dean verifie! it) sus-n � w :) � prossinis. kitwi-mmi :anal ."th stiait be e-,i imilrAtod on st-cialls 8 ' - . . 16, 14, 25 ,i- 26 ol 20i of Product Evaluation Dorurbitnt (P E 0 I drawinq uo� 20-176 'LA L, r�,um AnOh,r SpaciN sh3l: biI an indscate,ri on sheots 8, q ln� �. 1. 14, 1 1.'� * " ,, 9. 20 25 WW 2'6 o' 2k of Proallzi E val uawxi Oucur,iiem ( P f 0 )� drowolq� ,'� ', 20-176. 5, IN$TAIJ.ATION* !,! j I& 1 1 1 ,1:2 V�tr'olnind stri,,N� it, ,tvcordaricc, with Lista,isi iridecalled Of-, , h"11,I " : � I , 'Lilu 410, 23F 24 and 20 of 26, of P�crifua Evali,aWn Docurr-rem (P. E D. � -1: �, �-L i q No� 20-176 kiinimurr, -.�Lepjvi3jion to giass gnaii be as " i Indicaltel - o2u�s 8, 14, IS Z-17 ana 26 of 26 of Ptadjet Evaluation Document (P,E D ,, dr-,,,,irig No. 20i-1 76 *V-Wr-"a,,, 0"o, A r,,X,� ,I? Ill . � , I - .,;-,% I - - � , ,'to � � , k �I ` '_ - V P - I t , ,- . 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I i I ; i � I - * E 5 - EM OMPAM-7 ; . - i , 4f !�.C--t'- , 1 t, i .1 :_ � , I - : I I , i i ",irr"i ;- I � . - 1. si - ,!i=tigivii� � I I i '! ;' -, J! . . . I I : . I- -c- � _- C�Iwo-r �-Q� ___-i��- I � - I � ;14 I . I - I -1 i "-. -v*lv* . t � 01 1� 11 T11. a 10W� 0---W. � � - , I I ,V ,,,�0ftI,r4,% C'�% ~,P , ,,I,- z I I . I I 1__ . ...... __ W 4�c�rrt�l 1 - U& +7 , 0 0 ,`� tie,, ,% fts"N �". � I , - , " �0 I � � :, i "' . I � - ; I 1 114 1 - . S ____L_ I.-L-1-1-1. __ - � �Q , VT`4A SVILDIK COOL f1te V*'�Al, fW-koft4l, I&%*) � � ! 1� I of I �� ILA Will. - � .1 1:11 I 11 I ar .� �'�l:� 'Al!�! 1�K4061FO sqU. S101h; 0X,kjL � i= I �W_vn . * " 1 'A- w " "I 1.t,r.,�� . I kj - 417 � � � *f � . 1. .- _ ---. - - __ ___ � _._ , , �j - �. ] VAtn"', �,� - .� - - "'""" "a IECTION PWKCM 11C j �� ,4�,4� - , t'r .-'N 'let- Z. . �, , I I " , "% ..�'V,llwtl ��V..Ihk_AE" NI.Nct ,,S� , 11LIECO... - � __... I ��_Vffwf.l_._41177;cawi�f*-___� ,"J� ,�. C-4o- _,C n __ ,,e,. �,_ .11-1 �_ - - . 2113 �tx� - , *1L, _..%. - - _= `",','� 4 A � - S-_ ,�- -_ - - I - - .1�,_ - - �� , �- - ___ � _-L. r-_ - I T _'_ - - , I - _Zlii�� - _�_r -'r' . �._ . 11 -::= __ YL � L � k_:�;4 -0i --' --- _1 -,.,- . . . - ----- - - � ____ I �, .- I - . I . . I . .1 EWDI.f-ILN.*-Lt"k,fja%*-kt.,I*iii,u:�t)�-.'.-O-alu � � 6. MAT�RIA:L, CHARACTERISTICS AND SPECIFICATIONS: Shall bC:S1CC1y iV 0CW0a(X;0,NKh Gonmfaf Notes arld C,orvip�xleirtls intItc-alleit ors &heuI � 1, �:�, it . �� :' �:: i' of Pioduc'. Evaluatior Docurnm rill � P F I) ). drawing No-20-1 i'6 ' L , , i, `�z�il�-ri- she'! be all, irwir,Aj#fLi <ii,i j&tettti t, 7 j_rr-j I' I 01 26, offi,i�'juk-t F 1 h�, ,'� � L� - - � � --1 E D.), drawing No. 20-176 7. LIMITA71ONS AND CONDITIONS OF USE; - thr rid 1W , I St'4 L-t; %itli�,.iy ,i _ ,, � ;,i, - i� --rth Gentoras Noms No 1, a U 14, iGal I on sh,"I I ol 26. as v,i ,I . ��,- i7raj sityliaso 1 Innj4 ane 11 (fif`1 lfi� -4"Ted on sheet 21 of 28 of Pirodt,ct Evai. Document (P E 0.). drawing No. 20-176 prep" by Tiltoret. [tn. and SsInd-W 8110 Seated by Wallet A Tilid. Jr., P E - 1.2. Product may bo insta4ed wid'M 14IGH VELOCITY HURRICAN5 204ES as dotmco oo ti,ek.t on I UZO ;e of Me Flo,noa avilidirg Owe 7 1 Produci shall cinly te inblailardinlo pCuoird conr�,rtsla,conclete block, anul WDW fra'"a $"C�Wres P,-TAw Evaiumicin Report piwared Dy Walter A TAM, JI., P L (Flonda License No 44167), President of Tillecto Inc- iFjonda CA-0006719) "ok'n'".'. 4., Q I �, N, 0�,��,t-. - - " , 4'jl� " �. . , ip I - t � N 01-� "FIF "-. - 1,e , �P -, ,�z '4 4*1* 5 7 �, ' It I ;�, � ,. ----R- -.t- - _ I .. -_ .: a � * , * -a - t I - - I �.I I , i -0 . S'ATs -�: ,zc 't , ,L� ,� . � � Ac, S � - 9, -, f� - - � -- z �-, , " 0... ^q,-It, - -, %. � I oe� - , - � '. � � � , ,,, z �, , " 1� *0171I.- L0'T,�'I1C'3ALVrM1iLkCQ#209'P f 9*11lialtliN '� 0044 P;00l,4jHI�,P4t)4)�C:% ll?� � i (A',1Ajt.Ly ..S' 2*,'4Ljt�*'.VA'PA"rLjoqVW .4('.jr6j"t��AjVZ7",j],j?A(,* ,,.----I - - .d I/ , _51i - - 411.1 1 ��_O: -INC\-. 1_11 __.__. -1 ,LrT TESTING 4 ENICINEERIT40 COMPANY - - ____ :1! L, - I � " tl��'! ' I PROP.L(I'Ll k:N.ilVI't-,trAtLo-�N.RLII'()"K,�l, , 1, .,�. I - .,� REPORT NO.. Z"72-1 �02 DATE: jWy 277. AX PRODUCT CATEGORY StAtilem PRO -DUCT SUB--'ATFGORY7 Stcinrn Parinis PRODUCT NAME � 24GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Proftittion Product% LLC A 'Ki� S Litlilill "I '-"tree I Dpvm, Finada 33314 1 - -PURPOSE Of EVALUATION: 7�rijli M a Product EVakintwwi Qcx �!Lsvtxl by Welter A, T1111it, Jr.. P.E fsy.tl#�- , - 10 ft 1906; to the G lobal Protea;tion Produc ts, LLC Rule C h.iptat 1*4o. 6IG20-3, Method 1D of tile Florida Deparinievi rif 6,tsint,ss and Professional Regulalinn Thas prniaxi is t3eing issued an Eva,ii,.Ai - ;I, � � -1 v ok -1 .�,,W herein and has been vprt%.r4 for crimphance in accord.in�,.�! eiri,i ihL,-, .�i�, ,�,ovenlh Edition of the �Flo-lda Dw4diriq Co4e, and to verify that'.ho proU4ct M for ft pu-posc inlended, - 1, wa,l` T fw4uiAraiien� to I hall required by 11vu- Code This Pioduct E�Wjiltliiwt R��Corjtiha* be sury,ect to review atid revts;�N) Ill (;ascof a atj Idiing c �_e (:L'Q ivo m �V may iwocl dis 1! rnitalkons and condilirpris 2. EVIDENCE 3UBMITTED', 411- PRODUCT EVALVATION DOCUMENT (P.E=04: Drawing No. 20-175, Ittled -24 GAGE GALVANIZED STEEL STORM PANEI.'� ,Lneial,s I 1hru 18 of IS wwarW_,y Tatew. Inc.. sion,ed and sealed by Walter A . Tijlit� .� . P E do,od 01tZ7,'2020. ThIS dra-.vlpg it; am intqRwArM*0,,i6 . 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UR11Qft_"_ �.,A � �- , 1 , : t __� 10 ,L *.� 0 - 11_m -'- . .. __---------- ' 11LIEC0,7' __ __ - .-- ... . r .- - �, �OLORAL PROTECTION PRODUCTS, UCJ *""""`_- , ! -!MiI 1� �L R� IFA!�M- AE2UM1 -AT LJQE__Qff -I. � S - ,% ,,% 'r 1, 11 ; -� Oil, . - , , , ,�,_4 41-%r-z,_ . ',_t tfi..;4-a I t`1 ! I _ � -I vL!"!- , - __: - 11 VQTTQW TRACKI �#.L,lnU4L-M--�57UCCQj'M�DO.�-&AIIDS ,e . "I 11 ,.� .r, , 4,0, ,�fl, "P ,. .. ... iu ii.b.ei,iVw-eiFWi, -, - _ ' L " _ .�, ,- ". .. �- , � "I �01 It!, 11.t .� - � I ,, . I - - " - - - ___ ___ - -.- __ - - - ___ 's, � - - ,� �� cii.� - 1%'. . � ...... � L, __ I _1-1* . 11 . , - � � �� .4 i.'. .i;.� .. � �t -.---- . . - - .- I- I - - � 1`.HU0Lf_"AALLAnU.%.U"XT .140. A,4711.ul � 2-2. TEST REPORTS: 1, Argo missilis, Impact h).rid tests were p erformed under SSTO 12.0Q standard ,09 pel lif,ation 1609 1 2 of The Florida Buttildirg Coille Uniform sialic �oads as per . . Section 1 769-8 3� per ASTM E-330. 7#4trop,3fifora!�-atedtyeAtnefi,t��riTo,,st4�q Lab cf South Flor4a, Report * U414 01� -01 itairid; OVII.,C2 wjzrw,sse4 t5y,�Njjjarri R litterine-= P.E . Bortz Moro: P.E and Henry Hattern. F E aric Repoli No 0219 01-00� dated February 2S. 2009, signed it,id seeiec by Edmundo Larg"spada, P.E. an,e Henry Hottoln. P E La:genossitairnpactiiindcyck loe-ings pet Proaiouls TAS 201 & 203 as per stKt-on -609.1.2 of the Ficinem IRU"110 Code Test Ralsort prepared by Arnerean Tesaing Lain ol South Flol,rtda. ReporiNo 11 2101- 10, dated Nvverr-her 23, 2010. signed and taied by Ji,Abo E. GorlzaleZ. P E Tareitle fest report No 9CILA-igll by OC Metailurritcaj Inc , 0,slodl Mouch 13.2009, s gred and ,eialel by Flank Grate. P E, as ilor A371.4 E-8 i9nd Tensile Tool as Pat QC Vclalurgiz,al Report -No. 1GKM-1318, d,ifel Decornbere I � 2010 signed Arlid"ieeao oy .1-y-i Jtmc,x,fan,,. PLE as per ASTNI E 8, 2.3, STRUCTURAL ENGINEERING CALCULATIONS: � �tl w�:4 Gage Gaiv;rizoi Stee Storm Panoll for "Wirimurn panei loiiqlh,�s devikin vi,�nd ioao. as vrel as maximurn anchott spating vs. ocsVi wiril load And panei lenq:,; base-,' on rationa� and comparatilve inilyr3ol. and �n accotdance With section 1604 tit the Florida BuiWorg Code Catclotai.ors qrvp4red by Tiqeeo� Ift -dalecl 111II&IO and W27113 (for th.s mvistoni, siq nd and "alwl try Walter g A TOW, j- tPE. 3. WSSILE IMPACT RESISTANCE- "rur .--��'o impact L.r%dc.- alliterio" iWq l.k ot tnt Ftor da Swidiltrig Code as per SSrD 12-5ij SWndard arld TAS 201 4. WGINDLOADS RE$ISTANCE� ;!4 Gage Gwvan�?ni, Slefil �,Iorm PAin4s has beer. v-"ifir�d %, sustain wind Pre53"O" Mt'X$nt�r"'��pariL4iktn,�"�sh�:l��boasind�rc,tec:o,nslhf)ell)�,,�� 10 11, I ') , licit I-, 1118 of Prodoirt Evatiati,on Document lF E D ), drawing No 20-175 �ia;imorn Amhor &Mnq Ahall tie- 4144morc&ed an shoft S. tj 10. I I 1!il �hrj 1C And I 8 C' Ik of Frwucl Ewatualion Docameri (P.E.D.), drawing No ?o- 175. 24 G,iigfe Gwfartzari Steel Siocrn Panel hai; ticen verified lot codo cuir ij�uw:e lu worlit aS a riGn-parvaus slorm shuttot asSerribly, a� ,.-It SSTD 12-99 Standard i'lltutuo-z-Z ,,�-,-jlk A ... " & IT'. " ';;j*,%,� , , - k .-.:� 1;, , - \�,u sit , 'er- t- _Z,--� - 1. Is = 7 " !.,'� � -' _* 16 7 '*. s -7 .,. - ,� - - __ , . Ig� * ,; * = __L,� � e i 7' �Wf 0;_ ,_.� C, z I 114 _3� 1� , '. Z 's C ,t� x",_,10T�M", - -",Nlk-. s, � ;ir�L ,, Q " ,,elT 1 NX Q� �%,. , lou AIA ',v � I t:j L A 2u L C I L-A L L A I 1 O.S a & " � (.,N Q� - a4ul- 0, 5 INSTALLATION: ln*�til if,on 5riallbe performed airlevy ilna(x;oNance with detaiTs Indicated on ,,:hilf+� 301ilig. 12 thru IS of 18, OfPro&Q! Evakiat�on Document (P.E.D.), drawing No 20.117S Minimum separat,ion to qlatissliall be ab tirldicattiliJ on 'zhieth, 3� C 13 14 1' ? 6 ind '8 of i8. rJ Produol Evaluation Document 1 P E,0 ' drawing No 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS, Shall! b�e *!--�U; tv aqx=;o,,ja,V.V With (3enefaj %Lmiirs npo cornpcn�_filh,nfjtc�ijv;� m. sheet I and 2 of 18, of Pforiuct Evaluation Document (P E D !, drawling No 20-175. Anchor swiL�!icalicjns sih,,jl! of,, as inlic�11re(i n�n Sheet I of IS, of produc,. Evia"bi Ccr�ji-oent (P c- 0 i. drawirig No. 20-175 7. LIMITATIONS AND CONDITIONS OF USE; I I Sha��!�ASVVIW Y ,_I ("r ,,"Pj,a�rW ' �e with Gene-ai Notes No. I 8 thru 14, indlcu!,,�d 04 sh-el I of 18 of Piroojell E,Auatiorl, Documtre. (P-r-- 0.), crowing No, 20-175 �_fcpili"l tv Tifteco. Inc. itirit., %�,ntt,,] arK-J tesied by Walter A. T1114. Jr_ P E 7.2, PrGd..i,.i Shall not Oe Iftj,�Ckxj WAhm HfGH VELOCIri(HURRICAINE ZONES afi 11tefined r n -"-,t*-r 1 5201 of 1j* I'Loida but Iding Code 7.3 PrQOuk,! bihaii only be inital.e�,, ;,-,tv pquired ooncrate, co.wete biock,am� wood franhe structuras Product Evaluation Reptorlmkiparw, by WaflerK Tdln, Ji., RE, F;crida Li"=.c M. 44167)_Pres�jerrl o, rillecci, Inc (Flonda CA-0(W)71_Q, I 4��N�... , I I.....7.- I 11 , � , 4/� ." . N - . - . ., 'AiNse, %5p 1, ,,� _._A-V- .�-';- ` L, . , , a :"`--ii#T_1.`1fy7 -: 'a , . " Jlqw- * � * I wiiir� t _ . S --o*. =a __ z .1 . it it o_-Tt1rc-0/*W.41WC*44'-8'0 L AzPoikI�*,G.vb ,i*11V1 4 ",3 S _,,?a A �,� � r.kVAPAZS:�07;19'rA#JOAWI'DOACNM276-29P()RTSM--V is �e. 0 .� - N. '� _. :. I , re - � � . ,"'p, 1!�41f` . 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Ir Ln t SPAN E p do Z r ON NOTES: 20- 3 Wit — , MAXIMUM Al WWABIE 7N DFSIGN DFSIGN N07F L I ''o Y!, F ar V) C) LA It I !sl�'Mgoi 6 T 1, J 1441 M-31-S43 ji Ln AUG 2 4 2022 VV\ 0PTUAL REVIEW ASS"' /irtual Revie, Plans Review 0" t� 46 �3'_' for compliance withth20 edition by Debra Anne Klahr P.Y\," _N�M L.� M 4 1 7 l7a'. lux- AA 4 0, 5-Y 14 Nt. dJ 1 7 9 IW ARY r_u 1,4 1114 r 61 at I- 0 v a, XIS �M^ I ij F_4 w, A:- L ,I,, Wk L t7 Aw cW X—I, >q_ Y.j mr.Ao 4, VAX co-i-I �1111 ArICHOR SPACING SCHEEME: VA'Aj, $041t cj-A's"M 0 1. L _J PER Dux L 17- M. Wl . ..... . .. . a L W j_,4- POCIP OtATAWO VV 95 rL lk 4 jj � R ul id U? V _,; c mot IS ANCHOR NOTES: -7 aw cc j*L&_ ja4i =.:W�OL t`q:.*fktV44ttl6", VA �'l 0:1 X 1 St� F*'lg A -M M.5 -W tl 6Vt t, AA 1 "QO6 11N., V-K4 1�,L V*,. I,- 'SLY #ZTF CK low'" FL"ICAOMTSVo� 55 A!� WOr". 57mm 41 MIW Wk r'! "Al VIEW -T )7WL151nrl"IX�_ M *&W, A. 'lf�D kl*W.0 #V��Mvc: t-1 AM! '�ft I rl�p Vto C,O%r PTA", tt %AWAk 0)" 1 rnt 4 #s5',A.t.k i 4' IZ"4 P,4 F' AALZ "M W%0 :1 'A% "tfb rVh _j a F "IF rogwr1rPfcol u%jr ftrw." lo W, Cll cn (D c- Cell ® 0 CZ m (D 0 0- 0 - = F, M cz cn C) > 7D E P cf) 0 AM c/) U) sm.. Q) U) 0 c/) ell% 0 CL ) (1U) co LLJ _J n SHEET NO. S 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. IT CEMENT PLASTER a 2 MIL DAYLOK CIA.) MASSONRYBIOCK EXTREME WINDOW � TFWR FASTFWR i) srALA"T AT T 4) SFAI-ANT JMT w;NDOW 8t" TO OUTSIDE EDGE OF 4� MASONRY WINUM BUCK 2) SEALANT JONT 5) AlSIFANT iNsim rDrjr- OF WINI" FRAME 1V ;% W*90W BUCK ACROS'S W#4X)W BWK AND EXTEND TO VV0400W FRAME MASONRY - PER r 9) TOM FOSEALANT BrAD BRIDGING C1 AnDW1 AND WINDOW FRAME --- 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL I HE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB. SILL AND HEAD DETA4_ APPROV170 qHFATI APPROVED HOUSIEWRAP STRUCTALATH TWIN TRACK 2.5 314* CEMENT PLASTER 12 MIL imin) DRYLOK EXTREME LASHING TAPE APPROVELDF WEAl'HER RLSISITIVE BARMER WEAT14JER VE 13ARRIER 6 tARILY SFCORF WOOD FRAME CONSTR, EXTERIOR SELF ADHERED FLASHING SHEATHING BY LAPPING DOWN OVFR RIM JOIST AND UP WALL BY (5 IISL WEATHER RESI.SITIVE BARRIER Si"At TOPS CA- A)i� UNUIzH LIECKING (Sr'r DETAR WPO7� ED FLASHING HEAD FLASHING TIC -IN INSTRUXTIONS; 1. Cut, told up & temporarily secure weather resistive barrier above header to allow for flashing installatian 2. Self -adhered flashing plus head flashing under weather resistive barrier Fold weather resistive banner back over head flashing aM sea] wrlh tape 2) SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW I FLASHING INSTALLAMN AFTER WEATHER RESISTIVE SAPAIERwpol DO NO HANG. SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS 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 numbeirecl items in the list of inStruCtiOnS below' 1 Install self -adhered flashing in ordef as shown by numbers 7. Install flashing anti weather resistive barrier 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, embedded in the adhesive layer) - for ease of installation and to minimi7e scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (15" 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 8. Mechanicalty fasten as necessary SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 112" DUROCK -- A112M 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT < NtAIMLIt titti4t, 111VI: RARRIFR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A .V4--I* BE AD OF CONSTR FX7FRWJR iWATHNG ADHESIVE TO BE APPLIED L)NDER TuRESI 101 D OF DC)OR AND FIFTURN UP JAMB 6-- U$E LIQUIll.) NAIL 5RANL, OR 1700& WFATHF11 PRoor CA01 XtW. 6ilroliKY "Tidilsol 8FLF -ADHFRFf)FlASHING SEAL TOPS OF "$7 8 UNULR DECKING cSTE DETAIL WW7 SELF-ADHF- RFD Fl_ ASHiNG , EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OU rSJDIz CORNER z z uJ Lu I a. CL LLJ 0 uJ ir W 0 LYAJR HOLIGH (fi 'ENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS W 03 in. 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall > c- 0 --IAFAEOF CONSTR :V4"i (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. C> ADHLSIVU TO BE APPL IF. D UNDER SELF -ADHERED FLASHING TI iRFS1401 D Or DO(' R AND 0 &_ f1t: I URN UP JAMB, 67 USE U01,11U I Phi EXTERIOR R703.1.1 Water resistance. The exterior wall envelope stall be designed and constructed in a manner that prevents the accumulation of water CL NAIL BHAND OR EUL)AL �%�AI HEH PRO('f CAULKING r -M CEMT, FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required 10�y Section R703.2 and a means of s� BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C-) ca 0 0 �JLL_ 'Ji'LOOR > I. -, WIRE LATH . R703.2 water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and break$, complying with ASTM 0226 for Type 1 felt or other a roved star-r i ti b i h ll b li d t d h thi f ll t i ll N 15 h l f l hall li h 0 %_. C:L - a 0 l pp s a e app e over s u s o s ea ng o a ex error wa s o. asp a t e t s a e apt e or zontally, C Z, 0 U. 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 7k CO cc approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt 0 cc 0 > -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building - 4) film JOIST felt or other approved water L_ 0 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 0) 140.2 co Cn R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 0 paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING XA/P Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance V T 02 CEMT, FINISH SILU Pc CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. MSTAUL hFLF-ADf#J1R%E[J NLLL)LL) IN CORNERSPUSBERIZED AN iFSIVF FLASiA, NG JAM8 9 HFAD 'rHR0UiGH'SF_LF-ADHEREr) ASPHALT ADHESIVE R703.4 Flashing, Approved metal flashing, vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied i LAt;k0N(3.!,LL FL-A-SHING SELr.ADHERro rLAS ,HING=---,,,,, R-AW-EDVANDKIN shingle -fashion or in accordance with the manufacturer'* instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturees instructions. All flashing shall be applied in a manner to prevent the 4_" SCORED entry of water into the wall cavity or penetration of waterto the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply wfth AAMA 711. All exterior fenestration products shall be sealed at the juncture with PAM"t to xr,06C I U L � OWL i U', 0 W_j WVH%. STI 1ALWt H3 t A'O the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ncti[At'c EXTCND A MINIMUM 61 AIS,' 4irWN; contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF THIRFSHIM D 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 folkywing locations, 1. I.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 sh all comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance -Kith one or more of the /z7 (2i following, 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration (j5 11 4 manufacturer's instructions, in accordance Arith the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing sh elf be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or ( (6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent (7 drainage, Openings using pan flashing shal 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 - SELF -ADHERED FLASHING WP 1.3 1.3. In accordance with other approved methods. WP05 INSIDE CORNER 06 1.4 In accordance with FMA/AAMA 100, FMA/ AA61A 200, FMA(WDMA 250, FMAtAAMA/ WOMA 300 or FMAIAAMAIWDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3. 3.Under and at the ends of masonry, wood or trietal copings and sills, 4. 4.Continuously above all projecting wood trim. 5.5-Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -fame construction. 6.6.At wall and roof intersections. v1prb'q _ AtIG 2 Water Hftfstant sivief 7� 7.At built-in gutters. Loth `01 ft Revic_ A" IS'f! She1 athing 4 on by THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL %Fonvia nce FLASHING AND WATERPROOFING METHODS TO BE USED. DebraWqt od C, at HERED FLASHING ,2) i\4.) 0 IWPOO 10 Rik 0SA� kf-AD BREAK WRB ^�F I ,DTI WRAPOPWRRONT 11 IF VFRTIrAl SDRFAC.F TO TCP OF LANUi-A-S AN All 3. L2_ F LAIC FwWarton WWI-. 4 Tm'S uAvi $8 A RE'b--ut', OF I'.41URAL SHitINKAGLr Sr AL DMAIP SCRE ED 114LAST; C A" CC SOFFITICANTILLVER LEGEND 'LLF AUHLREL) FLASHING (,W) - DRAINAGE P1 ANF PP) AT 116-I I('R RF SISTANT RARRIFR (WIRR, RONF)ARFAKWF-ATliFRRF-sI�,;'TANTRAFtRIFR-- s.-L r rLIAPING {Sr) t ATi I PI ASTER ACCT&SORY '-,,4EA'Fr3NC. '0W, PLY114'001). IJEU,50LAz�k STRUCTURAL FRAMING _J 11, ;I iiUGltit'iLiIt:IN+ SAF _--r)RMNA(X Pi ANF VIRA ,-FV-A4r) BREAK WRB V _-S 'F I ATII LN $1 OP A SITITIOGIS FtNl,'ki LOS== 7/8" Cenvnt Plaster 718* Cement: Phwef in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper �1160 O.S.B. sheathing Stampede or similar cauk bottom joint Only Weep Screed Installed As Per Manufmut. Spm-s. 1Z Cementitious Decorative Finish All inside and outside comer will need to be IT"ker cut and caulked all butt joints need to becaulked usiing Stampede or sim. caulk for all 40 III BP- 5 Iss Lcnnoc Root) 5f(,Po,�,.ly)mLes%f A)�,x 5jone� co a88 %�y � i 1ls or- f