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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS REC 5 Vl=f) JUN U 2 MZ ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM - BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA - EAC H ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW -EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING 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 H.0 - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ -WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOG 'ING SCHEDULE 0 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE 0 LEDGER SCHEDULE HEIGHT OF -STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER ELEV NUMBER 4 A15 SHEET NUMBER 4--ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tp!� INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2, EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. E P4 P4ARm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 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 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 --_ MAY 2 4 2022 vial lni R[viiw ni=T lei;' ;al Peview Assist, Inc. pi, -,in- .,view completed and ap ted for colnr�ii��'�'e \-Ith tine 2020 F th `dition ; ,y, `)eb:--i Array Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ^, A' C M E O W L M 2 -I�— C/) V rN_i z� °° ch M [ EO� �0 �g .�s uog N N L Lu SZ v FM m C3c Q tz'-0 Ill 0 v- w0f- I—< M -, ff ~zui 0w Q M f) � CY�2zmo 03: LL00LL.j0 m LL o w�w �mZ� � www(MOWaOzz Z�acn aO �<a wo�LL pw 0W a 0<m LL 0 LL O O N Z O� (n O cM O Q U) CJ M � LL d' <C W Q Ln �IIXa.M QU000 Z w J 00 d' mi AMR I I, ` M O c o CM04 � M � O ` N o ' z 0 ' ^ W w O O O Lo > � N'i I I I 0 d' 00 z~ aZ O zW W Woo O U U � to o or< Z a' Q c) I— w a a Ln = m=w T41--I zom W a�D . . M Q O zwo Z Uo-Z �z pC Z ou 0 W z C s z W M N O > 0 LAST PLOT DATE . March 21, 2022 Z0 J I COVER SHEET 0 N 0 v 0 fV CV Cn 0 v 0 0 v 0 A S3 0 'v 0 0 M O 1'-0" O -v 0 Czr) ELEV(-) 0'-3 1 /2" 2 U t= 6 _ CV 2 ti F-bo d__ (-) 3-1/2" 30'-0" 4'-0" 1 I. 2'-4" m— 5'-4" Ti.1 4'-4" I. T-9" I. T-10" I. 2'-5" L 4'-0" a ELEV. AT 0'-0" 8" MIN. ABV. GRADE) TYP • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) B S3 I ii I B I I I II I II I 0 I I I w �� II > 6 I " II >�z I - I O � H 14 I ii DC.J. r ------------ I I 0 --N m-N �'— - - --- -- ------ — IF--------0 U-- -� I �r J-- des --... l ' J UI CL =11 1 1 O N V c zY �- N(gll II II W II I 1j 11 w I L ------ -- - I 7 I 13 0 I I ii ii I I •rr II II I II II I -a I 10 I a I ii ii I I II II _ I II II O 14 I I I I oo• o= I �---- � � l ---- --- -- ------ - --------- 2-2 3/8" _ _ I I I I I I PLUMB. _ C.J. _ _ I I I T-3 3/8" — — — — — — — 8'-5 1 /8"—-1 - 2'_g" - — — 6'-3 1 /4" - SINK / ELEC CONDUIT ELEC. CONDUIT _ i I LAV LAV - 11 I 11 i 00 II �I 9 I II o � 1I I I I M 111 � 11 I E__ a -' 1 1 I 1 1 I ( -_ l ---J L -----�,�----------------------F� _, 1 6 I I 13 I 1i I 14 I 9'-2" o +-r ---REF.--- I---------� I I -------- C'J. — M r n 1 n--- �' j- 1I II II II I II 1 I II II II I ' - II II II I ------ ---IJ L � r - - - - 20'-6" L ITUBI 12 I I I 17'-7" I II I II II W/C II I I II II 14'-10" 9 II I n I I I LAV Li II I I II II I ir ----- --------1 I --- ------ I I�w ii 14 Ili 11 10 I o I I I I IT�2LO" II �I K Ili S3 I C u I I 13 II K I 4'-8 1 /2" S3 i I L 1 WASHER 0 II ELEV 7 i (-) 0'-4" a, I; I 13 3'-5" I O 3" I_ 1---------I------- — C.J. I M cn Ij N , W 1�1 --- - r� d 61 14 I CD I d N I _ � C� 0? (V p 1e 1'-81' T 1'4" [ 1 I v 4'-8" 6'-0" B I B LL L; 14 g 3 I I o a T-1l �d O Om C� AI I CI _ - 7cv _ _ N2 2'-0" I_ 6'-8" 10'-8" 2'4" L V-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /411 = 1'-0„ 16-0" 19'-4" 1'-8" O LID co FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-31R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'4" 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 0 1/2 DP X 9 1/2 WIDE RECESS 0 1 1/2" DP X 8" WIDE RECESS 3O 1 1/2" DP X 13" WIDE RECESS 0 ICE MAKER LINE 5D SINK - KITCHEN 6O REF 0 WASHER 8O W/H 9O 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 M AY 2 4 2022 V I R T I) A L REVIEW A£ S I S T Virtual Review Assist, In Flans Review compleIL ted prov for compliance with the 20 0 FBC 7tl dition by Debra Anne Klahr PX230C N O 0�,�� N M CO � ao�W J DOy � �' o 00 Q 2 Ul) 0015805 z Uj FREn �� O w 0 z Q nl Vi wE L M 0 N ti Q M"I V) cli V 70� y Cm C: t vI O LL S C Q U ^N` W D° U w Q N c Oc)O EM ` m a ^ C)a �o LV W W Q w w0Q �m_j m1Yzm Z U--, 1- V 1- D<0xQzH6_2! aWCLWF0 W°O�00z°Z) 0 U' U) O O Z �oa8 32g~-zwo:¢p0a �0 W O�IQ-�Z�Yp OQ o 0 oQz LL Q�a- �¢L. O CN Z W Oill- U)O M O < 01) CL Q W Q Lr) CL cM <U<00 ~ Z J A 00 M Ili 0 00I N IN O N O N O N O = N o n o i i i i ' 0 O_ Nm co W QZ O W Zw 0zz 0) O V 00 VUu) Lo O 0 C) Z F_ a —a Q Lf) = Q m�_ d 0=0 rl zo= M W O F- <=) zwo r Q (� Z Z az`` Nz p �g _o W Z Al z W04 M O Q LAST PLOT DATE o z O March 9, 2022 MONOLITHIC FOUNDATION PLAN B 0 Ln (D 30'-0" 11'-7" 6'-9" 3-1 2' SH 25 HID AT 6'-8" EGRESS 5068 SGD H.B. \ ° v 2868 � J \ _¢ \ N \ \ N _ OWNER'S SUITE \ °p 15'-8" X 1 V-11" \ 0 8'-0" CLG ti F 60 \ ti% 12'-7 5/8" 6'-3" T-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.L/12 VAULT. r — — — N 2868 IT O. BATH c (5)G H (5) SH M 8'-0" CLG W.I.0 PEI 04 8'-0" CLG I cn 36" x 60" TB o xs I SHOWER PAN rn � I DRAIN M DINING o I M 'T SHW HD �,°0 �D 10'-0" X 12'-6" N & VALVE Q VAULTED _ - N ca _ — N GOO N m d= p� Co T-3 1/2" 4'-2 5/8" CPT. I M 0 TILEcn m LO o co BEDROOM #3 p KITCHEN z N 11'-1" X 10'-1" 12'-6" X 13'-6" g 1 2� _ 8'-0" CLG VAULTED i 0 Q14 S2 --�� p I op z W ((D O N ' '. 2.5/12 C �D U ti z= QO VAU LT. CLG Y 2'-31/2" co 11'-61/8" DW 2668 4'-6" N _ 4'-5 1 /4" 6 T-11 1/2" coT-9 3/8" '-3 1 /2" 26 10'-3 1 /8" 00 0? ih 0 8'-0" CLG co M REF (V N 9 BEDROOM #2 H 9'-10" X 11'-1" 8'-0" CLG 00 TB N I - 0 BATH #2 1 u- �0 2'-9 1/2" T-2 3/4" 8'-0" CLG I M _ v co C-4 v v O .o> � 2.5/12 VAULT. _ �/ «? INSULATED r-----� CLG p = o WALL 00 / AHU PLATFORM M 20MIN . RATED DOOR �---- ' LAUNDY E WEATHER 22-1/2" x 54" PROTECTIVE ~ FOYER 8'-0" CLG �,� STRIP ATTIC ACCESS BOLLARD ao 4'-4" X 12'-8" 26,d� O�O� (-'� K S3 LO VAULTED ti SHELVES IN r� LAUNDRY AT 60" A.F.F. 00 DRYER 8 VENT Cf)W D HANSEN 0 3-1/2" B10X "v 1 -0 _R 00 I H D AT 6'-�8" 2'-0" 4'-0" 4'-8" 6'-0" PORCH 8'-0" CLG ---4 PADDED TWO CAR GARAGE FRAME WALL 8'-0" CLG -------------I LINE OF GARAGE IN OPEN POSITION � I I I I I I I I I 16070 2'-0" L 6'-8" 2'-0" 1'-8" L 16'-0" L 1'-8" 10'-8" 19'-4" FLOOR PLAN (ELEV B 1 /411 = 1'-0" 30'-0" 00 NO W UQ0 ow H.B. ti N 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 RIND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)- = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)- = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 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) \/V\ \ MAY 2 4 2022 VIRTUAL RE VILW ASSIST Virtual Review Assist, Inc. ?lans Review completed and ?-proved for cornpli0mce wli h the 2020 B�; 7th Klahr PX'2300 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 INTERIOR END AREA (ft)2 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 N 0 1 OF F(,o N �.� J DOh,4 .9 0 F2 �` co 015805 W -ED o p W p z a AW' W L `0 C? U p C') d N N V a °0 ° E C, :) O u 2Q5 0) O U- s Q r Ua� .N w Q H o E� m a an w w W Q W J W O z W ( Q Q V �. X02J<�O3R' UO�JO Qd0JzLu.0Z20Qf-�Q O'j)H2zOROomzz U 0 00 Z �waLu LuU50: < �0QQW aczwz0LguQ 0 W a LL ¢0w �F-H �YZ 0 �FQ¢LL Q LLLL 1 O N ZLLJ O v! q MO < w 00 a U) ILL F— cy) a}Q00 zv~ W J 00 M M ! I ! I i 0 M Q rn CQ a ` ' z 00 C07 zZ Qz C)w 0) +-� 0 W v p O O _ 00V5 F— O �z5 0Wp -a Q 0 Z a Q Lr) = W LU mF Ur r-1 z0 p z . .M W a� co D Q OZWO Z V WW az �z pV QZ J CL _o F- W z A2 0 W'I M N O O LAST PLOT DATE z� . J FLOOR PLAN B JV -V 6'-1 1 " 6'-0" 4 (V U U Gil, CJ 1 -I E7 141 CJ3 o J ✓ I 'A 0 I CJ5 5 I I A7G 8'-0" CEILING /A6 j A5 -Z I I I L---------------- ----A4--------------- II I I II II I II II I II II I I I II I II II II L--------------, 8'-0" CEILING I I II II I I II __ ______ I I rr -- -----� I L--- --- I I I ---------�IL-------------�`--------- --------------------------------471 I I II I II p Z6 II ty I II II I I II O I II I I 2. 12 VAULTED CLG. I i I ¢ o I J I I I I 8'-0" CEILING - - - I LO II 11 I 2.5/12 VAULTED CLG. I I II 1 I IiL II II II II ___TJ L J I II II u 8'-o"iCEILING II 1-T II II II I II II I II � II II II II II II II Z Q �" tY W ui I II I � 7 -m: ays�xv L_________ IF- r II u I I I I ____J L---- J L------------------------- ¢ m I i A/C CHASE l i I I I A1C Vim v i L-----J ; ;I -m 2.5/12 CLG. I Ii 1i A1B I 8'-0" C ING II AS I c o I j� A9 11 11 8'-0" CEILING m01 A11 C)CJ3 �5�, CJ5A CJ5 C � h 1 ' U E 5 w CJ3A CJ3 r` C1 u7 ' U U EJ7 LO y�� 0 cn C1 0 = O CV U 4'4" 6-0" 19'-4" ROOF FRAMING PLAN (ELEV B.' 1 /411 = 1 '-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES \/V\ MAY 24 222 VIRTUAL REVIFW ASSIST Virtual Review Assist, Inc. Plans Review completed and app ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 LO SHINGLE ROOF 12 51- 12 HEEL= 4-1/16" Z�A01 REFER TO ENG. _ — PACK FOR f _ PLUMB CONNECTION —� CUT 2X4 CJ3 M U 12" U LABELED END MARK 1'-0 5/16, TYPICAL F SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 4 CJ3LO U CJ1 v V-0 5/16"'-[-,� I. 2'-0" 1. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING Total Truss Quantity = 79 ATTENTION' 30' Soanlorless DON'T LIFT SINGLE TRUSSES VVITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 60 degrees or less 30' to 2/3 to 1 /2 I line i spanapP Ta line i span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. " PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. 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 LOAD DESCRIPTION INIT. DATE R/01 Created from BID 8312288A AS 8/8/2015 RA01 REV. ENTRY & ADD HIP (M REAR SHM 9/18/15 R801 Add Vaulted ceiling n Great rm, Dining mi Kitchen Foyer & Entry AS 12/29/2015 RB01 LC 9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/23/2019 RD01 LCA JTH 114/21 - CARPENTER —� CONTRACTORS OF AMERICA - 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT :TOUCHSTONE MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B ALT DESC: OTC LOT BLOCK DESIGNER PAGE HAB DATE 08 06 2015 LAN# SCALE N321594R i N O C)F-FL0 N co to ` 'J�`, R00 JUS t w O w 0 Z Q U M CN N �0Cc uc �` E Q �•� O¢ N W QV N 00 E c. ^�0a �o rWr^^ W LU � o W � W z� coLLUOpJO V Q V IY�RJ(Q�of co �v)O<ZLLO�00m 0 O O Z ��a8zWOZzLLX<0X_ Qom¢°W�—WZ_ U LL OO Q~ 0 ES Q Z¢ ¢ LL I LL i! C:) CN Z LU O �- 0 E5 (V .—:cv)o Q U) M I*-- n. U) d- U_z 2 (0 < W Q In 1--WCLcei Q>-<oo ~ Z W W 0 CD M I III I I Q 0 N CD N N 0 � N 0) 0 o I I I I Z 0 ��>QNMIIII U co ¢Z C)ZW 0) O W woo U �Z> p W — 0 Iz Q O Z F_ n�a �Wa L^ / = MHW ZOM rl ■ ■ Z 0 5WIX (L Z z Uz 0C� 0CL m z A3 z Z W W M N N O Q LAST PLOT DATE O • ■ Z 4-0 March 9, 2022 J ROOF FRAMING PLANS B GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5112 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 CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ, INCH REQUIREMENT ATTIC AREA = 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 VENTILATING AREA SHALL BE 11150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT ' SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT \/W\ MAY 2 VIRTUAL REVIEW ASSIST Virtual Review Assist, In and Plans Review comp letedfor compliance with the 2020 Edition by Debra Anne Klahr ROOF PLAN (ELEV B 1 /411 = 1'-011 2022 a d F h PX2300 N N 0 N rn OF 1:4® M CO'�`� Co Ln -- x° w '�� RO 5 z w • w 0 z Q W L a 0 "' U 0 MN d N N V c M 0 t p � g O Mg 9 Q ._ U 6N 0) < Ln V w aN c N >V o EM 5 a W w w WH W � cr W O wo2Wj-_j¢O��¢u.U00 C7 Q O�ORO O 0 m0zH0v w aWwF 0c�nUaO5ZwLLZ~W<-wo LL 2O O Y 9 OQ p ❑�LL ¢_ ¢ O O CV Z 0� >C/)o 0 M � O Q � M L0 LL F-�a-M aUa00 Z F- Wz W J0 O M I 0 000 M N N N O ` N O o�0!Ili O 0 1 0 U > (V Mco ZZ ucr OaW W ° -�+ 0 V o o L.UVVOLU- L0.0 0 or< -0 Q C) Z a -a Ln m = W z=Om . . Uj zxo M 0 Zz U ww LL gZ .. Z T§ OU 0 a. m z A4Z W W MN O LAST PLOT DATE Z0 0 J ROOF PLAN B ELEV AT 8'-0" _ T.O.M. 2'-0" � I ELEV AT 0'-0" 4_ _ 1 ST FLOOR FF A5 ELEV AT 8'-0" T.O.M. RIGHT ELEVATION B 1 /411 = 1'-0„ 12 5 _aq"� ELEV AT 0'-0" 1 ST FLOOR FF LEFT ELEVATION B 1 /4" = 1'-0" ELEV AT 8'. T.O.M. ELEV AT 0'• 1 ST FLOOF SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCCI OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF FRONT ELEVATION B 1 /4" = 1 '-0" REAR ELEVATION B 1 /411 = 1'-0" 5/8" STUCCO OVER CMU 60 to 75/8" STUCCO OVER CMU 12 5 I 7 A5 I I I I I I I >HINGLE ROOF 1/4" THK x 6" >TUCCO BAND i/8" STUCCO )VER CMU F FINISH ELEVATION F SHEATHING UFACTURED F TRUSS DRIP EDGE OINUM WRAP OINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING 0 MANUFACTURED ROOF TRUSS 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 OVERHANG DETAIL 6 : CMU COLUMN DETAIL 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. 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) 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. NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO MAY 2 4 20 BUILT W/ STUCCO VIRTUAL REVIEW ASsI. Virtual Review Assist, Inc. Plans Review completed and appr( for compliance with the 2020 FBC bra Anne Klahr PX23 VARIES PER OPENING 81 ELEVATION DETAILS 5/8" STUCCO FINISH —� 2 . L VARIES CV N ASSUMED GRADE 9 ELEVATION DETAIL 1 1/4" THICK I I L CAl l A M 0 ARoOISS05Uj Ln �* RG� � O w Ir 0 z (11 E a -0 M o 0 My d M N N U 4) E C O' 2 °U:8 c� Upr"r •—i ^N` U W QN C E W ri 00 a 70 l. w OUl W�' �O 0oZO�D0 yUQ' 0Q OUJ au)x L) EZ? OZ) wQW pW�ZO� Z�Q �aQ LL Ow �_F- ? iYCH< O¢ O O<� ¢ LL O LL O N 0� U) O F- M O Q 1,1% 00 r— ���� QWQ�? a M <UQ00 Z F— z W W J 0 d M O CN(No M N N N O O � O N ' ' z Co � U—) Cj "> Co Z� O ZW 0*) O W WOO U U U L O OLU— ° a � Q C Z � a_a. W It L0 __ Uj LUW rl IY Zoe . O aC Z g- W w,- � °' z Z H 0U 0� F-m z A5 z W w J M N LAST PLOT DATE N O z - • 0 March 9, 2b22 J EXTERIOR ELEVATIONS B A/C DICONNECT L-----`- ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2, ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL, BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckts 200 AMP #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 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 \/- MAY 1 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and p oved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° Uj 4 1/2" DOOR JAMB DUPLEX 19 OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED —�} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET -�- SWITCH AT 36" i 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER —fl DIMMER SWITCH AT 36" �] PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 6� 50W MR16 4" LOW VOLTAGE OWNER 088� 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL - CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos COMBINATION DETECTOR C SMOKE DETECTOR °U-18' UNDER CABINET 18" CS-180 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:R 24" VANITY LIGHTING F;;-, 36 :FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (� EXHAUST FAN ptiA DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) MASTER STATION �i ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR 129 A/C REGISTER (TJ THERMOSTAT 0 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. i W L 'C'0°? U (h N fCN V -0� s D O 2§ �S O m < U �N ^, W pg w Qa 0o E "Co c L ,9) a 70 LV w LU w Lu 2 0 �w:¢¢0) 0U �zWUO�JO Q O 0 °z2°C,�-a�QQ OLL � a>Lu zWf)0 a OZ OzYOZLLp �H��WW ¢~W ip sp O� o �¢ IL ¢ O �- ¢ IL O N Z 0E- > (n O M O Q � M LO in. 'T LL QWQu? Q. M <UQoo Z i— W W CO d- III I i I 0 CM N Na S_V � o CD 0 ' z O U-) N ol I I I I M'Cr vim/ Q z O W zw O V WOO UUV5 O 111— o�Q :) Z a_a Q ' W f- T�I ZO O M . . M W� 0 ZWO Q Z Z EL pU a. _o m z A6 z z W w J M O LAST PLOT DATE zo • . March 9, 2022 J ELECTRICAL PLAN II V 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 31 ST, 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 RESPONSIBILIT" TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(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) HORIZONTALS (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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. 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 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH 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. W WELDED CONNECTIONS: E70XX ELECTRODES MINIMUM SIZE FILLET WELDS 3/16 A S 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- fies 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/sprinkter systems includingg all risers and spray heads shall not be installed wfthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back?Ill 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 A - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r inf ll occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V =140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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 1y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAY 2 4 2022 VIRTUAL RI -VLF W ASSIST ` Virtual Review Assist, Inc. Plans Review Completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N 0 0 O F Ft O M c DOS /11, R00 , �n��yy� • i .Ji LU � O ED A v�\ LU 0 Z ^` W � 0 M'- d +_ M r M to co O co% O O u T� 4- O IL 8 O • Q 0) �^V) w C E ri .Ll a 1-1 rLL! w �WW J W O ¢p3OZ U Q ~ W:)g-j pWVOLL-O o�E��-oomH ° OCW o Z � �a C< Z z wz�OO a _Qp 00 � ¢ wzv) w Zo �o��QW $ w ¢ O f- -` 1L O N Z LLI O I- >U)o F- cM O QU)M� G I,*- Z <C u1 Q Lo r 00 Z V W w� JO O CD O N N N M �M� o o O L W Wo > .- 0 N o M I / M' V } ~ rV � Z C) w ZW C300 CF)0 +� V U Loi.i ^ O 0Zj 0 1.-WO Z aW¢ O = W= m~WW H Z 0 � M LIJ O QH� Z-0 Q rf QJW� tl Z Z Z D) V J O 12 _0 00 Z SNO Z w W N " M O LAST PLOT DATE o Z . . 0 STRUCTURAL -- DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A-TACHMENT. METAL LATH WAi_L SHEATHING 16GAx14'ti2" LONG (314"-1" CROWN)�{ `�" STAPLES �Ic� 6"" O.C. VERT BETWEEN I 1 MAX'� I' .. � �.� ��' � � 1 'I 16GAx1-1, '" LONG (3/4"-V STUDS (NOTED THUS: —'I - OFFSET I I I I CROWN) STAPLES ,'o 6" STAPLES BETWEEN STUDS AS SHOWN _ - --- -_..._ _._...,..._. _ O.G. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = T-O' 'DETAIL EXCEEDS TIE REQUIREMENTS FOR FBCP, 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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR ' GAS METER O O (N • 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. 16 4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE W W 15/32" CDX 0° PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 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 MAYBE 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + + + + + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1,7 p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 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 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap / FILL CELL w > STD. 900 coNT. #5 HOOK BAR STD. 900 HOOK r— BOND BEAM CONT. #5 4�1 BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TA MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap ?; min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts, N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 �nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1 /16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 9" !1 aril nnilc at R" n r Provide adequate bearing for each lapped joist. 10dnails SECTION @INT. BRG. WALL N.T.S. `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges is l� ❑ is 6„ A %" ROUND HOLE MAY 6," 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC N.T.S. SLEEVE THRU STEM WALL Use 10dxT nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Round Hole Diameter( n 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hale Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" V-2" V-3" 1' 3" V-7" 1'_11" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" V-1" V-2" V-2" 1' 3" 1'-9" 2-4'" 2%11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1' -0" 1'-1" 1%2" V-2" V-7" 2'-5" 3'-2"" 3'. 10" 4'-9"' 5'-7" 6'-4" 7'-2" 20 V-0" V-1" V-2" V-2'" 2,_0" 3'-0" 4'-0'" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1"-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 1Y" 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. Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. Joist hanger \ 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 1i4%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. 0.6 X Joist depth E L I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000so BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16 3-16d 4" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �� ��Illallall� SLEEVE THRU STEM—/ SEE PLAN FOR °• a • 04 FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN a 7i 7-1 r. ; i rv� �,nmor_ 4 rvu 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 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 1 a ' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d I° a =III-1 .A. a a.�d�: ° � a =1 1 I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE q n d ° a � o •a : •a --------------------- - Q . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d o a G j1 —_rM a /a A a a4. / j"j7 II II 1I�Tr+IT' ° SEE FIND. PLN. SIZE & REINF. MAY 2 4 2022 I VIRTUAL REVIEW ASSI`:T V'`! Pelf -�,w Assist, Inc. i%k•�r C0,7 e t e d d approves 9 With the 2020 FBC 7th Caitit:n I i , i. hI ,n PX230 r 0 e O F. F4 0`���` N �P M J �oR OFF' o • ' co 0015 5 LU O 0 LU 0: 0 z Q E W V 0°? OU MN S E r t m � O Bo '�— U_�i U < pg .N LU a� ^ ` cv C E M TWA }V�� V V F2 a 'aa LU LLJ LLI W Q W J W W 0 Wt� C7 Q Q co LL 0 �0�LLU0�0U 0XJ0ZM00E-Q0�Z�0�00XOZ U W 0XdCL>WWWWW¢-�pp 0w�zwOWUO�OZ 5ZmI.L. W �Sao F LL 1 0 N Z LLI O� > (n O ID�MO Q U) M LL. d' QW<Lq �C�IZM Q}<00 Z U 1— W W J0 J t0 I ' O 0 0 M o N N o o o ! ! ! ! O C ; N C4 ! � M 00 a (n z W C)co W '� 0 V WOO 0 0 V5 Q�w0 �— 0 Z W_ Ln 1:W2a V H~� H zOx ■ ■ CO W ¢ U) S§ Q ° gw2 3111 Z Q aZ WZ O0 O m Z SN1 a Z J W " co 0 LAST PLOT DATE 0 . . Z 0 STRUCTURAL -- DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED,) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 9THOOK (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 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER L, MUNICIPALITY. N 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE • N °D - Z _ CO00 _ iLL LLL _ D ° 00 6 MIL VAPOR BARRIER � COMP. SOIL. • N (COMPACTED TO 95% I I I 1 I I I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR .11 —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 NOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 00 SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11,8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D ps D P—T1. D a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. c� DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATEcli E 6x6W1.4xWIA WWF OR FIBERMESH ° 1 8" —1W-•—,,,r,,9` I TYPICAL INTERIOR BEARING NALL w/ OUT UPLIFT GG =E TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK T ELEV. 0'-0" IL A.F.F. A' 0 d, ° a . ° °.. ° p d' Q " . ELEV. -0'-31 /2" e ...d ° e ° e, e ° A,F.F. p d 2x4 CONT. ° .. ° ' LL e° a ea d c a° o e �' la. �... . . '•d' ° GARAGE DEPTH VARIES e. GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR �v� #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR LT INFO. BO LT NF 5/8"x6" "J" BOLTS BOLT (IF LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS TYP. r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN t FOR CLARITYI— a • Z o. NOTE: ° II —III IlI—LTf- *FOR BEARING WALL W/ UPLIFT ONLY _1 11: J 11=1 IIk—I�-1Tf-1�I[I—III—III—' ' i ITn-1T�LTf��T,�r111-Tr- FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° GRADE ;0 III III III I' -(1) #5 REBAR w/ OPT. I — I I —III— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1Tf O.H.D. RECESS M ' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E — 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J"BOLT @ 24" O.C; W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2 x12, TITEN HD @ 24 O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/�IN. -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.0 U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.l- 4" 3 1/2"(min. 4" �I� o —L=� I I- -1�I —I —III' �` �T[,�L-Tf � 1�f -III-TiTI_I t I I f-�TfTi fi (2) #5 CONT. T-1 I Trr7Tr�i rrLi rr mJ1T 4" 114" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP Cad SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 9ror• ����,� Z�E� SEc ens 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOP UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 31/2"(min.) - 4" =1—I I ]�7� ��1�_ILf��I11II�IL�l� (2) #5 CONT. U.N.O. I TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT GO APPLICATION lo \ 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D ` D GRADE 40 MIN. Fy= 40ksi .p z_ #3 & #4 LAP SPLICE �, — . D FINISH GRADE o0 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —I I_T 6 MIL VAPOR BARRIER #5 REINFORCING BAR R 1 7/8' —� r #ti I AP qPI irr- i — a COMP. SOIL. (COMPACTED TO D 95% MODIFIED PROCTOR ASTM D1557) EI�I iI i I�iTi� i i�iTill I- 4" 1'-4° TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — a INTERIOR 2X STUDS @ 24" O.C. U.N.O. °.. a 4' ° ... '4FGARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1,4 N ' WWF OR FIBERMESH M 6 MIL VAPOR T — —_ BARRIERIi'/mmr Zj.`-j =��LLF— — — — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM MEN (2) HTS20 d 2X4 P.T. PLATE 7/18" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS SCALE: 3l4"=V-0" 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 W D U N a. pLu . g 11�1—ITS—I �-7I I IILi I I IITII ' SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. =1 Ij� ON 3"CHAIRS (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. • 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH c, . ° 0 8° TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH l� ° ° _]T[ 00 1� T. TfF SEE A/S3/J/S6 �"T T'T LI 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �� SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. f ' Cl) 00 GR 4- ° o ° ° • d III�III—III I� uj a w W ° A d LL � fh —!flT �( _ _ ,� — FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAY 2 4 2022 �A V.r.. �nl RFVii W ASSIST l Review Assist, Inc. F, .jIcw colrp!ieted and roved �,,Jitfi the 2020 FBC 7th :;gltion ' An"'� Klahr PX2300 N J Do lylk f 7 • ' _ _ y'r _ L ,. o 00 a A 05 at z R uj 2 O w z n,0 w W h E = � C!O ' Q MC CA N M ° 0 00 c = O E U ._ �to` p V w a!; 0 E�? m 7W V 0 � ° a a uj W W J �aaWwO0W W°U o�U-8� °aozo00w I— 0 x Zza p�a co WawwwaOi¢aO�Y°zZ °0 !° U) OZ ��W° Ow O ❑ =O ❑�aLL O CN Z W 0 I— U O z 0 or)O Q %f f LO CL U)LL`�t U) QWQ�? cei a>-Q°° Z 0 W W J0 (0 M I O o 0 0 N N N M �� r rn o M r o r e`— Q I I i 1 Cn LO Of > r a' N p M I I I I 1 00 � �^ } Z000 v, ¢ Z w 0 U U U ") '0 0 Off❑ O Z a�CL T 0 w=Lr) Co � ~~O I— r-i Z OM . M W CL 0 ZWO >. r Q Uaz Z �z 00 a. m Z ¢ z z w W_j N M N C) LAST PLOT DATE O Z6-1 .. 0 STRUCTURAL DETAILS - MONO —(2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED , V_�I_ 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 VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 �(Np) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ,' + CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO �I 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 STUDTO 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)— FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 •- .� • • _ . - ' •- • milli me ■■III III■■ Milli Ilil1110 ■■III lii�■ milli IIIi� NEW ICI■■ Milli Il�I� ■■lip III■■ �Illl Illlm NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 Tjly� SFF 01V 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 112" 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- 2 x 6 P.' J-BOLT TRACK BRACKET FOP a ;ARAGE 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 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "' HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER �—(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 SIMPSON HTT4 TYP. O,o OR Fiy�NO, 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 (NP) 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 BARRIERS I 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 (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 . �8„SPLICE STAGGERED • N . ' 10d @ 8" O/C ATTACH ALL J j EXTERIOR STUDS W/ 4 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS M1JST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS P.T. ATE SIMPSON SP4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d /• SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL KI SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP4 I SIMPSON SP1 SIMPSON SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END LOUU �R in 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" EO.C.. SEE A/S3 FOR STAGGERED FROM BOT. REINF, INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL le 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) > (4565# SPF) > (5645# SPF) i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING d I I 4 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 4 /4 d a a. 2X8 P.T. BOTTOM PLATE D 7" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" .1-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 \/-RA V MAY ? 4 22 VIA1IIA1 FFVIEW ASSIST tw ; Review Assist, Inc. °aw compl :`ed and appr0ved he 2020 FBC i ►h Editiu , k 0�.b, PX2.3(�0 N 0 ,clC �E-F1 P• " 04 �yEVJ J DpHM� •• LO co LO 2 ' a 15805 ,' w G, �vv E w D z E 0 ; o N y 4— O c+m .2 c" 0 V m C: 4) E4— 5 .o �0� U6S a_"oiQ I •N U W Q,_ C H N o E 7N� }6.. M m V V ^ n 'aa LLI W� W J W O W z Cc W Q H O=9 J"03:x Au-002JO 3WR96Zo�oom1zaa I= 0 O Z O V ��a>zYOZzLLoa0�a °W v,Oz �ow �<�-�wz���� ° D�<U- O O N Z LLI 0 I— > (n O cM O z Q u) Lo LL_ (/) ti H tY M v- < >- <00 ~ Z 0 w O d' M I i I O 0 CN M o """ 0 � Cl) — r rn 0 a .- 0 O LO D N M00 ' ♦�1 > z~ v, Q Z w O W 4-0 0) 0 _ WOO U U U LO 0 DZ> OwD a C) Z x- Ln = w2a m~OF- T�'� Z O = (� W a 0 :t 0 zw2 r a U w azSQ � ■ Z Z ~� pU _0 m X Z Z z w W J ° N M O LAST PLOT DATE o .. Z 0 STRUCTURAL DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 x2 3/4' TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, DETAIL--7 16d NAILS IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 911 SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA.7 BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND1 O.C.. FIELD AND 12" FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 @ 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT — THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM T LAM NAT O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" K*"2 GABLE WEB S ECTI O N WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION cO bo 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS • WOOD TRUSSES tD 00 - 00 2"x4" CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING 1 1 2" 1 1 2" X RIDGE FASTENED AT AT 24„ O.C. ON TOP OF EACH JOINT w/ (3) 0 BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF It 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 ON (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION ALli SCALE: N.T.S. S5 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. / DBL. TOP PLATE —SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C 2 x 4 BLOCKING w/ (2) 1 Od IF >9" SEE 10/S6 �24" 0/C (TYP) WOOD TRUSSES I TOE NAILS AT EACH END @ I "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS BRACING w/ (3) 10d x 3" Al -1/2" CDX PLYWOOD OR 7/16" EACH CONN. @ 24" O/C OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) - MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU ONNECTION MASONRY WALL Hl�—ARCHITECTURAL FINISH OF THE LAS I I 2x4'7 ON TOP OF PANEL 2x4 BLOCKING W/ 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 BLOCKING, FASTEN WITH 10dx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-o" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT ..,,,.,� ,.. , ..,... ,,.,. ,.. �.., ..,...., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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" - 3'-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"0" SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING 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. 0 U' a 9c�r CORNER JACK Y w z 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL ,<_ 4 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL s crAI G M T c S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" 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. kqqq - a 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MAY 2 4 2022 VIAYUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and ap r ve for compliance with the 2020 FB 7th Edition by Debra Anne Klahr PX2300 N a a - apREW DOyZ> "y 'co . 0 S, A AR o w W z Q W\ 011 U M 5 .� n~ M M N V M O .F `v 8 a s Cj •In u Lu �� w CV C o E co 2 00 a 0) z3 7 LLI LLI °WW wu-0 w 0Z Q X_ 0�n00oJaV Q��co aJz ap0oHWrm°z�W H P-oWpWZUO 0 OWUaZ-~�w�gzz°OO�LL Qp LU O N z 0 I— >_U))o 0 M O z I..: Q � M � U) ofCL co 00 Q } Q zvI— uj W .j 0 O Mj ,I- M ! II! !I ! O 00� N N: N o00 N N N M o O I I I I ' Z O '^ Lu w ] : o N 0 M I I I I 00 (Cr aZ w O � W o00 0) O V UVF) Lo -0 O 0 z 0-2CL CL H LL ZON . . Z> p Q F=- z0fo M Q 0 :5ZU- z Nz 0 z 0U 0 m z z z w W J M O LAST PLOT DATE o . . Z O STRUCTURAL -- DETAILS 1/4" MAX 2'-0" x SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFE;*f "RYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR C 1x4 P.T. „ x4 3-1/4" LONG X 3/16"Q1 FURRING 3/16 0 X 3 LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16x.. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1/2" 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. & 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. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING 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 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K, T 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 1/4" MAX EMBEDMENT INTO .) 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 T PROVIDE 2 x 8 DIAG. BRACE BTWN'.', VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 t5" NOTCH WEB AT 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'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILS 2 T 7 / X6 TO 2X4 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 REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. "`' ';':': 1;; '' -� 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST °'f` `' SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENINU. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1l2" 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. GRADE D p I I ITTT� I I- ° M P. z r � ♦D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA, WAY J11L SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) SHE :S 1 IAIAP nCDTA0I C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SSEE ARCH PLAN AND PRF F-Nt, 7Rt1;;ti DFSIGN _s1- N- : I = ' BELOW ERG WALL TYPE ;—� j ALUEr PER PLAN �1314'- `+f-1',TE: /. F CHANNEL -4--_ SS N� DIA FASTENED PER I NOTE 2 BELCON 1 LCONT VENTED OR` : l - C ,NT 2r:4 '14,I1-EC T+: l 2x BLOCKING NAILED TO Tr1P I-f h:IN(,.yr . -1'N/:II ^ F HDRD EVERY OTHER TRH ," I •: �, W 3-12d NAILS. TYP- (`) G.C.r BUILDER TO VERIFYrPROVIDE SC)F'-I? ',IATERIAL SPAN CAPACI` ON THE DESIGN PRESSLRES SPECIFIED FCR UOMPt ,NE=NTS ,AND CL LISTED IN THE DESIGN CRITERIA ON SHEET SN. Fl:,kA11ACHPIFPITATVVALL (PER ALPHA ALUM INc 1-:.#1tt, - PRODUCT APPRC'ti'ALa F I,I1ANNEL PASTENED TO: EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x V4" CRO'.NN STA-'LES ,nl 24" MAX. O.C. II . - FA,TTERN SI/R FA!�:,IA x, Il- ,A !�A"x114' CROWN STAPLE a@ EACH GRcx 1. STRUCTURAL SOFFIT S ©1 SCALE 3.4' -1' 0" (") FOR ALUMINUM SOFFITS WI kC`:' 09.23 2021 > VA", INSTALL MILT Fl1I! BLOC - THE SOFFIT FI FA :NSTA'LLATIC:'. -' i I F `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAIL;:. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + �FNGTN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP . a + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7 PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") 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 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP Sr:l11 P. A/d QCC QUCCT M) AKIM 2N 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 HGAMI0KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. + FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' '• ;"' ' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 +-011 5+-001 NISH #5 BAR p' D ° CENTERED W/ g s H IN TOP KNOCKOUT/ N CHAIR BLOCK MONO FOOTING I— I D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT Z STANDARD 99 HOOK 4 #5 BAR IN FILLED CELL , , - a - •• Y e- a. 7 � �- �. 0 0 w- � 0 "- n• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 12") #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 IEXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. MAY 2 4 1022 " 111 Hf Vif W A;SI;T rtLlal Review Assist, Inc. Plans R,mew Completed and a for COmplionce with the 2020 FB 7thd ! ,v '�' bra Anne Klahr PX2300 N I O F FL '(� - O P- - ,,ADO ORew 3 DO&Zj,,'� Q . Q .r� A .4 Z w Of 0 z Q ^U1 > o ^ o W 11 %O r? U +. =)O M M Ln V E} �° ° M } _S O E O �.� o �8 ° — U p'IR 2 .nN, w a� N L O 9) EM W W W w WI.- wq we21.-0 wjg J¢pWmLLQ0 iOJO J f/i fn 0 J — Q H 0 0 a°009 zzoom°z � c��4 �(�ww W f�LLR•Qp1_I O Z a oLL Wp I-�zWZ QO� Ow� o O O�Qu- O 04 Z LLJ 0� > (n O /I-/ MO Q J ♦"M I V LL < Lu Lo M <Uaoo Z I— W W JC:) O CM I I , i I I C)o o r- N N V- CM � M V- o � o O (LO; co Of C) N 0 M I l i a 1 M cc)Zz }� C)Qw LJ.I z ° oo -�1 '0 O V UVU5 �. Z :)Z5; pw0 a -a 0 LIJ w=Q 0 Lu F- 2 H T-I Z O = . M 2 fl 0 <�� zwo z V aZw Q F- pU _o m Ix z z z w W J 0 0 M 0 LAST PLOT DATE ■ ■ z4-0 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 GAS FIXTURES - BTU SCHEDULE • 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 L/360 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 T S COOKTOP: MINIMUM NET AREA COMPRESSIVE STRENGTH = 190 P BURNER BTU RATINGS 000'S/BTU - LP GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0 • REBAR PER ASTM A615 GRADE 60 B BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 1$.0; (1) 12.0; (1) 9.5; (1) 5.0 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 GAS DRYER: • MORTAR PER ASTM C270 TYPE M OR S A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS. GAS TANKLESS WH: 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN CdMF L97�UMINIMU(MAXIMM VI LIEU OF CONCRETE MASONRY UNITS. II 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN A 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CA�T�RlT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-08 8F12-0B 8F16-0B 8F20-0B 8F24.OB 08-09 8F32.OB 8F8.1B 8F12-1B 8F16-18 81`20.1B 8F24.1B 8F28.1B 81`32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 7547 8974 10394 11809 4-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 1Q 8733 19 10121 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 J1 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 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 1 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4' (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 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 CA=T-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-08 8RF18.08 8RF22-0B 8RF26-08 8RF30-08 8RF6.1B 8RF10-IB 8RF14.18 8RF18.18 8RF22.1B 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 1 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 1 3776 5743 7239 5623 755 1490 2459 1 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 1 2253 1 3129 1 4091 3146 526 999 1568 2253 1 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST R PRFSTRFSSFD 11-1 INTF1 S Cam ^'�•� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (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 (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED T N.R. F91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRECAST w/ 2" RFCFSS DOOR U-LINTELS Cs�/►Re" "'�■� 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 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA=7'-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F61T 8F12-1T 8F161T 8F201T 8F241T BF281T 8F321T 8F8.2T 8F12.2T 8F16.2T 000 81`24 2T 6F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (231 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 1 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13' 4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 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 112914 246 390 655 968 1324 6 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 L81 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12"(7)903 2 754 12 872 12 192 303 5008 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347112 646 12 74612 166 261 4248 1051 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306111 56711 65411 142 230 369T 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 r24'-O" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 56 110 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAmr -4I06" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T BRF14-IT 8RF18.1T 8RF22.1T 8RF26.1T BRF30-IT 8RF6.2T 8RF10-2T BRF14-2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 V-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1 1012 1651 2204 2758 3312 3865 570 1 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS ADEQUATE SUBSTITUTION AT ALL LO ATIONS E AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS > 0 4 o O c c c 8F16-1 BB/OT 8F16n1 B/1 T 8RF14-1 B/0T 8F8n-1 B �1 �/ � �/ ° 1 4 I- >" D ° 4 >" D � e 4 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-1/2" CLEAR C.M.U. U)(0 X o° =fn0mN ° a w `6 #5 REBAR AT H �u o 5It C9 0 w a c ° BOTTOM MIN. (1) �¢oa�z REQ'D J J J z_.waw 16GAUGE E L. POWERS STEEL U r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP TGROUT N. (1) REQ'D " CLEAR J Q C.M.U. U Lu ,U)BAR AT BOTTOM TEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATIONF = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP C�Z OD W J W CF :D:1 C G 10'-8" ELEV B LINTEL PLAN PER ELEVATION B OF z < >- 00 > z CCD co N rn coo ) : DF MAY 2 4 2022 14�_ .i"..UAL R[VI(W ASSIST J'irtual Review Assist , '!ar)s Review completed pproved fcY �•�'--;�,�i.,n�� .n/I'h the 202.0 F3C 7th an;,r' Klahr PX2300 N 0 ' � Q � � 001_ 80 _W T¢RFn O AR W Z Q V) -0 � ao V d M t O- O u-g � Q U LLI Q N C ^Nl LU LQZ Lu W H W J WLu M� O �Qa�Q�(' �JOUO� OUa <� 0Q ��O-aOR0mOZ ZW-x ��WaW>-WrLL�ov�}Ja O �j U) iYo�Q a��Z�ozZZOwUo<QpWO L- gW P a � o oQ LL H- LL R O N Z W O� REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 21-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'4' PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1 1127 2013 2013 2000 2000 5'-10" 414" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 614" 514" 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 74" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 64" 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 1114" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No. 3 2 No.5 287 525 525 337 525 14'-0" 12'4" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-B" 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.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 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) 7116 strand + 256 256 188 262 2 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. 24'-0" 27-8" PRESTRESSED T (2) No. 3 (2) 7/16 strand + 164 164 124 179 (2) No. 5 N.R. N.R: NOT RECOMMENDED . fat DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D"' TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ j LQUANTITYOF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS [PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TCP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#SU (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L ())#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 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 414" 3141 PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 34' 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. 3 3940 5211 5402 5641 614" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2) No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 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. 5 642 642 306 599 � r•i � e•i• 916� DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 -SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTFL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAE' UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(O,L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-1IT 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3-C' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1 1000 1 686 903 A � � DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ �I QUANTITY OF #5 BAR AT S-SOLIDLNTEL I rLOWER LINTEL IAVrtY [8x16-P-1 L/1 Uj NOMINAL WIDTHJ LQUANTITY OF #5 BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51 (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'4" 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 71-8" C 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 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 164" 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 + 836 636 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 279' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLID LINTEL rLOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH•••ILQUANTITYOF#SBAR NOMINAL HEIGHT 1 UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (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" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE (21 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 64' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 1014" 90-2" 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 17-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'4" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 17'-4" 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. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/ 16 strand + 877 877 501 966 2 No, 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 740 740 393 772 a AlY1 r•4�. �•�: !: '! ;w�•. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION S.SOLID LINTEL QUANTITY PLAIN LE-i rLLOWER LINTEL CAVITYAT NOMINAL WIDTH j[8x16-P-IL/11.1] LQUANTITY OF 15 BAR AT 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 COMPRESS)VE 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: PM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIELD 2" 2" 00 Lo Cl) 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDUI-E 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 -TOP SCHEDULE( (PLACED IN FIELD �(EE 2" 2' jr(1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc ED OR WELDEDU.)-Lo OTTOM BARS �y SEE SCHEDULE 11 11/" nw. 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CON BETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)05U (I)#5L (2)#5U DETAIL'O' DETAIL 'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'- 00" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 1 4979 3869 5178 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 1 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 1 3021 2320 3118 114' 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 114" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 898 898 481 947 (2) No. 5 TYPE DESIGNATION ..,.« �.•.� �.�.« .1•N y :`.i,� q P-PLAIN LINTEL/ �7 QUANTITY OF #5 BAR AT :�•r•1 5-SOLID LINTEL I r LOWER LINTEL CAVITY [8xl6-P-1 L/1 U] t•' ,•• f.,. NOMINAL WIDTH` LQUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL '0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'OH' 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 I= 9686 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 403.2- 10000 8687 9503 4'-4" 31-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3-4" 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54' 5'-0 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64" 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 - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH LQUANTITY OF #5 BAR AT NOMINAL HEIGHTJ UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'OL'&'DM' DETAIL'DN' 3'-8" 24" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-B" 74" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 1OD00 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" 5-4" 5-9' PRECAST (2) 04.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 1 2036 TYPE DESIGNATION [8x16-P IL/IU] -.j LI-T,,,- I- .-I D UNIT'1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 811x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STFFL TOT' WIRE / BAR I INIEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #*("U(O1L I L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 7 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" 3'4' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-O" PRECAST (2) 04.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4' 0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE j2) No.4 662 816 816 650 654 7'-8" 64" 6-0" PRECASI (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 RJ U DETAIL "DA" DETAIL "DB" DETA!L "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR >RAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)1, SOLID #.5(1)U(0)L SOLID #5(2)U(1)L DETAIL DO' DETAIL DP DETAIL'DO' &'DP' DETAIL'DO' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1 DODO I0000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 1DODO 10000 4'-2' 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 64" 6-a' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" &4- &-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION - �r [8x16-P-IL/1] L TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5 - SOLID LINTEL LOWER LINTEL CAVITY MAY ? 4 2022 [8x16-P-1 L/1 U] ITO.VtIN<L WIDTH L OUANTIf F #5 BARJA� NCTIINAL HEIGHT UPPER LIN CAVITY VIRTUAL REVIEW ASSIST Virtual Review Assist, In Plans Review completedand approv for compliance with the K ah0r PX230' I,-, nahrn Ann SAFE W�RXINGLLATEEL AL LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'7 Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 714" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precas 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'4" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21 -4" Prestressed N.R. 138 22-0" Prestressed N.R. 127 24 -0" Prestressed N.R. 100 N.K. = NOT Kecommenaea I 1 , N O OF Fto `�, M • J 1) y�F2 0 •• �AR00 805 �, Q LU O 0 0 Z Q ^` �✓ W L 0 n E L C A M O Q ' MN ti 4- N M ` m V -0 -0 FO I r°•) O L O O QSQ U Cj V LL 1C2v cO E CM W ` I- a a W W C� LIJ W oIL c WOH- II-- H a J X Y z LLJaCSi UO- Q Q j- V 1- CS -XJWO�WWLL JO ZLELL0ZMOUI.- O w OaOOaa Z3U Cl) O Z �0a>v WFW-MEX<00 J aLL �w0W V5 LLJw� LU U°a OQ o 0 oQZ U. QLL F- r 0 tN Z O� v! 0 H cO (j) M � cQ C v) U M r Q}aoo Z V I- W W JC) 0 M I ! I O M N o N a co N o d� z O O I 1 I co _0 L0> O O O I M1 W N ¢ z 0 Z W O W V ° o o LU L) Lo0177 O Z W= CL LU Q I� (... H 0 �y LL Z= r� W 2N M O 2 Zx0 U a Z LL � �♦ �Z aZ J F- pV ow z S12 W J CD M N O 0 LAST PLOT DATE Z . 0 - STRUCTURAL DETAILS ELEV. B xU Z2&W0 Mounting Brack,-. ! l' .I, _,--i ITT 0 :&) St-e Ali- iti Bolts Ili A 3 2 5 (-1, Ill, ITYP.) Back Cross Suppo" (kUy be cut to Wi Right Bracket (16Gauqe) `� _ k T 14 `,t1f-1_.IAhxj A A/C Unit ScAtuin Ed9t Hurricane Strap (Typiellk 3 in front) Washters Front Cross Support SlAf-Locking Nuts (Mdy be vat to W Left bracket (16 Gauge) 0 14 Sel(4kiling SLit-VIII, -1 IIIIIIJ Sw kt!tk A Back Cross Support Inin A/C Unt Bottom Side ? Twit:* 3 each side for hurricane uso) =_,wuiarenl arc heard ah -Ir ara "pittir- hid Baited Scall Denviting atviallalAr upon resilient 1'. . 11 aPli londa Uepartmert off3usaress & P,otewonal liegulaton StAkingCodes aria StandarclI, Proditcl Appr,:Ivul Application Detail Ca5k EOIRV IN14 volix marvihiglaiii CTIKi By Afli-t- :M,n ra,' VanFluti I- hil'-f Nor-pr- L-lur 1i PE C..Q.V: dbllti III componitiits (877, 441 1: 'Ili FE- MM (334) 3011 IWO SMU.,wrr. Proal Introducoo eBa Ratio Of "t Net Tsai. C..V4=-S.*Ndd, E-6all- Parton 6- . FOWIda R"WAIWArchillutO or a UMMIJIlooft PrateratenalDrigi IF J*m4ty pr9dur" fal,lal ,211 N", I Qu 9M Ole, a"Kill P" a"Itiod FISC &VrOya 40 3tarm 21111111MAHMILIM CnAnd F.*.N- naft &Wilftvia IL -it n trwi., A14UMC411-1011111 lfvml NAM Ruill 011111111111 Basra 0 Du al Fi-ton Flood and VwUAm VWent120102023 y as N;A .11W 100 Iln,.nVv,f Medal 41540-511 N i F-h- Fl.,dand V-ftimV.M 12611000 yes, ypi WAI. i ^-e 'innarIvent modw 01540-520 111111al F10ol Vent I N31(2023 yes Y" W. :11."Vent VUkt:1154&321 011A.111F1-1 lIW 121,31,2023 yes 'rek WA tOIi 17131112021 Y. yes NIA N,A I 5*570 wow "M 1111110d Flo" aril I20 2023 s Y" WA -I(Wl0O smatVaMIAda,01540514 14.54qjd Gang, Va,,r F 1V,,nl 1212023 NIA FILM `610 Pb Ckh -kid Jill 1111sawlest- '11- 20M DfIxel Wall IN, cautgary: floathr 9 isunCefolli Metal Rooll,,Q Corwani almhot Elewuallm F*KV I-. a 110,Ml RQOSWdArO"U .1. L-.11 H-01 P,d ... - 0 laaga-r figionaLemki" Modurt Illellal. Sawbeir or Mil D-1 "heal RO."Dym-1 Florida Department of Business & professional Regulation Eliudd.nq coops and Starciallos Product Approval Appliration Detail Ent" W 1111111 Do Pat- IN, ,* u ;v If Lggtagt Endeavor A I.- valloal 1, a.&ni FaCAM-al A-1111ral slards r, It Locke B-4., I i M,11191x?o Oa2GF2020 1011i,ir'Al 002,303 1511 1334,30D 161*3 star, ;)"Ity A N*Fr- I: ADWafta to U" &1ILQWdh9 Vx produd Dela,:111)[1911 C2nftAZ_1wrA_N- 010 r1HYM Oultaide HYM W114W It"thitrwIt Ot IOONS, DMC 15066 VML I UILIa 12, SI r. I'M NO WA ISO Di Su Florida Department of Bustiess & Professional RnJat on Paw 2.44 Building Codes and Standards srmzz Product Approval Application Detail Entity Or LIA"i Date pands., 211111 ritil version vantufacturel Co"WA flgillaftlic r & Ltillit vaillutild "I validated SaitirrIteI FEIC APPOOVIIII Approved SwI, ri io ;719 Triefirre-Tra CorpolATIO, Ste,,o jaa4.A,,,,,, ." rl,,, F &hmildt P E Ryan" w'r, E Qsm sr2oz 12rliflva) .41: "'XI", 051,012D, Applill EDoom c4tegw�il r (8W) 84,v76�� (813)767it SubCirbigety. Stu-gelig Etta,, Door Assamlitlies na io,d.Rog,sisled Arclwoaor*Lv-sedFiorido Engineer FLA2044"15 st-dueb Number a m2we Ousittv FYoCuct learn ion cantrag Assurance rxW22V4, AcomNairdforUse JuboroviadforUse, n hvNv 2gsli IMI)XI CiIi Re.."Iralt Fress"t and Srnoalh Slav Nominal 6&N30,8 &q.W) rripat,Mquot, Cpaq.8 Mir= rat yes C-posi Edge, F.barglans Salts Date, lInsalfingO.1trailinig X :NorviNgunabor; 2 IN Tr.wvi Tru Fibe,r-lamc apdSft8 Ah 'SLR, Nomin2I68039.8 &quoV nipactilITKII. VAqUa IM I r= Y" C,arn to Edge F.beVtti Staiii, L>Yl Ynth ad.iw") Bn6w rgY0utavarp X0 ox a, oxb nSg.,.t ... I 31 c. rh#,r,A.Tr,, Fk)mt.aJ G&OWLS &quatirripact9quot, 00dqu* 12n1= Y. Compos" Edge Fiberglass Double Door MIN or wift,it Sathtles (InswingrOutstAnX XXm OXXO canfqu,sl 4 d Norr-inid 8quatimpactille4tiot Opaque l2rivT= No Fbelighadur Stagia Door Im"ingjC 5 a Thrarrinal F(ber-Clasdic and SIIP h3t.l Nominal (IIIiII iliquat;' nriuciiliqwl, opaque I213Ir2IM k) Yana Compoairte Edge Fiberglass Single Doc, m h !;4,w tA(F) 0as"nigOOLd"N XO. OX a 0.0 confiliurvil 6 f Thoama-Tir. Rbar-Ciani and Smooth Star Norniml Will Lquot.'"osclillqoot Opaque 12/91/2022 N. yes yes I4 rorr*os" Edge Fiberglaat Do.kip r-k4t tatil, at 'Almut Sidelites I(A & Qxxo olulIVU121110116) 7 g 1 1.9no TIu Fiber CialuNG and S"wr '3o, Norninal 6032,8 "l anpitoMquot, Glarttkl 12131r2= IJ. YgIIi y", I. (:j,rN,Nix*tr Fdg* Fberghwas SrQla Door 8 ti T"Itrine-TfU Fibar-Claselic Anal SnitIoth.Star Nomml 9d.ot*ta-Mqxt Glazed Nle Yes fjj_ Composite Edge F, borglatist SrVlo llxn! will Sidteke(s)OnsaonliiOutswni OXorOXO wr,%u' stone.) 9 Nominal SW,*.8 liquotl rripactilquot, Glazed 12f31121M IL, Y" r l;., Conopaisfte Edge Fiben;Faas Double Door Mh at mthout Sidirlaes (1nv&;rN;FOuOaaang: )Q(a OXXO ,Pw,T.rawnal 1c1 I ThermlI Floe, Clar.W and SM1001111 -Aar nirlmi-I otlfrd.G SquatimpactillIquat Glazed Yes NIA I- E die F,berpLai single Door ftw,Nia Y Inintgurabon) 11 a Tnilrrna.Tw Fiber.Claiiii and Nominal 894139 0 &q'Ink, 1 nvalaquelt. GA2z4d 1121311:0.`d Not Y "Its NIA Comports Edge i- I lw� glats. S-V16 D001 with Sidal le(s) 0 rits. natC,45"nigi X0 OX w OXO cor'Nuarria"ol 12 0 Thelmo.TN FtEer-CeNiale end Smaon, Sftl No"uhal 8&03RC IfIquot1wodittaquot blow 112J311/20;!; i4o Yes fI,, NIA Co., Edge Finer lash Double I-loof win o, admi 5delit" invarigloutmNii XX n OXXO conliQuidreartril 13 an Thomu Tit., Ft-W Classla'atid Smooth StIt Nominal Isli 8 IlIquotimpactiloquat, Glazed M41d*d 12f31 N. Yes ye. I VA Open a Fibil4was S ngle )oIx (I "�=wrmonfigwnihop), 14 IN Thearna Tru F udf-Cllasac and Smooth Star harrinaill 6W398 ilquotimpacMquot Grated litti 12131r= 140 Yes yes. Open Composirlis Edge Floariglass Sanglo -+ with Glazed KbW*d Open Sidelita{s) (I mih,irlgino sw.) xO, OX or OxQ Mhab) 15 a The,- Tru Fibe,clasawc and S-Ah SZ., Nominal MAW8 &quoQiNpNct&q-t Glue itlIlded 12r3112(172 lit, Yes lt,l. Open Composite Edge Fiberglass Double Dorn with or thoul Glazed Molded Ow 6 del0m (I neatinitilOultswinii, XX tor OXXO I:cat1i gviitot'.l 10 Is That- - 7,,, F I b,,, Ci.-,r al,rad S-, I h '1,,, CIp-l- 11=11= R. Yes Y F1, Compot,ke Edge Fib nglace Single Door with itbided Open ydelael s: I! a siatting/Outawng. XO. OX at DAD tvAurrInIO-I'l 17 q Tir,,ji Tri Fiber-CUssult; and Noradi 511030 8 k4uuL1 lipar,194siat Opaque 126 1 QV; Ne, Yes yes NIA Cornpolate Edge Fi bergias, Dout,* CM)f w th or wtt*kA Glazed Modest Open Sodellm I I XX or OXXO cant pw Ar^ Florida Department of 6nnoss & Professional Rogulaoor, Suiluirvg Cctit:%.arld Standards product AppiroNal Application DEW 29& i)llu 090 pandine gas cuNasJ Er,rnaersLketw VAN1,41" Ow Validated Willi WAVAE0111111 OtAM 11.T ndatn" Jan. Roo-ii, A" Dade FICCO, - CER VAL 11119,2029 1 LIT0 11124IN20 Aw"a"i -.9ary. E.Klil. D- 485 01110 0,AuCaeligarr. Slki ItIlk- 0-- Assainabl- 1-aaraiamp'p-alret- .om p,f-mdh.d. C-l"Iel kil(k Or Umno F. etst 3WHIMS11 0ARWAssury" Aisol,trihilar U110 Awrotaid for Use t2-- 2=191: AM3 lifians, cord,3=901at IiLF� Irashi �Inp"l Vvy "_tuna aft" Door Y., March I - PRODUCT APPROVAL SPECIFICATION SHEET (2o22) As required by Florida Statute 553-842 and Florida Administrative Code 98-72. please pro\Ade the Information and approval numbers on the building components listed bel(..,t they will be utilized or the Constiucticn project for which you are applying for a Category/Subcategory Manufacturer Product Description :Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Th e m, a Tr U Fiber -Classic ants Snico1,!r,,-Star tNON-IIOPACT) FL20461 .1 +67.01-67.0 psf 12/311 There aTru Fiber -Classic and Sm ooth-Star (IMPACT) F! 20468 +67.0/-67.0 psf 1 F/31 Therm a Tru and Smooth -Star (IMPACT) FL20470 +80.0/-80,0 �f psf '12/31-1.." B. 1-6-1 N G M1 Windows and boors Series 420 F Ll 5332.1 - F L 15332.5 +40.0,1-40.0 psf 12'3 1! PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf +31.0/-35.0 psf 4/14/24 12/311. 12/31 / - C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) - F L8248.3 Wayne -Dalton Series 8000/810018200 #1123 (16X7) F L8248. 10 i +30.0/-33.5 psf Wayne -Dalton Series 8000,1810018200 #1124 (16X7) F L8248.1 1 + 34.4/-38.3 psf 12/31/_ �D, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707.727.747,and 847 Single & Pairs of Doors F Lal 1537l 1 N/A (see inst sht) 12/31 2. W I NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0,'-60.0 psf 10/8/2 PGT Series 5500 F L239.2 li 7/3 0/ 2 B. HORIZONTAL SLIDER N11 Wind,,-,.%s and Doors Series 188 FL15351.1 +55.0/-515.0 psf 2/16/21124 C. FIXED M1 Windows and Doors Senes 185 F L'I 5349.1 + 60 01-60. 0 psf 4/3/21_"= PGT Series 5520 FL243.5 N/A 4l D. 'MULLION MI Windows and Doors Series 5764 F Ll 5353.2 N/A -12131/1 _- --'i 2 4 PGT Series 5500 F L26 1. 1 NIA 5.126120216 E. OTHER Cemplank Lap Siding and HardiePlank Lap Siding 12131/4 2 PANEL WALL James Hardie Building Prod. F Li 3192.1 - FL1 3192.2 -3. A SIDING NIA B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272-1 - FL15272 2 +75.01-75.0 psf 12/31/20123 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 + 54..211-54.2 psf 7 !1 3 0/ 20 :2 -1 C. OTHER 12/16/- 4. ROOFING PRODUCTS 3 Tab Dimensional FL-10-1241 A- ASPHALT SHINGLES GAF N/A 6 UNDERLAYMENTS Tamko (for Shingle Root) 151b Felt Underlayment FL12328 WA 6/29/2 Plyglass USA, Inc. Jor.7e Roof) POLYS71CKTU MAX FL5259 N'tA 12/23/l..- C ROOFING FASTENERS NOT USED D ROOF VENTILATORS -M o m p s o n A rc h 1`0 et al C onli p, Off Ridge V e ria-,-- FL16918.1 - FL16918.4 N/A 9/9/21126 Florida Metal Products. Inc (Vent RV10 FL21580.3 WA 12/31122012 Lomanco, Inc DA-4 Exahust Veal FL17202.1 +97.5/-97.5 psf 12/1 0/2202_5 ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N,,A 12/31/1202051 16oral Title Saxony 900 FL7849.16 - FIL7849.20 N/A 12/311_ -J 2 05 F 10 ETA L ROOF Drexel (Metals. Inc. DMC 10ONS, L-.;;',.1C 150SS. DMC 175S, D;il- 200S1 DMC 5V FL 17679.1 +10,1_180 12/31/27025 5. SHUTTERS A. STORM PANELS Global Protection Products ;Galvanized Steel Storm Panels FL150761 - FL15076,2 N, A 1213 11 '2042 2 All American Shutters & Glass !Gal\mnizea Steel Storm Panels FL117869.1 NIA 12/31 L." 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCH-ORS Simpson Strong -Tie see chart B. TRUSS PLATES ITVV Building Components Alpine Truss Plates FL1999-1 - FL`1999.4 N/A 12/31/2,02. MITek Industries, Inc. Truss Plates FL21971 - FL2197.5 NIA 12 / 3 11 _20 2-':'. 3/31/2 - `31 5/21/2-11 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL. LSL FL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 FL1774 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels WA 5/2512 24-11 The products listed below did not dem onstrate product approval at plan review. I understand that at the tin,,, e of inspection of these prodUCtS the following information n-.L:s available To the inspector on the Jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE ent of Busnesi& professorial Regulation -wilding l and Stondairds Pioduct Approval Application Detail PWI013 125.M 7" Entity fdllSl l2ai¢ list, pctl "'atiliji; IIIJ1104" Ullalfto FOC Aimrourtil Amyfell A&W I :spmarw r.aTporatim !ixollo JaiDow" Lrdc,n F Echrndtl P. E Ryan J King PE if" V2020 0712J2020 071',JN?920 IQ`?1'lI.11F:IJ Aia""tad Erx,,,oa Doos OW, 843-71328 PE 4,140f (813) 7874555 -J*Caoqofy. Ewrililri EtrilFraor Oiw A�nelfn; ipsiberso,@thernatru Oro"Offlplianes! 11111406d: Flaluafiori Reporl from a "" FbfaM :T Ro.1WT P.1111"I., NOEha- later Irnd,, r.mro.a QUANIVA41111a11JI111712 C-ra" Fittilrattlart AriondItedli ANDO(Oled 1W.. HVI-7 for Use 0. had.. 14VI 17 Irl Resistant U"lar T I.>ai;at titrU t3rrroN etc, 1131G'A7.2 Y I— cr " Singto JPCr ('1-glOurfalitt X wrAgwirli Pln-a! U#39,8 &(l'A%t1mP8Ct&q,!n! C-Nue 121310022 yes y vp-. Compmlla Eage F tniagaiss; lanple, x- -,jth Orwatrwr; masIng. )irr ')XO confl9watIQns) 1,4,40 IM1122022 Yes Y" Yes wil. I-'Iaqm 1W4r,7X>1T%#i X confliputrocal Ary-,1 1 RA**4:) 1k)1.*InNp&cr&q.1A Opaque 1231 =22 Yas Y- Y.. 14 rt 09, lot Eilgia f batioarus Slingkit'l-, ..M OX C( OXO conflitu'alront NZ,eala"Mc scraotImosc3qu," 74,aquie 12f3lf= Y- Yes yea 41.1 C.Mpoadi. Log" cvplass Oucc; . win Or wtho,4 34"i1ir, .-irwouts-.; Oxxo --aael 12131/2D22 Y_ V" yes, W% orNJ,,j,,,,t al 1;at 'Itnatind, A , )XO bu '71 11 a&4V9 &_-VImPxV4q, zod Y,, co.powle Edge F ItIorostas Dot, Ole Our' .0 o' 51"ilft (1w�ArJfOuRsNl X11, I OXXO r,rnflu,,,Oonai) T,l,p7L- CLIardc and' Smi Star -zed QJ31=2 Yet. Y_ y0i, 1,VA C-Orrf�.ta ou'glain SlInEli. inatig,'Ouristinons, X verify .,xil k& wet Smoct%_ Stv Nominal 8&93RO S4,.at;Irnpaet&tO,,ot6i)nd 112131r1U2 Yes N Yea. NIA CoarriCS1110 EI%0 I- I "Ath 364hl"(s) (Intawl y.A)'Jteevlq 9 1xO '.c,nfl9 ta '404 4 1251=22 Yes Yes Yes WA Ax or CIDD(C. ;,,,in aria 3n,!h Ili"a"m M pactewol. 0:,." 1.1JJI 7,2) Y_ r11A JAVirpas Slui Doo, th (inst"IN1,111101.11111,011i X0, Ox or ox0co'll2umbors) Nofteal 811,111 1213112022 N.. Y NIA Commosillill, Eilige P lbefoala Double Dw AM aquotflon Splvlinr. ('nqfoutslai 1 MI reC,12 Yea Yee Y_ IVA d. Ir r,%, . j.-Oaft ,An, tit, __J11.xI5NWng \0 OX a. a-S;39 ".I "41 4c"P.,.1&q"0t''?:'aqua I ZI1 I Ix 1: Y I;(A ":,.I, : vl,r kc%sw : tw(glass " Ole Cvv .4th i, f1harrrs.1w w mtw r4ssc and Smooth $tw N.-.1 8&*3Q8 &,4� LN., Opaque I'.rA QU-12 Y_ Y_ No WA CImpoaft Edge F b-irgliass &rNlpIl i>w 1 TV -]w"-T:w I'Aw-Classr and Smoot-Str Nominal 8101 &mxNcI,mI,,A&qui Opaque 12J3I G= y0% yes No WA Jth K'], ')XO configurations) Ftw.r.-Astai and SmooaSfau Nominal 6&M;8 &;Lfot;NorN-Impect&qux; Opaque 12131t2= Yes yes NO WA ',mposft Edge ribeill"as Double Ow •.*h or 6 110108% lai MrIWVteaaVr X)(., OxxQ l,;M11Jiw&) t, 840 *( 1.qLdtNor-Im;, Osui I Z`31 1,1C22 y as No IIIJA Ldg,, I �_rglass SIIr ng' . .: moq,41, " Noarr., Us Ill' ,i.alNon Int. IS. Opaque 12M Q= Y94 Yes No i OR*" ur3lrwn yes, Yes No N11 nig", t-flialue Oouh%, AIIIII), xlr, OXIII n, ii P"X 5 Uwol;Nor, lmipaacdqa• . Gisiz or, 12(.V2022 yes Yes No W.' wrCtrote L don F. 0"14" Single Door KoOrrigumbor) Gtered 121311= Yes Yes No N14 ,Ah S.,Wko -,w .-I "N. XC Iiii 1-4, Gaged 1211111f2022 ye4 yes r,r IJ" 1, gift. I 411 a, OXXC. Ies e. lrv--_t.1,;,iaa j conVuri -tar Nom,"AS.&O3111, F_Otmon Irn;xwe'&q,',;;. Glared 1213112W Yes Y" P40 N;A Glai Yes Uoo- illh 01 KI-ro"t". OxxQ 7 11011, W 0 :Ican%.4 "okA P"All E, or W_=W_aL1t291t9L SFQ!PS 42D At UMIfPJM SCr �Mlz,54,-OALUMINLIMSGD NEINFOPKED 1E,,'f]9420AJUMINUIA $GO REINFORCED I _MINIM SGO REMPOt 61,irxip Drpoitmert of Kw,a & Protesturinal Regulation Pass I d Building Coda id SitaKlards 1 &2D2 Product Appi--flA,441calion Detail epRtr ,I IS ti, ., valt�ltl.,W 9, Did, sere sul"i rj liftit la"'111 I, Ill Adet-Iia M* Ait-,ged un RIXk•10 LlifflaiS SttwA III Uri PE i0k012020 iWarlezu 1011 Y1030 17T!r2Q?O &An Apo .. d Quality Aseutrai P114W! PIA91111NOn art-ft. Anrvytdtar Ust Awitylid fil 031tadde low NVIt2 Inn dl 94 ", Deolm Minn fit RIEE, 420 ALU M"tJ M SOD Ci 12rArV24 No yes IIIII, WA NON-REWIFOPIC17.0 SE RIES 420 ALU 1011141) M SOD OX XO. XX 1121311=241 No Y. NO MA 96&ciud mll"mmvoorl!rN SERIES 420ALUMIhAJhI9GDRr1Nr0RCFnD= 120111=4 If , Y- hit WA SERIES 420 ALU MIHU M SOD REINFORCED OX izoll=4 No Yei, W WAX0 U SERIES 410 ALU MIIIV M OOD REM 01,01,0 XXX 12011=4 No yr. Ne WA Fl,ircia Department of Stnlne,.-,s & Pr0eislonal RequAtIor FluildHgCuc.*t,, and Standaids Frr,xluet Appro%a I ANAICAtIM DGUII raspa I a � Iln= I Data l Bye c"Awt Ilitainite, L,"s 16"1 Vaiklobd F&CAmmyFil An-Ined idiKlt A.. a d.iiano, Qliahud I- Diasylax-,". Jeffiren, P ��r P 6 10/12IX20 0426,2020 10flWO20 12A&2020 Aw -J ra,porow (311-; M-1 PE Al1.7 0*4) 5200 f.suagary. E.,l 0- lk-1AC. kv,W Ilium Riplil"I ot"lt(ti MOW his. .4&. 0.1,06, miat tal CA-, a I V, I IX -?11 IKI ionilkablein too Of lithiffraidlelt $Wn I Q 1:14l.N i. 1 1 4W2 4104 Ao' trrm. M., :,I ong 12MI2023 NO Yes YestXIM-33 SO I i:m all 124 1-5411139 MURAIdTh. 10M, MART n,r, I ..nlj 12131/2C23 N. e,, yefi -34 4136 i M top of inttrlw"e li =Jxilin Dc-rortment of Buse),-: & Professional Regulation Piluiltirl rStaidards 11-IJUCtApprol,al ^ I4XICallon Detail hyta %it QAt.Onwl�Q 91 11 'Ll L1I41-6 _ NITIffidalli ON Validated ilubil 14C Age,.r., Anianzaad Sial., Ui t I,- Troy 13rar, P E 1211al.%:1i Lra 7 1 12CIM70 Asa -A iu"5 94, owo a-L. MU, A 1) y 2 'ASn,w "I "A I::bred. W.I. L ltrred Itight, q� as IFITUAL pt[V,, W A S S I T VIRTUAL Revievv Assist, 4-nG Review completed and appr Plans with the 2020 FBC Flol rklm4urnem of Bu!ir.(S!I4@,r.WkrjW-Wrce BIrilding Codes and tVon Ly Debra Anne Klahr PX2300 fl,, Idiot I A plvr,val Application Detail MAKWod Fac Auedurm fainatuelad 51,1u, _xm R"llaw 2 AV r(an A,01.lellwrai Steven fill kma PE I IMIM20 !I.`17rZU2Q 1 t/77tQz2(, approved (7171 X`8434 comol;xrear MetCertiaennr Pan, I ("ka AN-- A;xI, I, U. it Niotti Y. Its )Suel 0, rired 219M Ir prhl 52112 vini &iGSG Singo Hung NO (D (D 2, C) CIO U) -M cn 0 0 0 C CU C > U) .- E Cn "E 0 < U) L. (3) a (D U) CZ 0- > CL 0 0_ 0 O 00 -0 O 45- LL1 27 a - SHEET NO. PA 1.a -;S•Ate.. , .., ,.-.._ ,.... _ ... .. _e ..�. pa.:.^w,r�c'.,.., :,in_:.. :.G'.bu1N),Nr�rr�'I�r[. N Q� Florida Departrnenl of f3umisno 's & Piufesslonal Regulation ptgea Dry Fbride De rtmr'll of 1JliiinOSS R Prof4lswrial R ulatidn Pa e9 v a• ad• r FloritlR flea rtment of Husbloss & Prd DssionAl lee Jlatlon 17e (J1 -lolxta Dnixlltmg4d of Huse ,• _ , & Prorosslonu'-agulabon (U -4- Building Codes and Standards +�22 Bullatrlg Codes and Standards tysrt BL11dng Codes and Utandards v.e, , .v 131Jking ('r�fn , : Id btandarcly us-v!, "� U O Product Approval Application Detail Pr«foci Approval Atlplicatkrn Detail Puxturl Aptnnval Application Detail F'rnfucl Apin'>c•I AppMcallonDNail � n�D � L I. � 't'��- i PC Jl r tjr.3� t'.'�tq I�fal::is�i'It* •�O'� T Y.O�C Ilnrlulaat rat Vn s[url Engineer f,�yp(Mq( ' Ir nyery'ehunfed 9v � �yj�g(f kbnl, t«u Q! 1�A1rD11Yra' - �gjyg SdL'SY..BdL �iE' �E'i4 jf�I Pea�rn {jVtg :,,,Iq , r � far PtMh 0111r _ r get Pt'aEDg 1La �::". 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Non lnyalr4Syuat 011aqi« :'',1-.•_: l No -� O and Cera O Edge Fnergis- I gargle Lae r wth .. ,. .� � L- 9dslie{a} (Ynawnrp(luhlwrtg, XO, O%a OXO (n mnlgurahnna) • - V / O ��t.�r /'''� ., cTMmla-TN Fger Lao Kic and SmaOM-Iviar tiamlMlfYaN:a1; �9 :ayux,Non.ImpeC18„quot opaque 22 12/31/2C Na .na I�io '�L'4t A{� y„j,� F Ibergbsc CornpmJre Edge Double Casor vAdl a t�� �!•S-T� C- //�j `y1V vxYMoln SYdelAes (Iaav,SnglOutawing XXcr OXXO f . 1./ atNlfrglRanons) 4 d rl�emra-Tru FibahClnsicwdSntod4tr'-'4ar Nomina178,030,06ciect,Non hrWci$uuat, Opaque li'_ttl'n712 IJo . .. i Cornposde Edge Flosrq{ace Se,gre Doa1 (Int•NngADutawlnp, X caMrgurebort) 5 P Ihmma-Tn, FIbw-Chair and Smocie-Star NomIIM1711030.0 P-0aA Non, 1"Mullquil, Opaque I 'llf:(12! Nn ,.. , composite Edge Fibcrgtoss Silvio Cwa A1lh SdoMis(a) (I roseviglOutswirtg XO OX or OXO cmfgtaa9om) d I -nerr»-Tau Floor ud.sac arw S"dotn-stair FJbmrul 8813U,0 agrmt,Non Impaaaqua opaque 1201r2022 r. Yr•: „o Florida Department of Business & Professional Regulation vas.l rr • Florida L+epartmort of Business 8 Profos;lonal Regulation Floida Dora'tmend 01 B rslness S Professional Regulation Carllprarte Fdge Rberglaaw Single Door H4,:'.drng Caries and Standal:Js I&.ti H.Rkana (:<xfRs and Sfarxlalds 'iUrirnng Co:le:' and Stnnnslds OruwnyDlpwrp X tca',l,guletronl 7 g. Themr-Tau Fiber-Glasex and UrnsurN Star Nominal BiY3g.Q aauoLtJon-IrtIpRLt" Olaaaua 12131 Q= No net r'o Cornpwlta Edge Flberplasa Single Dakar vaUl Product Approval Application DetdR PP► PP Product A 17pfOVa1 Application Detail PI []dLtCt Approval Application DlUII StlNne(N (InswnglOulswnq, XO OX a ry(O Wnh)ufatrann] A A. Thermal Tom Flbw-C'lesea: end env-xh �Ur tbmraal YdrKlu r-r a„(uM.NDn.Impeadliq of Opaque 12/s1/20122 rh ro., rk. r, r. t taza]ai at FLa/51wu5 c 1.h1r1! Gemposas Etlgs FrherOlsu C>oubla owxrn or r �_.w �-ur51_ ;iEs l�tf oat, >'anaaa Ili,_. fi49a Yi7it.a � u=' oat. P.raem yr � Jail! ;)ay ❑:. +Yn _x r, wmloih tldelaK (Insw,rvdrOutsmng; XXa OX.--O mnllpunhoM) y� � ranuiaew frygbayt E„rsnrwa L,:r re.yarl.teu cY �j� fBC Aw,[vrel 4_, ,J jyg! �gp (�pyfayjM� er..rt En,!nan . L`.n.ry3dxad ur ',/.,1iVm rd ryfQlpg{pt( M��(yg( dgY � .__.__.. _. r' '� wlcl :` #xr t�ll«4r •1a1� Yaabren By WrAY� 3i� FBC AperovN .MWPVrd 5- v&*w BNl,i 9 Th4rRUr IrUFItJe'C:lassic and SRroolh-SWI Nominal $aquoLNORIrrlpaQaglfo[l'31aaw! 1213112Cp2 No ",: ,. P1ltmatNe 2DN PGTlndurrlK ,.lenslan,a;a'rk r,.. �, r'+ne R(:':U CE,r Mhnspade aCCO-YFtI 11rVawd fllelijiL •' ':,::., Anr+'r,1W f7•++ew, 2020 }J+wnJ:.•a oral LhN. tv-Ceiveen.lper LuitRlwma,PE .I•l ..r.,Y ;+l 1LWN"+t i2D t(L.larlp2Ci 1tVA-do] 1211 !. ..n:Ra,n...r Mara.Jule nC:: .,,i _ .: ., 11105120 to C•anaasfts Edge Fibetglass Slnab Door Calegay-WndenrY testa 4ixhnrut' (786)3fa-I5aU r.;nr.glvy. wr. d,..t .., (N 7)3ei-3YX7 PE.6:314 ,. �n4S4 .. � + . r. .. 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ST6..Wd aM"'9.ST12 STt9.ST22,A.4S"Cxt lt•'I-1(' R"' a <ay71<j419d(I�Taj t ..� tl CrwA I In�2e ..wJraf^,eU"sC ,4 .. „ q, P : 1+t1T•t. FtrlT•3. H6T•1I, , Or Ar; rrwe, rworrier trl 1RS1CA(i LR3TG7,1 -�: arvrg+k+,%N (ldglail' air. w C_ Ilrsr.na.. ^a,*PY.fke 't . , . A1T'Rt? hfIS111.RATs18 "T�.' 1 t.ITSI,"9CM..„ f.M•.r+."n',w1r.lraus 5"71J %r:,61"?t.t�'TSK.XC717AII:4.:� ^�"w '•.^ ''.tr "IK5T9RS2'iIM• 1?,� 4 W-I p",'1t11Ft-". m.r::6"."'d.-•onp?'dr(.rXN-r:af^ss 5.,�1"41 r IJflaHsa X14r'Cfllcwu or..OnPop , 7 Ssfi Sd 51RI1 41, SeNt.W, 5.65 3 .. 1 •^ � l.`.I,r47'1..- ..Y.,:^.':3.r$Iw;F�1S,L"awlwl31.4.L'•"H:1F.".`%'As41 .. LS, "31$1. A S'r"lb ti3 'tapt-lar"�Ia.+O,FtH ost'^s rL:s'i;r'r3w`lo..F;.q, ";�:�r 'H.� �11��:K is ;.r .. ., •,m r.. .. ?Bl's.'.I4..fK )KI,°.1�r1076.SK T:rl,iur•y<.Clwre 19 tyltAi1:711 yatFA2.1<tttU a43A2I:a1 U,I3A?I o'tl,,tia`uIL1AI.,Lta'N, WjtAA,,INIIQ, trpF:s^+Aa1 76sIHar4ets :"esM ,: �:6Siila:ri�:>iIISIII�iIrS WbA4 'bel I tMA4 1III rT lip A,lhrfliarc Aenr, ,c, ": ,, 1M-A yitl�'ne!,e AG Lan4X^a'1Ir°,,17 10LWIT For a,:L,n"111I10%„'001?S4WI00',Wi.1 C'A IX NTH COG4dJM01t4at:tammlasod wfr,0I4 I 1S Sw1rCMSS w`4"CJan 111}'.g "DtIQ:Ss1Hr4t4S:S 4GrFC# Ilckcw•x - P'N+oA "1PA-, C t• '":rC:'I 01 m„ PCIpAb M p',110"`IIAM DINV69V,* Fs2PAWw: Pal+nr"Dar lK."tlFwdtitmkn"t, thma'Iu 1,4"t :.^:i'mor'r 1 't 'S"1't 6lld„ 9JML1L19. 'S'HL�kw'4, 7Jr'1.1.'' 1 Hollvatn,s V1,2 ',h: i"*.• F P:",N°. ':a W;,. P,".4 rrPA.' Ci. C'PA n'"TTIIFA3- I'7iRa+lstl t7 15".aC1 S'1�4' .k„ 11s,,yr-•. 4 atT. 3C3 An•Sear-r A,tt. I SHEET NO. March 15, 2022 PA1.2 C/) MIAMI-DADE, NUA341-DADE COMM.- PRODUC T C-ONTROL SEE NON P(--,T Indusni". Inc. (D I 7D PGTIndwme-,. Inc. (D CL 11 ?"0" SW 30 S11"t, Roor. 201 OF LATORY-AUND ECON0111C '4- N�OTI( E Or ACCEPT.V�('E: EVEDEN( 1,-,T-B Nr TTTLD 0 a- DEPARTNEENT REGU RESOURC FS iREJO lu. Florida 33175-2474 7o BO.%" AND C ODE ADULNIST&MONDINISION `(_)TICE OF ACCEPT.-1LN'C1:EN'ID1EN(_' F NOTIC1 OF ACC'EPTANCE (NOA) I Eiidence iubinirred under pre0ous NOA 0�( F A. DRAXVE�;GJS L Dade Depam.� of Renibtom and Econouuc Resounces (R.EK) B. TE STS (condaued) (D C) P(-,T lndustrie,. hic. 1070 Irclutolop- D&t, I NLmufacturef s the drawings and sections. Test report on 1,; Air Infiltration Te-it. per FBC, TAS 202-94 0 I (1) Nordi Venice. FL 34275 1. (Subinifted under.\'O.A.Vo. 11-010 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E� N1_kJLR1.kLCERTIHt -�TIONS 0 0 C_ SCOPE: Draining No_ _AM-5.510.0. titled "N"tayl Sliding Glass Door NOA sheets 1 W 3) aiet Resistance Test. per FBC. TAS 202-94. 1 Acceptancie!io 1;-; _'8.14 issued to Vision Extrusion Lunuted for then 03 -0 LL_ 0 M,6N0Aisbeinvt-,, 'ied under the applicablerules and tegrulatious so%-ernms! the useof comtruction materials. The 1 through 2 1 o f 211. prepared by manufacnirei, dated 10,054 5. witb re-nsioil A dated 4) Large Missile Impa :act Test per FBC. TAS 20 1-94 1 Ri,_,id Pt-C Lxrei im L,, rru�ions for Windows and boors"'. dated 0&13 i > •7:) E 0 documentation substuned leas beenre-,imved and accepted bylMiami-Dade County RER -Product Control Section rz- 04i0f 17. ,: u, ed and sealed by A. Lyme Miller- P.E. 5) Cyclic Wind Presstire Loidin2per FBC. TAS 203-94 Ion 19. L_ (D (D k be used in Nfiatni Dade C ounty and othet aitas, where allowed bv the Authonr, HavingJunidiction (AIM, 6) Forced Eniq Test. pef FBC . TAS 202-94 1, 7 f A (c ep; axe �46. 16,6 () 20.08 issued to Vision F_xtrusiou Linuted for their X L U-) - 0- U) 0 (z This NOA sha 11 not be valid after the expu ation date stated below The 1\1-auu-Dade Counn- Product Control Sec am B. TESTS along .i ithniidwd-up drawuig.s and inst2liation diagram of vinvl sliding glass door prej ii and lightet Shades {"von-ou-11'hite) Rigid PVC.Exteiior EltmSions foi- Cz < (In Miann Dade C ouar,-) and/ortheA1V , in areas other than.%Linu Dade( ounty) reserve the right to have this . 1. Test report on 1) Uniform Static Air Pres�,w e Test. per FBC. TA,"i, -102-94 Fenestration Testing Lab, Inc.. Test Report -No. FTL 8549. dated 11 --06:1 �. signed ar - I - by F NN iitflwi s and Door-; dated '1816. expiring on i 2 19,21 product or msserW test ed fcl quality asswance pu3poses. If thi.-, product or material fairs to perform in the accepted 1) Large Nlissile Impact Test 1:t t F B TAS 201-94 scaled b, Idalmis, Ortega. P E. (Test report revi:,� on 11044 5 ed toVision E\ md 0211146) �,oi;<. f:kcceptaace No. 14 -z 29.1-5 issued artmon Limited for thetr manner. the a=ft etwill Lncurthee"i-,eof suchtesting audthe AHImay mirriediatelyrep oke- uiodif�. ol Cychc Wind Prei-swe Loading per FBC. TAS 203-94 6. Test report on 1).Ak Infiltration Test. pa FBC". TAS 202-94 Brp-,twll ( oated (Painted oi L.unhiared) X%lite Rigid PA*( Exterior F-Thinions for suspend the use of such product or material t% Maw their jurisdiction. RER re'ltn-,-es the right to tevoke this acceptance, if it is, determined by\,,Lauit-Dade Counr.-Product Control Secuouthat this pmduct ormateral falls toF along withmarked-up drawings and witaRation diagram of vinyl sliding glass door. prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 Wmdaws and Dow r�- dated- - 13. 1:'�. exrnm_g an 09,130il9. Lueet the requa ements of the applicable bitilding code. by Fenestration Testing Lib. Inc.- Test Report No. FTL 8-17. dated 12,V71 5. signed and 3)'%ratef Resistance Test. per FB('. TAS 202-94. 4 X_Iotic-�- of Acceptance No. 16-0712.02 tssued to Solutions USA, Thin: piodW v�approved as described herein and has been d.-Armed to conipl,� with the Flon& Building Code. sealed by I dallurs Ortega- P E (Test report revised on 0 15.16 and 0224! 16) -C E. 4) Large Missile lawact Test per FBC. TAS 201-94 lil,� ft.: ilheir N3040and Lighter Shades (Mort NAltite) Rigid P1 iterior including the Ehjh Velocity Hiuricane Zone. 2 Test report on 1) Air Infiltration Test- per FBC TAS 202-94 C L xn iv ious foi- Windows and Doors- dated 09.15 expiring on 01*04, 1 J vchr Wind Pre�stkre 'L'_oadingper FB(. TI-X`3 203-94 DESCRIPTION: Series -.9A." 0.177O-Vtwl Sliding Glis Dow (Reiuforced)w/wo901& UAPcorners.-L_111. 2) Uniforin Static Air Pressure Test, per FBC. TAS 202-94 along with aurked-up drawlugs and installation diagram of vinyl sliding gLiss door. per). N orate of Accep*�u=cr No. 16-0712.04 issued to ENERGI Ftniestration Solutions 1 SSA4. APPROVAL DOCUMIENT. Drawint? No NID-5570.0 Rei- B. titled ShdingGlays Dori NOA (Ul)-. dwft 3 - 3) Watff Resistance Test. per FBC. TAS 202 -94 b ' v fenestration Te;,ring Lab- Inc.. Test Report No. FTL 8552. dated 12 -04 15. signed ar. Inc- for their -,Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 1 I throu all 21 of 21. prepared by mamfacr.i ret. dated 10 105, 15 and last revved on 0 2,'0 1 f21 1. signed and sealed by 4) Large NlLssile Impact Test per FBC. TAS 201-94 sealed by I d ahuLs (:mega. ega. P. E. (rest report revised on 0 2 1 c 2, 1) 16) E x1v usious fogy- N1 in (I o ws and Doors. dated 0945 ,� 16- expiring on 041: 1 &20, A Lynn Miller. P.E.. bearing the.% 1,3nu-Dade County Product Control Re,�iwzu stamp with the Notice of 5) Cyclic Nk uad Pressure Loading M FBC_ TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS202-94 '`notice of ACCePTXIOe No. 1"712.03 i&iued to ENERGI Fenestration Solutions USA Acceirancenumbes and expirstsondate be -Dade (,:-unry Product Control Section. 6) Forced Eatry Test, per FBC. TAS 202-94 Large Missile ln4)act Test pet FBC. TAS 201-94 Inc. for their, White Rigid Pt-(.- Exterior Ein-usions for Windows and Doors" dated Almn_E INEP.Aci RATFI�G� Large and Stmflllftsdk Impicr Re*tAnt a along with mirked-up draivings and installation d Ligram of vinyl shdiag glass door. prepared '06`15. 3) Cyclic Wind Pressure Loading per FBC'- TAS 203-94 08,40.- 17. expiruig on 01*28 1 Limitation-,: byFenestratior, Testing Lab. Inc.. Test Report No, FIL 8546. dated 11 51aned and C along with nixted-up drawings and insTallation diagmi of -,-Mvl shd1112 glass door, prel i! - Test reportsNoi�; I-0--06-_N10527. 535753-09. pet-ASTIME-84. I I See table i (sheet 71 and table *(-Aeet§) forappl; �cable SGD unit size-,. design pie,.s-tize-, teinforcemeatsi�pes.) ,ealed by Idalnus Ortega. P E (Test report revised on 01,104,16 and 02 11,2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (;sari le A-1 thru A---1 ASTN01929and ASTMD-6;_ LSSUed by EXOVA to Vision Extrusion for cellulosic - sdautypes. ;W iiser(sft tables B-1 & B-2,sheets "-S) azKA anchorlayout sheets reqtureniew, in 11 thru 16 Test report on 1) Air Infiltration A Test. per FBC S 202-94 1149,10- - �Iened and sealed !)y Jorge A. Causo. P E. 4tibinjited under NOA No. H- con to material. 2 Rigid VAute PE-C'- Tan(Non-wbite) Rigid PVC and Btcwu coated (Pauned or laminated) white Rigid PVC to be 2) Uniforin Static Air Pressure Te._�t. per FBC. TAS 202-94 0101.0.N 4) (Subinined nuder.N'0_4o. ii 407.04) z lat)(0,!d Per tefa-enL-ed.NOA'sreqtuj"pulelns- 3 3)%rater Rt4slance Test. per FBC. TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 Notice of A ccept ance Na. 14 ' -,,116. 11 ismied tot iwaf ay America.. Inc. for their :0 Ede operable do ors must comply w. th win clear widtlici heightper FBC retTailvment as apphckle� 4) L, Large Missile Impact Test per FB(--. TAS 201-94 2) Uniffban Static Air Pressure Test. per FBC. TAS 2021-94 K fear- and 11-hire) Interlayer-. eWiriag on 07,04/18. 4. PocLez walls. underiieparate &Wcr%-aL to be reiiewedby Building official 5,) C.,rLc Wind Preistur Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC TAS 202-94. NOTICe'of Accei-.inct No.16-1 11 -.01 issued to Kurm. y America, Inc their LABELLNG . Each unit shat bear apemimex, - label nith the tuanufacmrer's naine at lopo. city. staie and seties.,nJ 6) Forced Entry Test. pea-FBC. TAS202-94 -for 4) Large Nlissile InipactTest per FBC TAS 201-94 Troslfol* I'luacle:a. Clear and C olor PA-B InterlaYers'. expiraig on OT08,19. follc7Aringstate"ut"Miami-DadeC'mmtyProdm-tCciur,rolAppgc,%-ed" noted he.,lr. a1mg with marked -up drawings and uistalLarion diagram of,,-myl sliding glass door. prepared 5) Cvchc W uld Pressure Loading per FBC*. TAS 203-94 LU RENEAVALof this NOA shallbe con,�ideredafket a tenemal applicariau 1:.x- beenfdedond therehasbeeliuc, by Fenestration Testing, Lab, Inc , Test ReportIN, o FTL 85477. dated 12 04/15�. ed ind sign (5) Forced Entry Te sT- . Vx.T FBCTAS 202-94 1TEX11 N :hanr in the applicable budding code negatively affecting the performance of thispfoduct sealed by Idahiu's Ortega. P E. (Test report revised on 02/115.16) TIAS along with inarked-up drawings and installation diagram of iwd sliding glass door. prep�,f e:i -,1.4tenknt letter of c,�!aotmance with FBC -5dEdition (2014) and FBC-6tilldition TER%I[INATTO'Nof &tsN,*OAwiU occur after the theie haibeen a reviGion orchangein the _ 4 Test report on 1) Air Infiltrat ion Test. per FB C_. 202,94 by Fetiesiration Testing Lab. Inc Test Report No- FTL 633' , (siatuples A-1 thru A-5), dvf--o 4 201-7). )ssued by n.i maifacturer. dated 09; 1417. signed & sealed by LvnnNfdk!f. P E imaterials. use. andrornianuf3cweof the predictor process '.%L,,useoftbisNOAasanendoi!,,enieiitof;tnyprodaM 2) Uniform Static Air Presswe Test, per FBC. TAS -101-04 - 1106.40. signed and sealed by JorgeA. Cauca. P. E. tSubinhled uitder.YOA.�Yo. II_ I - I for sales. ads ertisulg or any otllergurpasei shall automaticall, teruninatte dux NOA. Faihtrr to ; ntph truth au� 3) Water Resistance Test. per FBC. TAS 202-94 Lynn P1. Plecti,1011 Of this NOA shall be caiv,- for terninaticu 3ud removal of NOA 4) Lxge Missile Impact Test per FBC. TAS 201-94 3- ALkk: i vi 1,-i;, cofaplLimc.-, P.v o' the above test reports. ADVERUSUNti IENT: The NOA n, aiber preceded ti-. -.Le words Miallui-Dade Counr.-_ Florida and followed by the 5) C yclic Wind Pre lure Loading M FBC. TAS 203 -P4 C. CALC17LATIONS -1 dated 05;0517. signed by Ishaq Clund. a. RE' expiration date may be displayedin advet-fising hieranue If anypottiouof the NOAi,, displayed. then it ;hall be 6) Framed Entry Test, per FBC. TAS 202-94 I I Anchor verification calculations and structural analysis. cowpl�Ning with FBC-2014, d,�ne in its entiretv. along with marked -up draxings and installation diagrams of tmyl sliding glass dooi_ 1)trpued piepired byPGT. dated 1 -1.0945and la' re,�-,ised on0_1 16r signed and sealedb-v Ffl. A LNSPECTION. A copy of this eraixeNZOA slmlll beprovidedto!lieusubythe ininufactiurr or it, dtstabutarsaud by Fenestration Testing Lab. Inc 7 Test Report No FTL 8548. dated 12.0415, signed and Anthonv L 'NItIler, P.E. (Submided under.V0.4NO. 15-1210.01). <otice of Acceptance ',.o. 15-1210.01- iss,,ied to PGT Industries. for their Series shall be available for uvpectionat theylb stile at the iecraWof the Bulding Official 5ealed by Idalnus Ortega. P. E. jest report mrised ai 01,04,46 mid 02 11 1 r; j 11 Glazing complies ixth ASTNfE 1300-09. 4 �� 1 0`2 770" N'inyl ShMng Glass Door- (Rkinfoi ced) - L.111. cxpirill? on 0444-21 - This NOA revises & renews NOA*:0-0429.0g and consists of thispaze I and eviden,:e pages E-1. E-2. E-3.1 E-4. E-5&E-Oaswell asappto Mdocunveuthotted abo The subminu ed docmnotiou wasrevw( xed by t hands. P.E.th2q . I. Otands. P.E. 1:h2q I. Chauda, Is 1, CLand-4. P.E. Product (ontrol Uuit Supffvia*r Product Control LairSuptr Product C ontrol Unit Superri-,ot NOA No '1-0' .06.03 N -k 'Of.o. NO. No. '21-0. k NOA No. . -0. "l NOA No. 21-6:0r'.03 RM-0so-DAP(court Expit:irieuDatv AptiI14.2026 Expirviou Dart- April 14,.'0!6 Expiration Date: April 14, E xpir.ition Date: -April 14, ' .0' .6 Appror 31 Dat#:X1srcb :9. 2021 Appi ovi I Da tt: 15rch ' Z 2.0! 1 Approvi I Da t*: N 1-t re h ' I$, I Lpprol�a I la it., •N[a reb 1021 Page I E -1 E -.1 E -3 PGT Industries. lik. CGI Windows and Door-,,, Inc. PC r Industries. Inc N-01TCE OF ACCEPTANCE: EVIDENCE SUB1111 TED N-(--)TIC E OF AC CEPTAN E: EVIDENCE SUB111 I TED NOTICE Or.-k(_(.EPT.A_N(j FVrDEN("ESt*B'%jITTLD 2. Eiidence Submitted under prei iou, <Jtbini(wl E. -AL-kTERILUCERTIH(--kTl(--).NS(coiiriuiie) I New E A idence Submictictl 5. Part �zlper spa-cel $ randard complying with ASTN1 C5 IS Tb-minal Conductivity A. DRAAAT�GS 0.881 BTU -in. hr.-W-7- A,'T-M F 1249 tk'%rTR-Pass. ASTNI D398-4 0.xygeu-Pass. ASTM E 'k DRA111"N G-S I Drawing No. 1M-4.570.0 Rear B. titled 1,7inyl Slid ing Glass Door NOA a,-Ni). sheets '1190 I.G-Durability -No Fog -Pass. (5:ubneitted rntdeTpro-iousA70_4No. 15-040P.05) 1. Drawing No..\fD-;570.0 Rev B. ;Ihlt;i Vinyl Slid mg Glass Door NOA 'LND-. sheet, I through 21 of 21. prqwed by numifactiuer. dated 10,05115 and last revised on lluoughlof-11 prepared by niankifacrurff. dated 10,05,15; and last revistd on 021-01 04,22.220. signed and sealed by A- Lvnn h,lWej. P.E. 6, Quanex- Pail Dwase conViving with AST-M C51S Then" Conductivity 2.22 BTU-4w signed and sealed bv A Lynn Miller. P E. hr,W-rF. ASTNI F 1240 AYTR-Pass. ASTNI D 14' A Aigon Permeance-Pass, AST3.1 F Nore: This revi5ion consists replacement of wale e-%istinginstakitiou zxrew with flat head. B. TESTS 2180 I.G. Dutability-No Fog-. AST%I E 546 Dew Point Developurw -200F w 48 hrs 1. Test reports ow 1) Air InWtntioa Test. per FBC. TAS 20.2.-94 (Subutitted under.N70ANo. 15-0409.05). 2)Uniform Static AirPresstire Test. Loadingper FBC. TAS 202-44 ! 1Visictri Extrasion., Ltd. Parts conapkyiug v: ith PVC-AA.1,4A 303-13. Voluntary Specification B. TESTS 3) Wa;t� Resistance Test. per FBC. TAS 202-94 for Rigid Po!vvinvl Chloride (PVC) Exterior Profile.. fort-1ision Extrusions. Ltd.-NrEX-1 b,,- 1. None 4) Large Nassile Impact Test per FBC. TAS 201-94 AA.MA Fenestration Exterior Profile Certificailon Program iSubmitted underN0_4Xa. ls_ CAL( ULATIONS 5 t Cyclic Wind Pressure Loadingpei FBC, TAS 203-94 0400.05) L Norte along with marlmd-tip drawings and installation diagramion of all PGT Industries, Inc 10 S. Vision F_xtrus as. Ltd Parts compl��g with PVC -A -AMA 303-13LLCll r1mesentarive units listed be4ow and tested to qualify Dowsil 791 and Dowsil 983 -,ihcmn; iSubinifted under.YOAXo, 15- . 040905) D QUALITY ASSUKANCY prepared by Fenestration Testing Laboratory. Inc_ Test Reports No.: 9 PVC-AAN1A 303-13. Voluntar. Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd_ VEX-1 by AAINLk Fenestration Exterior Profile • 1. Mi:inu-Dade Departn:ew of Regub i or.- and Econonuc Resource-,. (RER). C FTL-17897, PGT PI%15520 PVCFixed Window(unit 6 in proposal), dated 09,0344 C/) HL-20-210`.1, PGT SGD780 Alunwitina Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Progmn 2107.2, PGT ( A740 Ahun Outswing Casement EViudow (mur 8 in proposal) FTL-20- 10 Notice of Acceptance No- 18-1217.14 issued to Enerp Ftnestr2tior, Solution_ USA_ Inc. for E . XLXTERL11. C'ERTITICATIONS 2107.3. PGTPW7620A AlurimurnFixed Window (unit 9 in pfoposan and Fn-20-2107.4 their --Taii 3040 & ligght shade (tion-white) White Rigid PVC Exterior Extrusion-z for, 1. Notice of Acceptance No. 19-03014.02 issued toKurai-ay America. hic. foTthelf PGT PW7620A Alumiawn Fixed Wind out (unit 10 a proposal) dated 0 _7 11 f'210- all signed Windows anal Doors_ expiring on 02-04.21. "Tro4fok:9 Ultridear, Clear, anal Color Pt-B GLass Interlayers , expiring on 07 CU and sealed by Idahnis Ortega. P.E. IL Notice of Acce-otame No. 18-0122.02 issued to Enerm Fenestration Solution- USA. Inc. for 2, Notice of Acceptance No. 17-0808.0-2 issued to Kuraray America. Inc. for their *expiring their series -11ifte Rigid PVC Exteiinj Extrusions for Wiudowiaud Doors", expiring on "Selln I-Glast K leal and White) Gla 5'. Interbyel-c" , on OTC4-21 > C . CALCULATION-S 02i'28i21 3 Notice cif Acceptance No. 18-1106.10 i4,sued to 11_1sloa Extrusions LuOuted for their -B! 1. Anchor verification cilculations and stfucatral analys1s, C0113pl 'In.g with FBC 7tb 12. Notice of Acceptance No 20-0203.03 issated to Enerel Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Ern iiiions for Windo-,,, Edition (2020), dated 114 21-20, prepared b-,,- nianufactilrer, signed acid sealed by thew ''Bronze & fight shade cap coated White Rigid PVC Exterior Ein-unions for, andDoors expiring out)93024. Anthony Lynn _Nliner. P.E_ '"1ndon-,; and Doors'". expiring on 04,46 2-7 4 Notice of Acceptance No. 18-1106 11 issued to Vision Extrusions Linuted for their _-e. MAY 2 4 2022 2 Glazing coniphes, xith AST-11 E 1300-04. -09. -12 and -16. 100 Tan 242 and lighwi Shades (Nou-111tite) Rigid Cellular Pt-( Extedoi D. QUALITY' ASSt�-LkNCF F. STATE"NEENT S '76 Exti unions for Al"indows and Doors-, expiring on 12,29,22 1 0 NL=-Dade Department of Regulaion, and Economic Resources (RER). 1. Statement letter of conformance to FBC Edition 12020). dated 04222-20. issued I-.- manufacturer. signed uid sealed b,., Anthony L-YmnMiller- P E F. STATE-NEEN T S V < L.- E. '-%L-kTE RLAL C E RTIHCA I IONS Statement letter of no financial ultere5t and of independent. issued bmanuf acTurer. dated by I Statement letter of conformance to FBC Edition (2020). dated 02-:0111. issi. 1. Notice of Acceptance No. 19-030S.02 issued toKtirarayAtnoica. Inc. fortbez 0418,10. signed and waled byAmtbony LyMIN-ldler. P.E. manufacturer. tiirff . signed and sea led by Anthony Lynn filler. P. E. V1 R T UAL REVIEW ASSISI Assist, Inc. Virtual Review As i "Trosdoll l'in aclear. Clean. and Color PVB Glass Interlavers"_ exp=g on Pnvate Labeling Agreement down-ent tietween PGT_ dated 03 30,45 and signed by all 2. Private Labeling Agreement dated 03.0&21 betikeen PGT Industries. Inc. any Windows Doors Inc.. brv, Dean M. Ruark. P.E.. V.P. Enizineertag. be] Review cc)i-rpleted and approved 071W-4. invol%-ed parties. and signed on Plans 2. Notice of Acceptance No. 17-0808.02 fissured to Ktu-aray America. Inc. forthelf bothcompxues for compliance with the 2020 FBC 7th Ktahr PX2300 < SenmGbsl 40ear and WWre) Glass Inteitivei-C. expirmg on 07-04:23. OT BI RS r7dition by Debra Anne 3- Notice of Acceptance No 184106.10 issued to Vision Extrusions Linuted for their 1. Tlu� NOA reuses NOA# 1--0420.06 (P%7TwiCGI).-wd updates to F-BC2020 (71'Editioa). G. 01HERS Brom-n Coared (Painted or Laminated) Allifte Rigid PVC Exterior Extrusious. expiring 04-212 1. L Tlus 'NOAievises & renews _N0A# 20-04!9.05 (PLANk- CGI),e)qkring 04.141216. for 31 indows and Doors". expiring on 09i30 21. RER Test proposals #19-115; dated 01 10,20approvedbyls&-iql Chanda.Pl.expIrIng 2. -ffie current associated PLA CGI fik;;21-0205.01- mpLmg. 04141-216. IL M 4 Notice of Acceptance No 19-1106.11 issued to \, mon Exinisions Limited for then 04,1421 Uj senes,11E 1000 TMI 202 And lighter shades (Non -White) Rigid C ellulai PVC Exterior Ein-usions for Windon,4 and Doors". expuuig on 12 29; "1 Lhaq I Chanda. P1 I-I-xcl 1, Chanty, P.E, Ish2q I. (hands, 21 Product Couttol I net yuptrtisoir Product Control Unit Suptrxi-oi Produ(t Control Vast Snperri;oi NOA N'0- '1-020.4.03 NOA No 21-010z*.O. NOA No. 21-0206.0 Expij,kciou Ditto: Apt -it 14,201.6 E %piratiou Dat*: April 14.2024 Expij ifion Date: April 14, 20!6 Approral D.)r#: March -*. :0!1 kriprorai Da tei March !0!1 11 m -t I Dato; March ;,' .021 -kppr� E _6 E 4 i E -4 SHEET NO. i March 15, 2022 PAS 1.3 _..I\ 1 L. ECO :imc\ C Harr Ti. _lTlrltll 6 lNNtN:E8RIN0 COMPAtr1Y -, . ..---- ------- i%tirslt.A nt4IT Itl', II-F PRO�UGtFaYALtlATION REP9�_T REPORT NO.. 20.0tr2&91 OATS, Ai 26. 2020 40UUCT CAT'E000I ;r- sl PRODUCT SUlWf;AiFGORY: Stomt Paargts PROOLMY NAME: 20 GAQG GALVANIZED S tLEL STORM PANEL MANUFACTURER' raMal ProlectImPfoilimi LLC' 4803 S.L4' St Sir"! 00%l Floeoa33314 L-N)WO_SE OF FVALUATION: This is a Product Evaluation R«port list; toy Wafter A. Tdllt, Jr.. P.E. (System 10 a 1906) to the Global Protection Products. LLC Rule Chapter No. 61 G20-3, Method 10 of the Florida 0epartna'ent of Business and Pra lossfavtal Refludiation. This product ift helm issued an Evaluation Report as tle%cdtil ll h,foir. arid has bserl verlaed for mmlatavnce in accordance with the 2020 Scrr6nth Edition of the Florida Building Coen are in verify that the pnodod is for r.t1. 1,:,,:-o,.o rettandod at 101101 attuivolord to that re4u nix! by the rode T'w= PRlduct Evallustion Report shall tie subAd lo orialllwr and ravi6ii in casool a Building Code chorl fh:At may zFect Its (lnlitalfol'tel and condltioniA 2• FVII2Ed_G_�BMITTED: 2,1. PRODUCT11YALA)AT10N DOCUMENT(P,EJU Drawing No. 20.176. tided "20 GAGE GALVANIZED STEEL STORM PANEL" steeps 1 thru 26 oil 26 pre"pared by Tilterw, Inc. signal and sealed by Walter A TWltlt. Jr., P,:E i doted 07d26,2020 This drawing is an integ riot part% E vaiG`1'1iitlra Report, ...'Ill4a b ?" a is * "u " "' i - "+Asf,':r . �'rl4,t __, T1* ;,M sin r . .4 e3!l3 %,W. 16dl Street, SUN 30& Milwli.1`61 ll 11166-1"buse` (30) 871.15'0 . P'#,f011051 �a� . f v QVVCth\.ALUAllQNJk t" Xj_,1u.:ed*.3tiA1 .1. 2.1166T REPORTS Large mns fill 'mIfl,R •t all•1d la+dgu.r load lesls were 1mrfornned under Prol000fs TAS 201, 203 as pet sclt<Gon 1676 of the Florida BurirJrnd C(ide, Uniform tlattc loads as per TAS 202 protocol 7c5l ,Y,I) yrts prepared by Nurncane Erlgint"Arrirl $ Testing. Inc . Reports a Wl-S69 ji :,ej tn810411996,1l96.5"r0 salad 09•': E+199e, 1196-T30 dated 09120ON, all inrtTe , joi.,t and tsoaled by Hector M Merhna P E I Falttatr3t,wl TesUAQ laboratory. irx:. aelr;rt Y 2032 dated 04 ISM998 and a 212A dratcd 10r05,1908 wttnasaed by GIlt1Cr' L)I:rn'r.,r,,1, P.E. end Report Mo, (1219.01.09, dated March 4, 2009. sighed and seated by Edmundo Lxgsospail P E. and FiktIII Hill P E Terisok (nisi ra•r=art No, Delft-197 c7y C:C r'l1 irlical, lac., dated March 13, 24('".1. wgnad ar7C stl.:17:a nq Frank Grate. P E 2.3. STRUCTURAL ENGIN€LRING CALCULATIONS: Lin 20 Gsq* Galvsnit*d Sleet Stc1" fl., nr l for maximum paml leflgth Ns. drsilrn wind load. as w*U as maxwwm iir,.! +;r spacing vs design wind load and ill length baser' G'n raVorial and conri ;aravve arlatysits, aill I"' ac:cordence with section 1616 of the Fidel Building Coda Calcu)attons prrtluaalred hy Tilielill,:::o', inn. dated I IMI'08 time cr31'2di6, skyled and bee l: by Wauvl A. T14, Jr., P. E,, 3. MI[S ILE_IMPACT-RE3{ TANCE: Large rnlsslle impact under section 1826 of the Floil 8:,' ,i,q Coda As per TAS 201 Proincol. 4. MNO LOADS RMSTANGE: 20 Gage Go vanixedSle,rrl Stolen. Panel has been verlhrrd' to stmirsir wand prYsss.ules. hl"MM panel langln %hall be as Indicated on sheets 8 10. 14, 15. 10. 19, 25 aid 26 of 26 of Product F..vaiuetlW Document (P E D.) drawing No. 20476. Alaximunl Annear Spac,ng "I be as Indicaseci on shreds L, tic 10, t 1, 14, 15. 17. 16. 19, 20 25 and 26 or 26. of Product EYaitralson Oot.ur-wrtt (P E D•). drawing No. 20-176. 5. INSTALLATION: instagation shall be perloini strictly in oIccordonce, with drileas ,ndicated on $ha is 3 thru T, 10 ttxu 20. 23,24 and 24 of 26, of Product Evolua tin Documah: (P.E.D.), drawing No. 20.174, Minimurr separation to glass shall be na indicates on sheets b '4, er, 26 and 269126 of Pfrui.n:1 EvAulation Docurfutnt iP E D r. drawing No. 20-1 to ,,,M1f 1 room f,"o!#M, L0a T411.°".•`\&hsF•..11Px k ," Ic `„ s (illA 'ftsm""I QEUEBA mottleLAU ! r ., ft-•. .wf.-.4 x1=M o+ a..x4 _r Lr+.+•'. 6" � b (AM aaa =MLAuk-fwaal 11- , t'I -.••► Mt ,eTi.41,1 u4N1 «IP✓ t♦IR+O•• "A7 Ors„ �.,�.y... •..4y r•,An, rI tQl-KCATr of -Vt All. PLPIl ' t„'" ...", . 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Ili : 90 f�,G[ WLYAw L STRt ST'o.r rut 1 s.. , all taw-+. r 7,o►o-ate r�.r_�s s.►: it aala__� A' •.,.: ••e ;Ia,e.ATC w:,c. .. ,. a n ,..I, ,.,NI 4t .talc 47+: I...'•.. .••i 6 *40 Plow L♦N4 R At• 1/•` •-i4 Wtrs OU � --� - '. .. _....... t•1w4__ - GILdAL ►RO'TECTIOti Pk'OOttC1S. faR* rAp 1` ftalYlAr roar Iw A env .la Sr+rKOIT. Sur a.i-T---'�--,,, + Q_ A17a 0* 1 ,:,..; r ' I "a�-.t,, *N1r.T a... n ._ a Y1a .... 'n oo *" 1r I :te-t .• . , •+ ,wail. ... _. . _ _ ,., .. -_I Allele r. Ii �i.. .«.-,ec all .Wl.w. .. �4..., .. - MID EXf5T1K. PQ.UFiL D GI�.I�GBEI,E._QR CQt4QRETE ee PANELS, U�1 M ,`�•" �rf IRUAI.I.IAiT10J'I OE AAIiI.a..FORREGULAR 11A11C.t .. Awtln A VIA.--• ., rot Vw• :IA,9tR Mt.14�, Wirt a •+.,.,.< . T n a.:.Rrt AArA'rt '.,t•.c 1•ra.Aaa ]Ili SCOCN" a ,ul 7.4" a 4 1`4/ ' r 11 A ,Iaatw. al , _ "r . rA. •t I , tlrV wl K� "' N'1 w rA w1ID :.:�1 ♦ ry 7 !. crow w -,''i; I 4 , a A .I- bI ,r:_. ��� .ra.,..Aa ,Paw ..9.'-. 'I.'--"-, I JIAA' .,,A[ ,. 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I'' 'I'M°a t `" lot &" Nllf sMKSIIA ft f Pvtlla- . 04911 a I"KA:lr° I. t S 6 -.„ . w • e A a VA'• .+ O'ar'1!I a 411.1,w at BALL A S ;• 1l ta. 1y1lIIlND 4 YQUNIItlt1 M,WAS Al—' , )✓Il r i I 1 as ata41114u I ; L rule I, oN Air atlr.rrr I ',:J 5M1 r.,. R 4 41 I , .An I kilc=.r It MXL..E:tt' WYENA1Q,!_Q1_1l.tiiC1M5 Will 1I I !i_;P . 1'a •d AS �, `W • e02'tM Y:• rr' •Y:l 1:1AI wf ia� Ea A ... lk-"o/rI .n• 'C sw•1 Ant ticENIl; : I LA,1Te4 +G.*'t.: L 0+',0A *tN1i�fMG CC r...11y! YMkfPtrr i1+aa.1tlone 1A,M co4w ,.- 7 ., '4 ._..I.„.__-' .__-.........•:....:...:._w._:.AISAItrL.G 7!ItC "rot d"4%tL 1 , ° _. t a l: Ix 1, n 110 AK 'Y m O Ad:r IGAL:1 ---.. , :AAU. •. ,r14,AAe a __, ., . .rrAA N1 a '*_. /� i L E C t i + M PROIEC'T)ON Pilo "Is. LLC.i'__ 11 %LIJh1 1 f ".. lac w, •'IlIll..• tat, L 501100-AL� .1,1.-,..... ,-. ..I,i-IW ---t1_1 Ill .- 1 aw. . ,.a•n , n, a I• n'lll ,A�__.e ji.^ -.err, . .. S. L H RA TE I TICS AND P . f1�A4TEf21A ..0 A G R 5 SPECIFICATIONS: Shall to strictiy in I•accordanco watt, Gaaneral Notes and Components euX .. +,.: drool 1. 2 and 22 of 26, Of Produc: Evaluation Dockirmlent (P E.D.), drawing No.20.176, Anchor spceficalfons shall be as Indir,llted on st''aels 1. 7 itritl 21 of 26, or Product Evaluation Docwnank (RE D.). drawing No. 20-178. 7. LIMITATION.$ AND CONDITIONS OF USE: . I . St,aU t*c strictly in comptiao•Ice with Genurai t, Ass No. 1, 6 thru 14, brTdir,jltad on Sheet 1 t 126, as Veen as Gerwai Notes 0 1 thru 4 and 11 thru 16, MiliCatil on sliwrt 21 of 26 of Product Evaluation Document (P E 0.). drawing No. 20•'176 preparil by Tinal Ric. and signed and sealed by Walter A Tibt. Jr. F1 E 7.2. Product may be inatlalltt<1 vxE.- , filr. ',rF1 OCiTY HURRICANE ZONES as d4111nod on ssci°`on 1020.2 of the Florida bwl71rg !lode 7 3 Product shrill only be lnslaped Into poured concia7le, concrete block. and wood framer structures Pfoduict Evaluation Repon prepared by Wattor A. TdW. Jr., P.E (Fioritlri '- No 44167), President of Tatil inc lF3Grlda CA-00087191 ��}�4 obit �0*fI ,.1.*-y'l,_lv,i'F ''.'S' kc L - . ,..__,"I - 44167 -t, .* i� i s� :c^^� SrAT'_ 'AY F �^ " "- IOt.tL E.. wnraL t)•TItT#COAGIIOAlRFCOROi` 6 %?PQ87:C 1PAI vu61LCTIUNIll- -n11 II::,1C•UAD! CAiVOO1tLI b' LLL D":MW PAM, D.WIt a :•t.'rA' kC'Ui l C :.' l I:'• /I 1 L I ECO iN . TIL 1T TET1GEFMEEilflly COMPAN Y f l, t a., PRODU "I I -A. -A! N PORr X,1' . .. P.- I REPORT NO.: 2"727.02 DATE; July 27. 2020 PRODUCT CAT'EG'ICIII $mailers PRODUCT SUG-CAYEGMY: Storm Parisi- NRUDUCT NAME: 24 GAGE GAL VANVFD STEEL STORM PANEL MANUFACTURER: Global Plrotald^Ilfartl Products, LLC •181Xr .'w"I-'Wf. 5'I Stni"at 0 sv::,e trmcln 33314 1, PURPOSE OF EVALUATION: :•1I.-t Evaluation Resort Issued by Walter A. Tlllit, Jr. P.E- (System 10 1 1906) to the Global Protection Products. LLC Rule Chapter No. 611G20.3. Method I of the Florida Department of S isiness and Prlofesale nal Regulation ulation This pt"Odtll:t is beinu issued an Evaluation Report as described hereon, and has been vediiead for coirripbenco in accordance with rho 2020 Sarenlh Ed&nn of thH Florida Building Code, and to renly that Ow product Is for the pu•poso intended at Ill" equlvalen; to that required by the Code This Pwduol Eve"Ilon Report shnil be sublel:t to raylewand revlston in case of A Eiui'il lnq Code change that may Atli o its li n,tralions and conditions 2. EVIDENCE SUBMITTED: Zl1 .Pfili EVALUATION DOCUMENT (P.IA.): Drawing No. 20.175. heed '24 GAGE GALVANIZED STEEL STORM PANE sweets 1 thru 18 of 18 pivpxrvsl :.y Trltilil Inc.- signed and sealed by Walter A row, Jr., P.E., datod 0712712020. This drawing is on inte (dll� eWlis Evetualam Repoli 4 lrwfr�-^�:.'.1.. 41, '�.. A -�''iaT67 :t �►,: t '+ig" �� .q• . y. 57AIE Qt 'r Q.4'•. F10RtQh ,� -` F- G, fat ti N.tt°. frith Sbrc1, aul.r tut''. 9.tiatati. I°"'IYidttit 33tfi11 • Ptaoae 13051 ts" .1 . a�� A,A [,;It IN, 41 it l•'I• . .. . ... . ___. _ . _____ --.-..-,. . _____., c I. i QNLN,:TS FOB` REC-1J'IIIIIAR.._'4L_.L1EE_ SAFETY . _'�T9$Ild-.PANELS I .1 1 ],A, rll . . r1ttl .Z-., - IS I", ATQtAA a'o,1+a a -/: 4IX' . I., - . a:a• . � 1.� - . ?Ott . aon' .Na ..C,. 11:. - 4 Y .. Ttil Xp� r-.."-" a , I ... • ,.M OAIYXaaAM "if '--•- % �° ,la,. ..,,r r tT^7 .I M.af. L. '1V: Pi a 1 • 7 a{C'-•-•^•.- Al•N :I � . •'�.I p r Ili 7 JA L �I i a" M* w.;i' •t. to" o0O• a.'.I Y': I Aa n II-r, ' .•t'. .,.' r", L „sill ,-M'Ii Aa-I►wA.r ✓' .t',.. A. s0 I I 8•ID Vlr !`' 1 I t,r>+, A .-_._._. A4f ___ ' C u•A._ a `a ... STQ'ftu PAll 4 DID_ STORK PANEL .• , a . •I-V'I i I ,'f" - -ww, t .w. IP' IC,�.�^ A A +'" . ,iri• - .. •r 'y,t an,• ia.1:t:.., r VW R! 4wil D rwar' �, , M , 1. , i. I.1 '411' ' 11 r'A Ili. _ rA•Ta1 ° - Ain e AaAa • r, . -Wet I - 9f•'w ' -e- y f IQ"-i'11;'�'` - i ' -.. _ . .. ! 7 auI , fv -A .. wr" .litI tc --_..__.-_._ _ rv. /! ---- - ... _ <'s" A, ll AAA A - ::' N.., .. ,r l SFrit" _ IS. IS9611 YXW �It�.t . ., CAS'' ""• - - , ,X-V .• . •.n w e Il Qr' rArilI ". , 4 tint. tau 2 ! "h"_ MEADER 3'' 'i1- HEBDLR C} M" 4A ANGLE i 1TM STUD JB p(A4�!�[GipE((_YIfT)! :11 t r . . '• I . 11.•�A.^' i I Ill •.A.a Ip4 _ w I... 1 ., 114" • ♦ ax• I � rKEw H C% ILYASHL(( 0z'", I,tnI _. _ ,.. YLA.rAwre ill to IF 1.. ' .- 1 , / • 2 a110 , ..I.. 1'w-4 . U , I •• Ili 1,A1' , •-.,, �a�O•y,1 �r-,t (♦J�)��t,2�4,�1 ,[4_�.A�,Vyr./.}4A-(.` .1r - .,-K *.4 Wr#fa4 Ill IIIII 4•AYrrl14 C}rYWw tw..Alii= • .•.., .IS.I. ns A i4 -,. •• -1 •.Atli t1X.l ... 1:I It4A „HAM# . • :pM' , ., 1a1, uN W. . , I� - .,fin _-- „� A i1 A , d H" Y r 4nA" .. v I WIC' . .. r, X i .w. • .� 1 ,. � I i N ". 1. " a ,:a 1" .`Il �. a,.a 1 �� ss. t,A . 1. a} "{" SRACx...At(fKlt alb' 'f' TRACI � VAALEIALTED , J) l , 'k a+a �TM� L %.%l '•`. wi"ll r 44167 1.e' • ^r I t 11 I..QP i-.A 0U;l,DWG C00[ Yaac," fjv ,,<"l,•t tart ••. I xcictnaLL Cs�_ K��ni toglQ� :�.r'� _ _ 20 CI44L GA..44 : t : :'!11. ST07Y ►ruRl !._... _- err A• - AT PAN" ., I:1. IL ECO ctOHAL PROTECTION PRQDUC LLC. ""'~ - t _ ..' .'„�li.. ;- I, '•-' 1Rt :.4 iY :• W A IaX1'� �i,'1: .Ili- I.. w a ...w..._-:-r.aA..-,PiNl 1 ... A;C ar S•. 1RAi, - .. . .•, , ', •r Ill K.Aaw-A, ZU-I '. _ ♦. ,_,. _„ sail a I MIALIAT10.t1 _QE.TA!I.S_.F_QF._ F,SrVLAR PA1NEL5__LX_J9 END ac�5_�Faa INVALLAT" �dp41�EL.. �. I ALQ�IJNG. POURED -._ CRETE_QR CONCREIEr_@IrQC,K_ STRUCTURES �/l� �t� [fyp t� rC+ �({{-..BI�~OyG�K ORS. t= �{r1p1� �1�[� �y�[1� •... ,,wr..., nwXll " La "....-I. , Rl�Mat_[W#@SAWLAR- UFE -Ir1r 6,a.t .l%7[_..E....L,.,��...-Jf Vf'i7"t nr•.1t:7tA.,.ar,t.ftLa.r^ 1 ` tl ,.v char ' t` ?,. ' ,I, I.^. •tn . ,a 'Gw Pr4,• A A'Aa Iwr, . a:' \'j "• i t.,' I �< Y Il , :..... ,.- T 1 ... ;t, .:l,_ .-u. M.11 .0 - 3 - l •1, i .I` artww i am wl prrpteD . , ,,_ I P a 1> t t..c.Irtr skew ! 1 ♦ I "I:. .1., - I I 1 Itt Nrrl t/,h isur...µ / .�, 4 ••+ SJ . . IVIN. I I ! CYi All Ow I a �. r i' 1 ', I `"` III 1I • I f i I � I I ANIN J I it .... u. la Mh +rd.rNl'+t.1 .. Ira _ I I ti wYM I I' 1 I ! i ....1 :tI wnr,I_ r! "_.__, w 11 to!-P, -,art i 1 1 p rp�, a '�. i otii K ioC. I I culu.tl2 IM D I ' i CASE i I/I CwsE h /PLAM1 _ <A waAAat i 11 t'rr ru4r1. I I +� "" u y 'e.Kali'h ta00. "E,,1.�r _ GM. -w aN ,a.l It dI atQA1R'A _ I. -. w•rocwla`'�,"A" t"Allit Xw.1' IVill A.Altt", 1 r , el:.eft w l: I "NR/ O wA .1a..v:-i �A WIL.Or! ,' "4 . UW .011P • r,no ". 4 .tl.a d to V -- not tCl,lwad a i L___ �4�I •-• aIQt$ 4 t.41.11 NI '1• ; 4 ... 1 _ I 5l, 1 t. zi- , ,• 8, '.'h. %,#1 WAT 11A. I... --:.-I- -- AN I.. • it* t• eta ...A•/t . I/V LA . L04K CtSrAf/(1 -+1 •+••-••r" 1 r y. f,IK'1l AIYW ',r.:.�.I. ` ; (_i.,' NGTL..fTI', 111sr .• '1 d�._ / _....'�J" "II:.:4 I '_- ......_:� A ■" ,llrl6tl qA•f t ie•r.. A k a 54 Ar-4 4 AtYI .tr ..k4 el , Res "IN . .+it 'I..MY,.t ,..._ 'I,rrWI / P 1 4t?Or III,.- - •., 1't I tl 9(400 tIW-. 1 fly. A o •" IV w":AAr dl T,/ar 9I licit .r.Arst _ c w►Arr I. a.• .A, 10 ;,r'c Air, CASE E fPiAM} -_ -.ilea t 14wAA. Al ' - '.'A Ca't *I' . j1. C-- �(tt i1 r'C� _, ..t.....-_.,,.._. _ 11�IIM C1..C..IJ . aw, _-. - y' .l..S, , ✓ _.__ ._.�_ tlLOrt10lt eVtt0ltitG Coot 1N r• VNAoa IWtraleM 2' 1•nra 19-IMM x r!a' lA 1 mwsm at M. eN. u al..� _ ! AAam a♦.:A w T:��.. r, II..-W . At, i' Ili.. A.OAgO owe ..a.• w .`00 44147 _.•.. I to 'WA GALVAMZCD gaf[L 'I'Oft' Fill �, .. .. ......- - -._-..-..._,_. Xi. i �i, VI 11 _ a ; w ;'I . lm;; _ -.I ., I L E C O t.e ' l lo(aAl PR09 C(:ilut�►t t'ROou{TS. tic. "AV" DETAIL _QA cP tp� �W_ rip 1.. S T£ 01 -. .. 1.. A(:.ERS.. iAl[l.�t[.O _wr-r .Ax Tr I' ♦•"4t• '� o ► d i rtaF1:: I..+r«..ai .., •. t�II41i IRAClSS�Q1ACEN1__T4 D; 1�tc! RtA ,. % :..Z: '." "' """" ..Al wuAra ,.. I..,a za „6 l 41 __. a-.«+. • . 1�'.+�rw' it A.. .�,► .M AN NAA ,. I. T_ , . . I■Q MQDI:C1 L\ALLlI 2.2. TEST R!:r OR Largo misstic inl per sor:ttt111 1609 Section 1709.81., ,I Lab of South Float . . .1 R. Mehner. P.E.. J 02I Ill.01-09. deb c Largaespada, P.E ;i, loadlril Plot Proti ortj Buildirso Grcde Tel II d,'. Report No 1123.0 Gortralez, P E Tensile tesl repon . Slgrod and -sales . . per OC liiet l ul 1 I. le-, aril r.A11I"i by Jom, - 2.3, STRUCTURAL , I ','_ Lpl� 1i',_., r_ d I On 24 Gage GDIvi °r, • I ''41; , wind bad, as Wei ' .rr• , lerl based on r _ . > :,,;.> . . , It section 1404 of It •I't:I:S euii'clrg C'.e v, '. ;.. Inc., dated 1211W1, 1•arfflrsrov:+ ,I;Ar . 6;grl•:,::. - .. A. Tllkl Jr.. P.E. r , - SIS I . �1 t( 3..�SJLLIMP1'ACT !- .. i_ 1'l, ,( .,._ Lange mTa*)f* loops ' ? of;!,* Fhsrtkif ., SSTD 12.99 Stand 4.0 iih,Iv(AN4E; 14 Gage Galvanu' a-, r PA1'4Kat -leas beers verb >t: ' ', .., ,. r. pre0sures. Maxilt ;.,1 ., , tteAf4t4tai slhafi be its irI0tcate:' ;, :. , ,, , :,.+ 1 : 12 and 17 of 18 of +:• t''rr t,Mlion DOcurlT,°3r'i! (tom F: r' ;. (it w,vin,) No '20-175 Maukvwm Anchor ; f"c, ;ail � AS and c4strsti J,'a fAhoo'r4 n + t"Ir,, III and la o' 18, of F, ': vetuallo in Docufnpnt IPA, D ;, drawn tl NV 10 178. 24 Gage Galvanize n,;,i i :,a,-^ funnel has beenverified rot c_Ntt;1 I.CfT:(.::tr, ea tc; work a l a non-poro : s;:.,r,;, ,,h," , , .),,?AmNy, cts pof SSTD 12-" .",Iw) to E� A", i1� IV.f ''ti��R,i�'' a!-0 - 187 c srg �__ _ '.ems l x •0__ STAif CF :-wcr ( 4(44. ',, ll -b , A.•o' , rrrl,IlAlIY." "'t a,A/I- r1V%�f+. '7*"*A , , r; . A 1. W-1111 tTXVALta_Lat_rt ;%�Q..,j0:Yjjjyj ! 5 IN',TALL ATIOW In::t:.c . lion :,hall be perlorrI able:(y in accordance with d'I[,•I'ali's Indicated on r sriArlr, 3 tht u 8,12 thou to Of 18, of Product Evaluation Oocumrrnt (P.E.D.), drawin0 No. 20.175. Mirdrnunn separation to gia to shall be ot, is luic ovd on shells 3, 6, 13. 1., 15. 18 and "8 of 18, of Product Evaluation Document (P1,0 ). d►aTrring No 20.175, 6 it TERiAL CHARACTERISTICS AND.SPEC)FICATIONS: , •^ strilGti4 in acu:•ordwx:e wrl!-, Gonefai Motes and Components bld(catec rrrl : , ' I and 2 of 18. of Ptodur,! F ialuation Document (PAID.). drawing No. 2p.1 7 S A speaficavons shall v- is lndicated on sheet I of 18, of Produc; E ',on Document (P E D ). drawing No. 20.179, 7 .. TATIONS.ANRCONDilIn fNSOF'V$E, , ,Ills Ivndly In oortlp lierwe with General Notes No. i 8 thtu 14, Indicated T I of '8 of Product Evaluation Document (P.E.D.), drawing No. 20-173 , I by Ti'teco Inc. and signed and healed by Waiter A. TiMIt. Jr, P E 7.2- r'i'ALid shall not be In*,Qik,.i wdhtrt HIGH VELOCITY HURRICANE ZONES as cof lned on section 1620.2 of the Florida BwkfirV CoJe 7.3. 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PK01EC11" PRI LI.C. ALL AMERICAN SHUTTERS AND GLASS MAXIML04 All [CMABI E 74:1 2oi GALVANIZED STEEI STORM PANELS /HVHZ & NON. HVHZ DFSIGN, PIRFS.St.,11IFS� 4, si DFSTGN NOTFI; On 14 k At Al . T Ow MIT*, "Oom litli Iso, I: Xi 6��4 ll? llltl4i zgA el 711101' AS itQ714 sl,�:' it A4 t � * wi Ij I IM to *%"my Iii AS 1104'lAt0 GENERAL NOTES: aw I "al, "it, ,I, A I it ft�o I. I ter, 42M A-0 Sol bit tool -Il 14 ils" 1!Al 01 %IOOWM,;,PJK C,7 *% or a TO;, Ott :0) 'At) J11. **T T 141"A isi'l-ic, A.0 rxrl .re 7 it asaA�-* IA� Will "s, 'It AA4 %Mw, l I, Ol TA A Mr 44-1 �VA tltf - 10 "" Pol Ol It It !nVIWTOAo4il4i"ilI0VWil)btlltl.WA"J1�W�l NIL k 11 Xr=V ll lot ",AADIMAll 40, 111K 1� IsAw TV. Ira WOM&IC rAw"al.ilivili lOw Tl" 40 btl -0, ic.m tAls.. I "Al"I I I *Itsl 'i" til,"'Ill Ina. ILI 0.4 -wit* W ft",q Al re"ll OvIlL ot ill 009011 IM L 1IWIL11W LLa AII ^vx Ilk l vt.� 1�.rs WtIow li im 'A BAY 10% 4NAt"i Al, A r1pilljo V . 3-1 loll �Cll LT /-I'% TYPICAL VEP I ICAL MOU'�IvA I ION Yl it I' Pilot N""Vit, Roil IIX A 1 11 1 -9 I Al Kit of &,* sl� 4 A,' WAN Al il to tioll(�'i'llrww i W6 A, to *.*ftl&ll Is) 00t 'A 141. Il Ots. "I011 evt A wo" t* 1[w I*tVL%AAM A* 44CICKIIIIAL k IN , I CA Ill 14 T14 A, aW A �o t4t al 61 161 am 01 $1. iJ litit il'o 'Ob All OX 01it" V 0. Iwl r=*74" 011 .4) witi T s To A.A Akf 111ki Ill 1, �Iottt oi AV IIMV, A',T t 20-31b43 "i fill -'i tt Ae 1:�; It ft Il 1AA1 L VERTICAL MOUNT ELEVATION e• (NOTCHED PANELS) 'We LILM E l J I j ALLOWABLE PANEL SPAN GLASS SEPARATION SCHEDIJLE; All 4.1 SPAN SCHEDULE NOTES: Till I, I .,LASS Sr-PARATION NOTES tow o0curms Vi AVINIF Al ZUNI 1 r-ol 1. QAII Uri %Wl IS NO- tYfCitmIARU Ill hi 091%rill VftPAIXn ONK)I" 101 O*fvqtc"r.' 00"Fol It alloylilli ,QPn 0& L T 5 �! A!INC ; MINIMUM All,XWABLE SPAN SCHEWLE It J, Id �.1 Iu r. I D' I jr -,isr -'i f IC gar r till 44� Or ir Ir A, Air U:F I.. wlfl .i IV A0 L 7 L is, !M V 1 Miss, Oaw - T a X.tow 4 I , OAOAJAW irk T"I j X. CII-I"Kt % t It MAY 2 4 VIRTUAL REVIEW ASSIST It Virtu-,-:,fl Review Assist, Inc. Plans l-\e-view completed and apj AV T;, 14 rsi 71. 1 '1 I1, I! to _4 Y,71 !411 11� 0 %, li,o. 114.1.!Jr 1.0c wt IE it so tam I. I, sil. Ir IT 1-•0 l" t7t IxW ;1 il", 41 r Ive 0, 111 1. 11,11, Ill Is 'jo 1111", 1 it 1, 1 _ZA. P !r � �i _r �µrtw' -tj. r %r A M 1. 1 ANCHOR NOTES: I I N 7-311, 1 It Will 0^ IC 0 A 14 101 Y-. CMT;fKO *9#1VO WI C400 MNIW'• 0.Q 44Ma 6-ST Or Mill !WAtiM silt 414t§ 101 it I-'W-,CdtftPf "iMil 'Afhll[ro tol !4L,, *Alt$ ! .144-1111 /yyYa oOMAAMAl ki IX t 'A. 10 SO ".Vf: It -Mf Ki . r4411`trll 1`14; 14C ,,iIW 44,14"V, 04 as I t '.Ct Pill COV&Oke*f:O. 4"l AAJ 01AUS9" 6 Is� i! I .Air IAl11J1I6I!l S! Wtkt�lvl �ORCII7 V, To AV" C" bill Aftal3riell Z, -to rl4t.. %t*U;Tum In (si r 1 %Ki -,Air sr,cj l4*&,pp0At cv.Al tt4a :Z1 Ulf. �1-111sssl AH* `,"0' 11"Irvill.'i vissill Ut�sooi k IMAII& loossititt" "Alit All ,, ,, :'?' 6"Iftolls" Pill IN F11 11hi MCA i' . I',Trl " It'" All ALCI A141111*0 Ia rk,"fM "US&-94-" CA WAP" 4&W,O:rMALIO 40XI)II11111to 14 IX fal 7 Awl��v IJI Ix ,6 11.1 'a 1%,4 I4IiA rOSACTIJI, fCoo %' 'It" No AsI"04 V 11,. It r THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL' FLASHING AND WATERPROOFING METHODS TO BE USED. 3Ar° Ct:MEN I PLASTER 12 M.L D('1VLOK CM(J MA90N12Y ill OCK EXTREME WINCKTW FASTFNFR -- - +; " 1) SCA1 AKT AT 4) SFAI ANT .JOINT ' WINCK)W Rt ICK TO O1.ITSi0E EDGE OF "' ', MASONRY WINLK)W BUCK 2) SCALA14T JOINT 5} SFAI ANT FROM '' '- wsinr rncr m WIN CW *V FRAME ^ + ' .t WINDOW BUCK Af.'RtOSS WONt)041W BMK ANU L x I L NOMASONRY r , r PER CODE 4 9) 1001 F1) Sf-AI AN `sc HERCOD44rNTS BF -AO 171RI IINCI ' CLADCWi AND W(NrX-)W FRAMF 3) SEAUWT WINDOW FRAME T( WINUUW BUCK ALL THE WAY AiWMI). IN(,l UDING Sll L. SCS 0605 C MU INSTALLATION 6 POINT LTUC:K AND FENETRATION INSTALLATION AND INTERFACE JAMB, NLI. AND HEAD DETAIL ;PPR(,NEU SHFATHINO AF'PTTOVEDHOUSEWR,AP - • STRUCTALATH TWIN TRACK 2.5 3)4»CEMENi PLASTER 12 MII (m�nl DRYI OK rXTRI Mr APPROVED FLASHING TAPE 'Y SEALAN T SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACF WITH EXTRUDED SHOULDER WEATHER Itt.SISI 11VE BARRIr n •• •'� WEATHER VE BARRIER d tARiLY SFCURF w WOOD FRAME CONSTR ":4" EXTERIOR SELF -ADHERED FLASHING SHEATHING nY I APPING DOWN -� OVFR RIM .101ST AND UP WALL UY !! IN. Wl_A I HLH , , RESISITIVE BARRIER SFAI TOPS CX ,JOISTS UNUtk L*C:KINU ED FLASHING (Sir MTAJI WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Out, fold up b temporarily secure weather resistive barrier above header b allow for flashing installation 2, Self adhered flashing plus head flashing under weather resistive barrier I `y 3. Fold weather resistive barrier back over head 2 flashing and seal vAlh tale SELF -ADHERED FLASHING Scale. NITS FLANGED WINDOW PM 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SI IEATI IIW3 -- iipF,`N TO TP(:MNK:AI 1 F 11 FM ON (:1-11-1,NCA1 COMPATIBILITY SELr-Ao1IcRCo rLASINNG -, DO NOT FLASH OVER BOTTOM NAILING H AWiF SELF-Al)ML-HI,U FLA8HIN(; NAli NG I I ANOF SELF -ADHERED FLASHING HALF ROUND WINDOW 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 (#� in each dBt.Tli that corresparx#s to the numbere(1 items in the list of instructions Delow: 1. install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to form water shedding laps 3. Self -adhered flashing cal) be substituted for building paper 4. Split the release paper using the ripcord (Split release uo demand, embedded in the adhesive layer) - for ease of installation ancf to minimi7.e scoring cuts 5. Remove all release paper per standard installation instructions and ddlf to to substrate using d 15qutaie piece of flashiliq material (6" x 6" Minimum) 6 Fold as shown by arrows, 7. Angle of corner may vary. adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rvwnl,r,� SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL-- TILE FINISH-- _ 1l2" DUROCK - ---�� E AM WP07 8"CMU dA '�-- 4" OR R' CMU --- (PER SEAT DEPTH)- - FILL t,'VITH GROUT - SLOPED MUD BED-- -- VINYL SHOWER PAN -=-- �w ALAI HLR RL515 iiYL RARRIFR -- - -WINDOW UNIT FLASHING REQUIREMENTS UUOR ROUGH Ui'ENING SLOPE 0.3 in : 12,0 in R703.1 Gene; Z11. Jinqwith a weather reistant exterior wall envelope The exterior wall envelope shall -is--t~RFnrsc,r crxJsr;< (0.6 um. 30.5 (:rn} in flashing a3 is .' ADHESIVE TO BE APPLIED UNDLII ---- SELF -ADHERED FLASHING TIiRfSHni D Or DOOR AND RETURN UPJAMB 6"- USE LIUUID R703.1.1 Wat:-,r rl sa t,,; , 1 r,. c-*xtt?rir,i• :.i#I envrinple mall be dosi noel and constructed in a manner that prevents the accumulation of water NAIL 15HANUON4WAL. WLAIHkH EXTFRIOR a PRO(YCAULKING __..__.CENT. FIN. within the wa�� ,ernkiy y providing a vr�ater-TesistarTt i.arli l k�+slrind the exterio� r I:j:.idin<� as required by Section R703.2 and a means of .- sIA F-A191FRI-n r I ASHING BUILDING PAPER draining to the exterior water that penetrates the exterior ciadding. -- > WIRF I ATH R703.2 Wate esistive barrier, One layer of No. 115 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other srusFLu+rHapproved wa' (-resistive barrier shah be applied over to+�s or sheathing of all exterior Walls No. 15 asphalt felt shall be applied horizontally, with the uppE- la,• - apped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other \1 approved ma :.hail be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No.15 asphalt RIM JOIST t felt or other 3pprci red water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A FXTERIOR S FATIANG + 4'-I' RFAD OF CONSTR ADHESIVE TO BE APPLIED UNDER /� TI Qf .;I101 D 0(.. rX-)0R AND RFT0RI, = " UP JAMB tr, UuE LIUUIO NAIL 8HANL / An romi WrATIrrA PRoor cAui icnc. ,. �� SECT ION -A (SLr. DETAIL WP02) 14EI-F-ADHERE0 FLASHING SEAL TOPS OF K)IyTS UNDER DL(;NNU (SEC DETAIL WP07) SFLF-AI)HFRFr) Fl ASHINC',Y EXTERIOR DOOR WITH DFCK SELF-ADHER � Q _�- w > 1'4" PER PLAN h Z V-0" PER PLAN _ 'v SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER .'i .: z 1UJ • _. Lu U w cc ' I own Ix w � Ca A .0 a , WP1 1 appendages a manner to meet the requirements of the exterior wali envelope as described in Section R703.1. �''f ------ I R703.7.3 Wwk2tr•-r(.,i5tive Harriers Water -resistive barriers s hall be installed as required in Section R703.2 and, where applied over wood -biased sheathing, sr -1. - _ t _ p p _ rneable barrier with a performance at least equivalent to two layers of Grade D paper. The 2D !I Irl.c�iltrj� a '•�°�:•�tl+t-r>��•t'; tvr, v3 � rat- wt ' individual layers shall be ,rtst,ulied Independently such that each layer- provides a separate continuous plane and any flashing (installed in accordance with Section R70:3 a; interidec, to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: `JVhf.rir the water -resistive barrier that ;s applied over :rood hasc3d sheathing has a water resistance equal to or gre;,tNr than thAl. c)f 60-minute Grade D paper and is separated from the stucco by an interveninc, substantiai?y ncn;•,ratr;r absorttng layer or designed drainage space - MECHANICALLY FASTEN IF t�Ut3BERl:.EG I2UE3BCri1ZED ASPHALT , FLASHING JG I.F.A 8 HEAD NLLL) U IN UOHNERS SELF At1HEREl> ASPHALT ADHESIVE ADD (FSIVF 03.4 Flash i ti and mechanically attached flexible flashing shall be applied •s f-LAL'>'FIWCi.tiS:l FLASHING t----SEIr-AbHEFtEdFIL.7YSHItJG--,, R7- hi( I'i t: flashing,, vinyl fla'ytlln �clt L+ +- �"�ppr,.ve rT7etra a y, y g adhered rTterT)Lirane FLANGEDWINDnW shingle fas a (:oldance v1ItIW1 the r(Iarlltfa(:turer Irt,;, . ctlans. Metal flashing shall be corrosion rrrsistant. Fluid -applied nTerTTbrarle5 (SEE uC r ,i, ,tilAu,, J / ^- r • - p used as flash ' ; Belt be aprAied in a ardance with the WalUfacturer's ins#c uctiorls. All flashing shall be applied in a rnarTner to prevent the ., SCORED entry of water ;r1tc the wale c::avit•; or pen+,:trat,r-)rl c)t ;i;atei to tf)« building str-acturaf framing components. RELEASE PAPER Self -adhered r,iembranc s used :as tiashing shall comply with. AAMA 711. Ail exterior fenestration products shall be sealed at the juncture with - 317LF AEk *:Kt-0 IASHwc;. t i��+,:�_ -�� the budding v.:'. ',vith a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and CXTCNO A MINIMUM 6- ^C t44 rAr•r ^ T• , I at`CK;C a �GHC"iNEI►5 a+CYr*r, contraction, V TrVIC1r$1. AAKIA 8 or 0hev apptovec standard as appropriate foi the type of sealant Fluid -applied membranes used as VF R T IC:AI I Y Fitt )M BOTTOM oc flashing in exterior wads shall s.tth AkNIA 114. The flashing shall extend to the surface of the exterior wall finish. Approved flashings IHRESHO(l3 shall be instal�c.,r' at the• foliowing 1o,:ations: pe gs • ve Lind door Ipenings shall extend to the surface of the exterior wall 1 finishorlIV.) wind tra(tde ladle barrier complying with Section103.2 for subsequent drainage. Mechanically attached flexible flashings 2 shoe comply +.°path A6rN4A 11 Fla5hin(i at exterior v it+��lo°e arc, dour openinca shalt be installed in accordance with one or more of the j following 5 1." The fenestration inanufaicturer's rust;nation and flashing instructions, or for applications not addressed in the fenestration 4 manutacturor' ; instructions in accordance with the flashing manufacturer's instructions Where flashing instructions or details are not provided. pan flasi-ling shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in SLI0l .a n`1.111( a to 614r C t '.later to the st_Irfaee of the exterior wall finish or to the water resistive barrier for subsequent c' 2 ` (7) 1.2 Openings using pan flashing shai incorporate flashing or protection at the head and sides. 1.2 1.2, In nceorc,ance with the flashing design or method of a registered design professional. t J� �'j SELF -ADHERED FLASHING 1.3 1.3. In a�.:corcanc:e with other approved methods. Y Y V -ADHEIDE CORNER 1 A in accordance with FMAiAAI't1A 100, FMA, AAL4A 2i')0, FMAiWOMA 250 F' N:IA/AAMA,` WDMA 300 or FMAiAAMA/WDMA 400. 2.2.At the intersection of chimneys or other maso-try construction vrlth frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3 3 Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above .all f rojF+sting tivooc' trim _ 5. 5.WI re t�xterior porches, decks or stairs attach to a wall or floor assemNy of wood -frame construction. i (-,,� 4 6. 6.At . all and rout intcr_,rct+cn•; --- w t H t t t3 7 7.At ,n ('lutterr. -ADHERE:) FLASHl14(s _ H HLU I- LASHING ,2 4 WP08 PLASTER STOP 144 CONTINUOUS BACKER HCN.I (3 :�At aN r' �A FOUNDATION WEEP SCREED IJ --SIkiP(* DRAINAGI PLANL WRti BOND BREAK WRB SF LATH - WRAP OP WRri ON rO Tr IF VFRTICAI st JRFA(:F TO TOP OF F LANGE AS AN AiR BAHRI1 Ft � .. 3-1/7 INCH FLANGE THIS NATU DO 1'N - DRIB' ACCE SOFFIT/CANTILEVER a ar I sIs kin all er Lath heathing Stucco THESE --)L'FAILS ARL (:-IENERIC; AND MLANT TO SHOW GENERAL F LAA'HING AND WA•TERPROOHNG METHODS TO BE USED. _ 7b-' Plaster -' in ;_c;:d_ince.with ASTMC�� t r%d) l CIT43tF11 ,ti' , ' lathe In accordance withASTtwtC1063 mil rJ Uui)cing l}ape( �• lh`, / WP09 ^dcea Screed II)gI Illed A�l po.;ll LEGEND 51r1.1- AUHLItLU 1 LASHING RSAI) DRAINAGI-Pi ANI (DP) Wr A1iiI_R RF SL%TANT RARRIFR (WRR) ROW) RRFAK WEATHER RESISTANT RARRIFR ---- -- tirI i- rURRING (SF) LATH Pt ASTFR ACCESSORY stiEATli1NC.'OW. PLYWOOD. STRUCTURAL FRANING S t HUt:1 Vt'LAl :;r•t r_� r Htty� ) Sifill' % SAF DRAINAGE PI AN(" V/Rri ROND PAFAK WR8 SF I AT]I l' 1 _ ManlJtact. Specs. Mainoin ~` a tt •Tl f O a O Weep Screed 1 1 i2' to 2" Above Roof S ITBa' hing �%. Cement in accoa with ASl l over WO( floor 1 •� I i r I 7/8" Cement Plaster in accordance with ASTMC926 Fell hacked metal lathe in accordance with ASTMC 1063 Building Paper 7116" O.S.B. Sheathing -v N } U o . CJ] U +-• cA CL3 O -0 O co -0 � O a � o .0 LL cu O a+. O > •� -0 � CD Qi LZ O ♦'' 0O t�. Q CZ Q �J V J 0 7.�i.I..I. V CL co w Q z z -, _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufm-t. Spet,-s. 1Z Cementitious Decorative Finish All inside and -'f outside comer will i feed to be miter rout and caulked all 00.butt joints need to becaulked using • . Stampede Vi sire. caulk for II AAY 2 4 2022 AL VIEW ASSIST I Review Assist, IncQD 1,3 Review cvmple'ad p ve Note: The building paper and metal lath IT) d' installed over the top of the weep screed. WEEP SCREED DETAIL SCAI F. NOT TO SCALE pith the 2020 BC th Amine Klahr PX2 0 WPT zp-qlqg Lerner Roa,,5 L Lc '�,'Ill Le PONt�l HAIS D� A66a+Y �uo�.e, &- I