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Home My WebLink About6373 Ten Acre Cti ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE THE FOLLOWING TECHNICAL CODES SHALL APPLY: AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEETob o AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM -ALUMINUM # - NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 j � - a 3 1) ,, - N AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE ,. A3 2ND FLOOR PLAN e ,;,r AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 ROOF PLAN`;':;LO 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN` -` 6,,y2 C) AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUMEco BFE -BASE FLOOD ELEVATION OPP -OPPOSITE A5 EXTERIOR ELEVATIONS 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONSy„ r A6 1 ST FLOOR ELECTRICAL PLAN BM -BEAM OPT - OPTIONAL°, as BLK - BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN Q BLDG -BUILDING 2. WATER - FLOW RATE... OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES BRD -BOARD PNT -PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. _; �-, .� W BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. W SN1 STRUCTURALNOTES SHOWER HEADS 2.5 G.P.M. S3M FOUNDATION DETAILS = BTM -BOTTOM PED -PEDESTAL S4 FRAME WALL DETAILS o BUC - BUILT UP COLUMN PERF -PERFORATED SROOF FRAMING DETAILS 0 CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC -� � w �� CLG -CEILING PKT -POCKET SS RETRO FIT DETAILS R � (V' CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL GONG - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA12 PRODUCT APPROVAL N > o o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE � . PORCHES AND BALCONIES �.._, PA1.3 PRODUCT APPROVAL r CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 M m SH 1.0 HURRICANE SHUTTERS i, } L M 5 CTR -CENTER READ -REQUIRED SH 1.1 HURRICANE SHUTTERS V) Q CJ -CONTROL JOINT R/A - RETURN AIR HANDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS '� w t CO DP - DEEP OR DEPTH RO - ROUGH OPENING DTL -DETAIL RS - ROUGH SAWN 2 O 2 o GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS O ,� o Q D!A - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS �_ 8 6 � < DIM - DIMENSION SCP -SCUPPER SH 1.5 HURRICANE SHUTTERS w Q STAIRS - CHAP. 3 tn V N "c DISCON -DISCONNECT SCRN -SCREEN WP1.0 WATERPROOFING DETAILS L °O E DW - DISHWASHER SIM - SIMILAR C) D a, DR -DOOR SHLVS -SHELVES CHIMNEY & FIREPLACE �— DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW 14 crw EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS �CJ1 EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOG - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL LLi w FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W q -1z � FRDR -FRENCH DOOR VAC -VACUUM U W �o¢ 0�_j¢XaLLcYi0OLL _jo GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U < c' o a z � g z 2 o o Z a Q GA -GAUGE F— I- Ovoaf�ozOROOmz � VERT - VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) O U) O a> z z o z z w p z ov >. a GB -GRAB BAR VIF -VERIFY IN FIELD Z Q<< UJ<-_wz��UOa_ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: LL °- o ~ � o Q Z � a GLS -GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: ¢ O ~ HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL $ HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD O HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ Z N INSUL - INSULATION W/ - WITH W INT -INTERIOR WD -WOOD A:3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD � � LVL -LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: � — LT - LAUNDRY D V A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Z ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING — (0 O MAX - MAXIMUM A.5. DOOR OPENINGS: Q I M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U) co ti MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING a J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED U) V- MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOORLO MC - MEDICINE CABINET FRAME W Q 0- co -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR z < DO A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z (� SURFACE TO FINISH SURFACE Z SYMBOL LEGEND . A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J 00 PLUMB. = STAIR CALL OUT HEIGHT OF Al STEP DOWN SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: � - 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES J FOOTING CALL OUT STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS AO = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER DIRECTION OF CUT UNLESS OTHERWISE NOTED O PRE -CAST LINTEL CALL SHEET NUMBER ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OUTSCHEDULE-SELENTEL ELEVEXTERIOR ATION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE ' 1 <---ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 Al5 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E- ::ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION O O o O r N ELEVATION MARKER MARKER 0 0 0 0 0 N N N N N * C) O r r O O Z O W O O O O O i >OCT W <Z z O QwZ -E--+ z Or W W o 0 U UOU) O W _ \fRA I---0 0 Oro Virtual Review AssL E N NARSWist, Inc. Z a Plans Review completed and approv W � Q for compliance with the 2020 FBC 7th Edition L E N NAR TAM PA DIVISION �y Debra Anne I(lahr PX2300 rl = m=w N Zoo 4600 W CYPRESS ST, SUITE ZOO W 0- 2; NOTICE TO BUILDER &ALL SUBCONTRACTORS � TAMPA FL 33607 Q ° gwU- �.z IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z cn Q 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Q LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE CL 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 z w DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL I ' ' C S 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 THI 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 30'-0" OVERALL 10'-11 1/2" 6'-0" 13'-0 1/2" 4'-0" 4'-0" 4'-3" T-5" T-6" T-10" j& T-0" 4'-0" A I 12 � _� _ (� I- o0 41_811 ELEV (-) ' •= HB M _ a a a 13 0 0 I n L A [3 '9 -8 1/2" 6 I I -I-- ow �w O li z 13 l vcnLO I Ir _ - _� �- I I �� U 16-2" 1 T-10" C.J. C.J. o � 5 � li ill _ d I I B s �+ ao 11 a � 9'-5 1 /8" ELEC/PLUMB O GG `t S3 / i CONTROL JOINT — — — — — — — — —/— — — — — — — — / — I — — — — — — — — — — — — — — T-3 3/8" FOOTING / o I I Lo STUD �� /-� COLUMN W/ (S) HTT4 AT BASE z IO - U 7 3/8" z WT-3 Z-4 7/8" IGM K I z LAV 9 rn OIO T o T-9 1/2 SS3 o U_ U zo WH D � w ch 2 I --------� 1 6$ 13 I 0 �, T 10 � Nrr I I 8 I CC I S3 11 I i a ELEV I S3 2 U_ I �© Iz U I I 1 a o I� o� �� N� Z -� a I Ig - I i M T '-4 7/8' I� ' Z W I WC Iz I I U 1 o B IOU ( v CONTROL JOINT I N— — _ — — — — — — rt — �� 1 T m X: I D _ c, SEE DETAIL D/S3 I I 1 q Ib N FOR FRAME WALL I I � I CMU TO ONNECTIONS CONNECTIONS-----, L(�B LO 1 FOOTING C?I I o� co C3arl I oUl 13 0 v N O M 9.1 0 co cn N I co N ao N N 0 0 0 4 4'_1 V_7 7ip L0?co -- A Cn (V = d d 0 13 v d13 dig J S3 C ELEV (-) 3 1/2" 16-0" 1'-4" V-4" _ C)::- I- a0 20'-0" 8'-8" 1'-4" a 30'-0" OVERALL FOUNDATION PLAN (ELEVATION A 1 /4„ = 1'-0" 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) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R E3 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) _ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= 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 AUTHORIT•t TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9 1/2" WIDE RECESS 2D NOT USED 3D 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24 SQ x 16" DP #5s 6 O.C. EA. WAY Q MONO FTG I 16" x 12" DP (2) #5s CONT. \/V\ Virtual Review Assist. I Plans Review completed and fer compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 f. u N cli #. J N `r 1 • 11 y 0 co LO Al `01 -05Ak t� Al Z CC .'. O w 0 z a ^` F � W L '0 cq (nC t ' /n V U P n' i= W i L p W p ;' o O �o Q •N i w CN W V C L p Eri 70 c W 0 W w WW P W J W� O, O ha Q -j zfr z ofz)�_a0a�a,VO2-�o Q f- U 0azLL220~ 0,fx0o12foomp= U 0Z n~wWFWWWnx�QJQ QOgLLH�_Q ZW OWpW�pWLL Oz Q o W oQQ< LLa o LL O z N OW _ I— i (n O 0�cMO J LO C� LL ti z W I'1 (M 00 <� Z CU Wz W Jc:) O M w 1 1 1 1 1 I 1 � � � � I 1 � � � � I C)C,O O N N N N o000 N N ti _O N r- N O N C O O _O O CN O z O NIO w o 0 0 0 0 l LO V J } F- zz W C)�"� W z z O U WOO UUco �zj �-0 00rL-j a z aka Ww< N 0 w zz o O J- QF-� . . N p zwo Q U a-ZLL LL z a- � z �� pC) _0 F—m z Al z Lq W J � M W O > O LAST PLOT DATE . . April 29, 2022 z 0-0 0 J MONOLITHIC FOUNDATION PLAN A 30'-0" OVERALL 15'-8" T-0" T-4" 10'-11 1/2" 6'-0" 13'-0 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2"00 00 ce) o SH 25 co HB LO ti co HD AT 6'-8' r� (4) 16" 60 DP SH - `r' 777 ANTRY M r REF d N 7 5/8" 1 -4 1/8" -1 3/8" �* 6'-6" 17'-9 1/4" toss '�&'-l KITCHEN Co 8'-8" CLG FLR FIN oo LINE 7 5/8"1 1 /8" - GREAT ROOM ---- _ —� 13'-9" X 17'-10" 8'-8" CLG 2x4 KNEE WALL TOP k O @ 34 �' 1 - t::/IW � p r ° 1 00p C F ti 1 i i rn 00 Q co LO SINK W/ c� DISPOSER N 1 1 J (2) 2X6 I � S6 I' Q/S4 HEADER 00 FLR FIN LO LINE c' 7 5/8" 6-9 1/2" 6 12'-2 7/8" "' 6-3 7/8" o> (4) STUD COLUMN 00 Ll N .— Q , z X BEARING o = M Q t° WALL (TYP) DINING 11'-11" X 6'-6" °O cm cn 8'-8" CLG zo `T � UTILITY RM N 8'-8" CLG N (2) 2X6 N Q/S4 WHO INSULATED HEADER— V 4 WALL 20 MIN FIRE RATED DOOR W/ WEATHER STRIP PROTECTIVE INSULATED BEARING A BOLLARD BEARING WALL (TYP)- WALL 7 5/8" M 0 N �Nl plli Iiii rI IN ►0 ► 4 .• W. ►1 '_CLG _ Fo to 1J L TP 10 CC 00 e --- TWO CAR GARAGE S3 $ iv 8'-8" CLG 36" H 7 --- LOW s --- WALL --- 0 5 �' FLR FIN LINE 4 --- INE OF GARAGE °O 3 � EN — — — — — — — — — — — — — — — Z-' A 1 2 36" H POSITION I I FOYER U CONT I I 5'-11" X T-T' HAN DRAIL-j 8'-8" CLG SEE DETAIL D/S3 FOR t! ) H AT 6'-8"I FRAME WALL TO CMU H.B I CONNECTIONS I �- ENTRY 00 TE PEREDI _ 8'-8" CLG I I M 3 1/2" 2 I d 1 16070 I A3 8" 5'-8" 3'-8" it r � m — —— — — — — — — — LINE OF 00 ZBM H 1 FLOOR ABV 16'-0" 1'-4" 1'-4" 8'-8" 1'-4" AT 8'-8" 20'-0" 10'-0" _ 30'-0" _ OVERALL FIRST FLOOR PLAN (ELEVATION A 1 /411 = 1'-011 A3 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 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 Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 OCT 18 2022 \/V\ Virtual Review Assist, Inc. Plans Review completed and app for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 -33.9 r� a.. y, N N O y N Un W O Lr) e � r :. Q 4�v W 0 w z Q n'(D LO rL-o' E > '0 M O VJ ' �c v N c) U �°- D 0 2 0 O �o Q 0 —t .N }< U w Q N W L cO E ri .5 W W W Ow v6 w0H �Q T >� T_< z� z LL Q U QOX JCn W>O(n�O�O a z > �W °WoZoWoWmZn>_� JO 0 1= 0 00'L�zWw _ �LLo <0�_j O Z Q'< <FnZ2Wi32Q CL a LL 00Of 0 � 0<<of o LLQ �aLL O O z N O� U)Zti 0 � co O Q w (') � U)LL ti < W < Lq z Q Q 00 z �— >U > W W JC:) O 1 1 1 co I h I O O O r N a0000 N O N r N O O N O O C) O � r r O N O I i ' z O CLO W o 0 0 0 0 l ; CO VJ Z W Z o�W -� }+ W z � O v wzz WL)- � z 5; LO —0 O Ow- Oda Q z a -a H W Q r-4 = m F w N 0 F-F-.,.E cV 0 pzo= W�� . . N O Zwo Q U LL gZLL aZ J OU o W z z z coW o0 0 LAST PLO f DATE April 29, 2022 Z0 J 1 ST FLOOR PLAN A O v N 0 N io 4" 16-7 1/2" R&S O jo C1 (5) �- — — SHLV I v WIC -0" CLG I zo 15'-0 1/2" NL 5-3 1/2" F 2668 Of OWNERS BATH 8'-0" CLG N TB I � e I R&S SHW HD & VALVE 60" x 36" SHOWER PAN BEDROOM #5 10'-0" X 10'-1" 8'-0" CLG RETURN AIR BELOW T-2" ig 30'-0" TOP Ad T 18'-0" OVERALL o 10'-6 1/2" 2'-10" 00 r O SH 25 SH 25 01Q HD AT T-3" HD AT T-3" EGRESS iw e N 0 e 15'-4" 4 AHU k — 1'-11 1/2 N ON M M CV T 5'-2 1/2""d' T-8" N V — — — M OWNERS SUITE 15'-4" X 14'-0" 8'-0" CLG LOFT 13'-4" X 10'-8" 8'-0" CLG 13'-4 1/2" R& S (2) 2068 BF I T-5" T-1 5/8" T-1 3/4" R&S L— J JLC (2) 2068 BF 6� � 2668 22"X36' ATTIC O P - ACCESS 1E (V ti BATH #2 '` CLG BEDROOM #4 2668 TB 2668 �; 10'-1" X 10'-7" 8'-0" CLG tc 9 8 MU) U) 7r` W c=n Q 0 126628 BEDROOM #3 s o W 11'-4" X 9'-8" 5 _ 8'-0" CLG m CO N � a e C3 4" 10'-4" 1'41 /2" j.'-3 1 /2" M 1 V-7 7/8" BEDROOM #2 I eco 11'-5" X 10'-8" I SH 25 8'-0" CLG I I co D AT T-3" O - o EGRESS N I 06 I o0 N (2) 2X6 HEADER I SEE M/S6 - TYP. 2ND — — FLOOR WINDOWS I R & S SH 25 SH 25 HD AT 7'-3" HD AT T-3" EGRESS T-2" T-2" 14'-4" DN M L7U. i bo :;r SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 STAIR SECTION 1 /2„ = 1 '-0" WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 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) SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO 'iE 6'-8" IN ACCORDANCE 1W1 FBCR R311.7.2 ,. 10" dj" NOSING 2'-9 1 /2" T-2 1/2" 5'-8" 10'-0" 30'-0" RISERS CUT FROM OVERALL 1 x MATERIAL TREADS CUT FROM ---2x MATERIAL SECOND FLOOR PLAN ELEVATION A 1 /411 = 1'-011 (3) 2x12 STRINGER ---I STAIR DETAIL NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. oy NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 I WALL SPLICE DETAIL N.T.S. GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK" = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TMALL TYP. U.N.O. SEE PLAN Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition Debra Anne Klahr PX2300 N N O N rn N v L0 0 00 LO C< Q Z W O W 0 z Q E 0 �} 04 ��c >' E .L L O W 2 ` O _Q Oro o 0 Q -i .N Ur, _T< w Qv h W V >V. 00 E. 70 0 1,11� N w W F W J W 2 O � J � Z � Q z H < Q 0 Q°XJz��OW200 ~ G�iwaw�WOww�O�¢Z)}v O Z <F- WdFnzwZO�opa LL Ow 2F=� �YOQQ Q O� oQQof w Q O F— LL O O Z N O� (1) D r-_ Q I-- CM O Q (/) M � J W � 13- co a 00 Z U W W O ONE O O N O N O N N N N o 0 o O o N r— O N c— N O O N O o O o C) O N O I I z O NU') W C� 0 0 0 0 l I Li > N Cr) d' LO VJ Z~ zz O .� W ? z Q V WOO VUV5 Lr)eeeQ O o r Q Z a_a �— r Q rl = m[tw O N �Om . W�� N O ZWO Q Z U u_ gz� az ■ Q F� .� � pU o ar z z z w W J 00 0 0 LAST PLOT DATE . April 29, 2022 Z0 I _J 2ND FLOOR PLAN GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT OCT 18 2L22 Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEVATION A 1 /4„ = 1'-091 i a a N �• w. 04 N a LO C) 00 LO �M� a ,! a e AP,, 0153 `4An Ta• < w 1 4 tF p w 0 z W L `O C'? U 0 r),v Gi } I) D �M U A (`') t o p 2 o rnrn o O � Q V -s .'^ aW / � iU �� W Q� N L cO E M a W /I-r�►► w Uj Uj L Uj O F- LLWof(4¢FmYz�W Q20 LLF<Q < l�VYy 0Zza()o�L' vJzVC3X�-� �}o ZJ)WCLW �fn W WW¢� aWQ-zOW O _j<¢00z ¢LL O W �F-F MLLJ ¢ OO� o =) o¢zC W ¢ O F¢LL Z N OF_ S2Z)ti �_7 M O Q U) M U) L W M 000 zv� Z W CD O c I r I 1 OO C7 O r N o0000 N r O N N O O N O W O CD N 1 1 z O NL0W o 0 CD C)C3 1 I i > r N M d' 6 i i ' Cr CO z ~ zZ C)4_0z� W U Woo U U CO z)z 5; O 0111- O�0 Z (L F_ WWQ N F-�w N � Zoo W t1 Q�0 N O z0,0 Q U aZLL LL Z z �z U � po z Z W W J � M W O C) LAST PLOT DATE O J ROOF PLAN A SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /4" = 1'-011 CD LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED O KEYNOTE LEGEND KEYNOTE ANNOTATION CD BEARING WALLS �2 A/C CHASE 22"X36" ATTIC ACCESS O4 STAIRS AREA TRUSS NOTES. - THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PANS 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. 3v-U 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO y✓ w w 0 w L �,� TRUSSES W/ MTS16'S. ,Z 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. CJ1 \ E. 7 CJ1 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS b OTHEWISE NOTED. CJ3 CJ3 0 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR is OTHER CONNECTIONS. CJ5 CJ5 DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. A7G U=1020# \ �1020# A6 NOTE: j ALL VALLEY KITS MARKED "VK" OR "MVK" ARE '�\ CONVENTIONALLY FRAMED. PLEASE REFER TO A4 ENGINEERING PACK FOR DETAILS \ NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK A3 o WALLS. N N • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. 2 SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. i 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. ? 3 I I q NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE A2 IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. 0 0 A3 COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES A4 12 A5 12 U=1328# HEEL= A8G B1 PLUMB _ 2X4 CJ5A B2 d `e q q \ FIELD VERIFY CO B3 CJ3A TRUSS HELD BACK B4G"� �� cJ1A 3/4" PLYWOOD q C1G 3/4" SUBFLOOR CJ3 C_ C_ C_ CJ3 "' > y C9 CJ3 o C_ co CJ1 Ell J CJ1 O ys WALL HT. BASED ON 8-8 A.F.F. 1 W s� LABELED END MARK 14'-4" 5'-8" 10'-0" Virtual Review Assist, Inc. HANGER CHART 30'-0" Plans Review completed and approve for compliance with the 2020 FBC 7th Edition 4 = HTU 26 SIMPSON by Debra Anne WhirPX2300 (SIMPSON) d a = LUS24 (SIMPSON) J l = THA 422 (SIMPSON) Total Truss Quantity = 134 SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /4If = 1 -011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 I U 1'-0 5/16" I.2'-0" I.2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATTENTION! 30' SDanlor less DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 60 degrees or less 30, to 1/2 I I 2/3 to 1/2 1 line 1 span approx. Jim f span approx. REFER TO BCSI -B1 Truss must be set this way if crane used, Truss is an example, your truss may not match. Insist crane operator sets truss this way. (�0enercl Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7 —1 6 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY ►�i�i�i�i�i�i� �I�iI��10% LOAD# DESCRIPTION INIT. DATE R101 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 MOVED FG2 BACK &EXTENDED FT7'S ARZ 08/24/20 RD01 REV. ENTRY JRH 10/30/2020 RE01 NEW CODE LCA MAW 1-14-21 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECTVARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC OTC LOT BLOCK: DESIGNER PAGE RFS DATE 1 8/19/16 LAN# SCALE N329220R 1 4 =1' ??? 11/18/02 9:52 AM CCA48.dwg I I 0�- � .n 1 �m ems' "es ww ` N ® t F 4 ,V d ;Yr�f f , 3° a a m ., - �� ✓ N C) N �:a},i a e 00 k LO 6.N 11 11 W 2 O 0 w 0 z Q SIN > Lo O � o _W L '.M u VAC I. N V -0 % A' w W i t M j O ` o rn 0 V/ } o 0 Q _sue �N U w Qv N W Q E co O'er m WIOaW qua n O~ az0 �.J Oo 2 >�Y � O LL QI— Q Jz Cn Cnw �ofZooOo0drnoZO�E57M ncw�c�nW<O �z IW;W<626 a<LL o <oOz LL Q O F— LL O O Z N 0 4 jcU)o (.0 C) coO z Q J U) L L -_ ti U) I— 0_ 0- M 0- Ib Z U Z W J� O C O O N O O N N N N oa000 N N N N N N O O N O 0000 O O r - O N O 1 z NLO w o 0 0 0 0, I � 00 U) }F- zZ C:)-40 � w z� Q U Woo CJC)(n -0 z)z> LO O o�< Q Z a -IL r �p ww< N 0 m�w N Zoo w �- Q?z) OU 23:2 z o Q gW w,Lof Z az co Z pU o.. _Q W Z z z J W co t_ 0 0 LAST PLOT DATE O April 29, 2022 Z �' J 2ND FLOOR ROOF FRAMING PLAN A 4' OFF SHINGLE ROOF RIDGE VENT (A45 5 12 III III III III 12 5 A5 � SHINGLE ROOF I - O.H. z A5 7 b= v A5 - r B 7/8 STUCCO `" _`o 1 OVER FRAME-----, `,� 12" PAINTED RAISED STUCCO BAND DRIP "V" SCREED 5/8 STUCCO I OVER CMU-� PAINTED METAL GARAGE DOOR INININI MININ ■ ■MEN ITE7 A5 FRONT ELEVATION A U 3/16" = 1'-0" _ ELEV AT 18'-0" Allk SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD 7 A5 CASING BEAD W/ WEEPS OVER 12 FLASHING 4 _ ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8-8 FIRST FIRST FLOOR CEILING 6" PAINTED RAISED d TRIM BAND `° 6" PAINTED RAISED TRIM BAND ELEV AT 0'-0" FIRST FLOOR FF 4' OFF RIDGE VENT 6 SHINGLE ROOF A5 12 5 12 z�_ �w - 7/8" STUCCO `V M L � OVER FRAME C.J.1 SS C.J1 L 14'-0" WEEP CASING BEAD SCREED W/ WEEPS OVER FLASHING 0 bo 60 ao io V5/8" STUCCO OVER CMU Ilk REAR ELEVATION A 3/16" = 1'-0" _ ELEV AT 18'-0" SECOND FLOOR CEILING ELEV AT 10'-0" - SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING _ ELEV AT 0'-0" FIRST FLOOR FF A5 12 5 12 5 _ ELEV AT SECOND FLOOR CEILING 718" STUCCO N M OVER FRAME C.J.I C.J.I C.J.I CjI C.J.I 6'-4" 10'-0" 10'-8" L 10'-0" 6'-4" 3'-U 4 Ilk- _ ELEV AT 10'-0" Alk SECOND FLOOR FF DRIP SCREED ELEV AT 8'-8" WEEP 5/8" STUCCO FIRST FLOOR AT SCREED OVER CMU ELEV AT 0'-0" FIRST FLOOR FF 3 RIGHT ELEVATION A 3/16" = 1'-0" RIDGE VENT-, - •.��I■I�1�1■1�1�1■I�I�n�i��■�■�II■I�111■I�1�1■I��... ■■s��■■■mow r "m�.._ I I I I I I I I I I I I I I I 7/8" STUCCO - —OVER FRAME 12 Y I C.J� C.J.I C.J.I C.J.I C.J.I 3'-4" 8,-8„ 8'-8„ 8'-8„ 8'-8" 3'-4" %-5/8" STUCCO WEEP OVER CMU SCREED CASING BEAD m W/ WEEPS OVER FLASHING LEFT ELEVATION A 3/16" = 1'-0" _ ELEV AT 18'-0" SECOND FLOOR CEILING ELEV AT 10'-0" 4 SECOND FLOOR FF ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" FIRST FLOOR FF FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) \/RA -- Virtual Review Assist, Inc. Plans Review completed and appr v for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 04 7 ', <v r 1#4 J 17op LO O a lLO Y }(5 , f4U Q 1 N I.L y t �04'bb d w 0 w z > LO - E i o O r-, W VJ Q CY)� 04 N U Q-- 0) - A' i L 0 W O' 2 0 at 0 0 6 Q U6� —,_ •N w QN i o EM a LLJ 0 LU w ❑W H W J W O CLLI <00Q�¢�VO0_O Q I- ~ K O�u- OOROOmzaOWw FQ Z ItQ U) az~z�¢pU) O�o�❑O <Qw<_LL1ZaQ IL OW F YU oLL Q ❑Z Qa�o Q w O 0 Z CV 0w CO Q co r- LL U) ti M Z00 U W J O O J d' co O CDO N CDr N N N o N N 0 N N 0 N 0 N 0 N N O r O N O 0 1 O r c� r r O N O Z O NU-) w O o 0 0 o In COLO wZ� ¢z O W z uwi O wo_o V ozj z LO —0 0 o�0 Q Z CL � � F_ 1x W N m�w N ZOO oT_ W <�_-.D • N O zxo Z w aZ� Mz Z �� U J 0 _o W z ¢ z z w W C3 co 0 0 LAST PLOT DATE . April 29, 2022 z 0 EXTERIOR -"I ELEVATIONS A ELEC METER L — — — — J FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4" = 1 '-0" 1I ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bars Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS 0 C T 18 2922 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1/2" DOORJAMB DUPLEX 19 OUTLET c0 TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz kTC SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR ®= 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -© 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 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 0 SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9;:24:F1 24" VANITY LIGHTING F,;-,36:;;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT Q EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND C3 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER IM CHIMES (DELETE W/ INTERCOM) MASTER STATION -N&D ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER 0 THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. to D ^ o W L i 0 r? U M C14 v �I~' C)V co -0,co Av� W L O 2 0 VJ O 9 Q S .N w O'er N � V �� C i o EM 9 70 0 �1� r L— a _0 W �LLI llj wOH- �Q T _j W~zW z O OLL O a0 I— ZLZ2Ha_JOQLl OW0-WOZOWOOmO�U�ZQ J Q OZ p O_'~W WQ�Q �pQ LL Uj 00W o oQz<Q LL Q 0 F- Q LL O Z N OW 0E-cMO Q w CM � (1) — z < W 00 zv� W W JC:) O d' co O o 0 0 0 0 Nti N N O C)Co N O C0 C)c- O � O N O i 1 z O (V ILA W o 0 0 0 0Lao l I i > N (`M 4 L6 ' Cr w Z Z W Z w C)Q �--+ Wcy) Z Co O O v W O �Z> O Oro Q z CL�a LUWQ m L- w (V Zoo W Q�Z) 0 N 0 2;�g zoo Z U azLL LL �z 0U 0 m Z z z W W C) 0 0 LAST PLOT DATE O April 29, 2022 Z _ 0 J 1ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (ELEVATION A AND R 1 /4" = 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. Virtual Review Assist, Inc. ) 'It - Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH ifl SWITCH ° 4 1/2" DOORJAMB DUPLEX io OUTLET cn TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S r� SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 9 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" 10 PUSH-BUTTON DOORBELL -ly} CLG MNT LT FIXTURE }- CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: ALTERNATE TUB/SHOWER ND OPALEX - CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR r-U-18= UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24::P 24" VANITY LIGHTING F;—= 36 :;;� 36" VANITY LIGHTING 48- 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND Li 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION -NiZI ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER O THERMOSTAT GTI 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. n` A' LO E W > O 0 W L 10 °? U A' W L M S 0< Q •v% f , w to cq 00 L C) � ri 70 a 70 W W C1W Uj W0 r-QLLJ Wa�zw Z Of02_j<0<�<OfUO0J� W aQ S�oaZLLLL°Z20 F- F- awwwozoxoomz �� O 0 O Z cn�a�cnww�zLLW<0Of=, Q�WOIL gra-UZgwp2U�Q LL o� o Z o<zW < ,L a o F- w O O Z W O� z 0)O �c Q w CM Lq W ILL ti Wz < W rJ7 M Z U W W JC:) O 00 I I I O N O N N Q 6, a t�} O o N r O N N O N � O N N O O N O 0 O O r r r CDO N Z o NLO W o 0 0 0 0 l I � 0 M ( n _ r Z ~ zz rV C) w z� 0 U woo UVFn 0 ow- r Q Z a�a �-- �WQ ft w M N F-M N z0 == w ¢±U) N O zoo Q Z f, V ZU_ :5 w az Z � F 0 J O 0 W z z z ■ w W J � M W 0 LAST PLOT DATE April 29, 2022 Z}i 0 J 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308,4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND ASIMULTANEOUS 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 L/240 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-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO GO. 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE P 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.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CQncrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ICT 18 222 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 T N N N 00 % O co LO S Q y� E y„ W X 0 Z Q SINn, > O 0 u (y) /� ■�■� M 7 Uco M V/ 0 B 00 O �o v Q U a) Q _ � Ln w Q: i o Ec 7� W U � uj C Lu 0 F- E 2'Q~ZW Z Q _U QOX��0�lyWLL00LL J0 O O"O OOm0ZQQ ia- 0 F-- 0 Z z Z v _3Oa>ZYOZZLL0WQa U) 0 LIL z Q�wOgIQ-� �Wp�0IL OW ZWW Q 0 a LL LL O O Z cV OW i%) ti U)M 0 O LO U_ Nt C�C G U) - Z<>-<00 Li- cM Z CU F- W W JC:) CD C0 I I C)C)0 0 0 o 0 r- 0 r_ N N N N N N O O N o o � O I I I I I ' Z O N Lo W W o Loql;l . > N CO cr 07 CO w }~ Z Z C)QW W Z -ZZ O V U1300 V cn �z> L(') 0 0l-o Z a �a l WWa m�W ~~O N Z0 W <F-� ■ ■ N Q 0 Z �wOf d Z LL Z ry Z � U � 00 Z SNO Z W W W o 0 LAST PLOT DATE Z 0STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EF'ANDED METAL LATH ATTACH��IENT. METAL LATH "JAI L SF EATHING 1 1 2 l I! �1 Lt l ITS' T41 ..I �I I I 16tSA. 1-1'+2" LONG (3/4"-1'" CROWN) STAPLES (, 6"O.C. VERT BETWEEN I I M4)c t I l I j _ 6 ,Ax1-l12" LONG (3/41"-1 STUDS (NOTE'D THUS:—)- OFw=SET I I I g l CROWN) STAPLES @w 6" STAPLES BETWEEN STUDS AS SHOWN ... ....... _... _ 0,0, `PERT INTO STUDS (NOTED THUS:—), METAL LATH ATTACHMENT DETAIL REV. 09,24.21 SCALE: 114" = T-0° "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR T PA/JA,X*' 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. 15'4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE c_' J++ 15/32" CDX + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap ° f # 1j FILL CELL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap ° f # 1j FILL CELL STD. 90° HOOK BOND BEAM U w - Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG HIGHEST I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock PLYWOOD FLOOR SEE PLAN FOR REQSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. A 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high 1 or--20 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" 110d) nails at 6" o.c. Q ' Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1%" ROUND HOLE MAY 6. 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Hole Diameter(in) 2 3 4 5 16 7 8> 8.875 ,10 11 12 13 R.eotan uter Hole Side (in) 2 3 C� B 8 9 10 Any 16" joist Span (ft) 8 V-0 1-1 " 1 °-2" 1 `-2" V-3" 1 " 3" 1'-7 1 --1 11' 2'=4" 2,-9" 3,_2" 3 7„ 12 V-0- 1'-1 1 -2" V-2" V-3" 1 9" 2'-4°` -2 11 3'-7" 4'-2" 4'-9 16 1'-0" V-1 " V-2" V-7" 2 5 3'- -10 4'-9" 5'-7" 6'-4 ' 20 V-0" 1'-1 1 2" 1'-2" 2'-0" 3-0' 4' 4-1 5-11" 6'-11" 7'-11 8 11 24 V0" V-1" V-2„ V-3" 2'-5" 3,-7" 4,_0. r='-10" 7'-2„ 8'-4 9'-6" 10-19" 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. 1Y" 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 1)/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s� BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 6-8d 16" 2-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 3 TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. �_Jnstall tight to top flange. A v/ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° a SEE PLAN FOR---'°• a .. FOUNDATION INFO ' d STEM FOUNDATION GRADE . a. REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN 40TE: JPLIFT VALUE S BASED ON '). P. F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE 4' Q..a is . I II-I=jI I— 1II1I =;III,—�1II_Illl— • II II '• -1/11 I II aa.=�1 I, I-1 I MI I r )E I I IV SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE z a .. n A Y 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 a a -----� - a.- -- 4G. d( .- .d II-1I1-1I1=1I ` a II-1I1=III: 11 OCT 12 ��—�---tom. SEE FND. PLN. SIZE & REINF. Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 CN N •� ,,_�".� nJ ��..P•r, a X` N dam' n t LO o LO LO A k ' Z w E \ Q w z Q to Q) (D L E n, > O OU L .O,0? - 04 /� ♦, M V V -0-0 2 A� s (00 2 0 o 0) 0 L- o Q Vi�� ' —t tn V LU a� W L 0o E ri W 0L uj w0� �Q W � o< zW z Q Q U ¢nXJzW�0z2U�O0QO O O CYW 0ztEOOMO F- U Q O (nWo_�zww�zu�Qo�� O Z Q~a0UJ ZWz0a ��F- 2w 0 Q IL Ow z 00-1 p Z) �Q 0 w wQ O O zW O� ti pl..=�0 Q cM � LL 2 t) ti z Lo 1— 00-0 0- Ch QUQoo W W JC) O r I I I 00 C) CD 0 0 0 0 0 0 N r- N NCD O C3 CD o o o I I I I I I Z O U! W WLU cq I I I L N M 4 CO Z ~ Z Z C)Qw 110-0 W Z� zz 0) O U �00 -0 Z)z �Zj LO -0 O o�� Q Z a�a 9 � �LJ � 0�Q = mew N U �- I.-� (V � zoo . .N 0ZOo ZOO r— z U 0- Z U Q o0 W Z Q z UJ J 00 N O LAST PLOT DATE Z O STRUCTURAL I 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/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjdk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7 O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90' HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M 3 1/4" BASEBOARD ILL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER W MUNICIPALITY. c\' 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 (V , cr, co I r - 0o 2 00 6 MIL VAPOR IIIII p po I —I 11= - III= BARRIERIII - COMP. SOIL. 111 I II I D = N (COMPACTED TO 95% —I I I I =III —III 1(— MODIFIED PROCTOR III I I III —III —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS SEE A/S3ORJ/S6—` IIIII ll lFFAl Illiilll; FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6x6W1.4xW1.4 @ 6" MAX FROM END OF 2 x PLATE � (2) #5 CONT. ON 3" N CHAIRS (TYP.) WWF OR FIBERMESH ° �I I I=III=III=1 6 p p I I=III=III=1 I I; o III III III I I III I If I I - 'I �]- IIIIIIIIIIIIIIII I p✓ ° \ IIIIIIIIIIIIIIIIIIIIIII�,I' 1 8" 1 '''L8 l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r `o ELEV. 0'-0" . L`4' A.F.F. d. /r a .a . a A. d A, a p a a ° ELEV. -0'-3 1/2" Q' a a O d'a a e ° 2x4 CONT. a. ' ° ' A.F.F. O d d ' -a .. ILL d - a CD ` GARAGE DEPTH VARIES a ° A _ ..:a A. b GARAGE SLAB AT STEP - rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS TYP 2x P.T. PLATE ASSUMED FINISHED 'Ill'III n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 ° FOR CLARITY °pp p ° ' I —III —III —III —III —III _I . ° ' � III —III —III —III —III —III z ' I —III —III —III —III —III —I I � NOTE: g. ° p p III —III —I I —III —III —III- N *FOR BEARING WALL I —III —III —III —III —III='' '� W/ UPLIFT ONLY -III—III—III=1 I 1=1 I 1=� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ib a • I I -1 I__I=1 11=1 11=1 I I-1 I I-1 11=1 I I ----- _ =1 I 1=III=1 11=III=III=III III III III (1) #5 REBAR w/ OPT. =1 I I=III=1 11= I I— I I —III— 11=SCRE0 ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CN I-- . -11IIIII� — 00 - T=III—II 1=4111=1 —I SEEA/S30RJ/S6--- -IIIT1 Ill�i,i_'' 11�61_Ir_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC 1RY) V-8" (2 STC 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 %" 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/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. ' D t> D -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH =I I 1=I 11= I'31/21min.)- 4" co 2 31/2"(min. - 4" 1 1=1 1 I —I- -_ II- ' III=111 III=III=III=III III —III I'' (2)#5CONT. II 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP a SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SCALE: 3/4"=V-0" .\:4 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" 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 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 [� LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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 Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° oo si] p FINISH GRADE � 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60k —III— — 6 MIL VAPOR BARRIERII I II I II I I o ° I I=1 I I=I 1=1 I °O R 1 7/8, I I I I III I I —I I I I #5 REINFORCING BAR I I —I I I —I I LA I I=I I I- T z -' I I I I • III —III —I"="'=' � #5 I AP SPI Il'.F COMP. SOIL. (COMPACTED TO IIIII p a . . 11=III=III- �—III IIII—III�III—III—II�I—III,IIII1�95% MODIFIED PROCTOR ASTM D1557) 4" I- ' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x d P. .a a' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 CV Cl) 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI` INTERIOR CONCRETE :04 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c\\I 'v WWF OR FIBERMESH 1 a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 C3 1/� 2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 31/2"(min.) - 4" - � 1=1 I I— —III—I t I I-1 iI I I I 1=1 11=1 11=1 I I III —I I_I I' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=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 p J g I � III —III —III � W I=1 � I=1 I I 11=� p• 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO �j 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE 0� j Q w SEE PLAN FOR STRUCTURAL �_ w COLUMN SIZE AND BASE 0 W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS IL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS CY, FILLED SOLID (SEE PLAN FOR LBRICK SIZE AND REINFORCEMENT) PAVERS or B PER 0'-0" FIN. FLR.�, COMMUNITY SPECS (2) #5 CONT. —1 I I I I I ON 3" CHAIRS (TYP.) 8„ 1'4' 1/2"(min.)- 4" CC S3 I.- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II—III=III—III_ o III III=III=III=' :- N TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G SCALE: 3/4"=1'-0" �S3 VAKIL6 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH M <. a — — ' . d —IIIII-III,-I I II; N a - I II, � I I a —III- SEE A/s3/J/s6 =1 I I „I I III III III „_ I' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. S�' ' Cl) 00 GRADE _ d d d• 1=1 11=1 11=1 11=I' III=III—III=1 r Lu > o o -III I I III I «� . a• . 11=III=III-, z a — ° _ Q ' I �=1 —I 11=III=III=III I I III=1 I I =- FOOTING J -III III=III—III—III—II III—III—III- II,;III�IiIIlllilllll�llll, BEYOND AD REINFORCEMENT-)3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rRA22COT 18 2' Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 I - N N O N -- 0 TS;m N ✓ ., LO ' �' "� ✓� °e i 00 LO W O w 0 z Q �N N LO ' E W 16■ 'L "O O 7N C , V) U s o Y/O 22 o O �� m Q .N w Q� c� c L o E� 0 -_ W W 0LL v� WO0E 7)f-Q x wgzof z ;�_jC/) Ir Q Q LLUO0 J0 �00QQz�LL�2�0Zaa I— O )W�WOOp (LImzS U QQOJ 0OOa LL �cQQ l-6 ¢a�ZW o'er oaz a OE LLQ o aLL i O O Z 04 OW >U)O �U)M 1� Q LO LL U) ti W wo 0- M r Z U Z W Wo J O Nt M W ° ' I O CD 0 0 0 N 0 N 0 N 0 N N � N N O D CD o O O o I I I Z O N Lo W o og CD CD I I I LO N.; vi 4 M� V J Z zz W Qw �--+ O �--+ W z co 0 0)0 V1 o .� 0 owj 0►-_0 Q Z 0- I— �w< Lu w (V 0 ~moo (VZ 0�= 0� ■ ■ N 0 z� Q Z U ILZ� �z Q OU O0- W z z z W 00 0 > C:) LAST PLOT DATE Cq O z 0 STRUCTURAL DETAILS - MONO 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION N (212x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 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 ri SCALE: N.T.S. SL� 12 \SNP) SEE ELEV. I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II 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 JAI SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24' 0/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 NAILS 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 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / • • • , . , • - • milli .1 �' HEIM MEIN 'lll— MEIN 11 milli II I NEW IIl�■ / NOTES: - lO 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 BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) 4Q OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J a 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET q. GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/811 8" 7 5/8" 8" ❑ SOLID AREAS ARE STEEL AND GROUT-1 DOOR OPENING ❑ ❑ DOOR OPENING ❑ F ❑ u ❑ 12 (TYP.) SEE ELEV. 30LID AREAS ARE STEEL AND GROUT ULL8 8 16B O SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER x x L CK SIMPSON SP2 wl (12) 10d '-,Al NAILS AT EACH STUD DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN :7 MASONRY LAYOUT LL MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a THAN 50% OF TOP PLATE WIDTH INSTALL. SIMPSON ° d DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /GARAGE , SPLICE NAILS TOTAL) EA. SIDE OF / DOOR ' s�B,SPLICE STAGGERED J-BOLT TRACK BRACKET sFFpNpNGv 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) vvvn 1 nr�.r� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (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"x10" 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. DO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a • �N j-10d @ 8" O/C ATTACH ALL J N EXTERIOR STUDS W/ 4 16d TOENAILS TOTOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc < P.T. ATE oimrwry Jr4 SP2 owiravry c NAILED TRANSOM FRAMING INTO TRANSOM FRAMING _ 10 S SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 M LINTEL d d a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM X FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v 2x TOP PLATE /V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 ;P4 2X TOP PLATE OVERLAPPING 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (56454 SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING d NAILS @ 6" TAGGERED (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. C MASONRY WALL 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. it PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 \/- or'T 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 c� rye ry r' k; "I N N O N 0) N j- OQt b 6 'IT 9 q f.," LO o 00 a o w o z a IN W Nam: E 'OP� o W L cY) cN N V �_ d C 4) E p B o _� rnrn o O Q VJ •U1 w I?d N 0 V V a �/ (7 W w �W I.- W J W 2 �O o � a Z, z RDHA_ja�0QWa�u-UO0_jo Q Q U <ax- WLL0z2p0O�a an-p Zoorn,0roo Yzmz O'`WO Z UH ¢O�ZwOoQWUgO0 LL DooQz�a a O U_ U_ O O zW O� �F- cMO Q U) CM � LL 2 w ti 00 z0 z W Wo J O 00 1 1 1 I 1 1 IG 1 I 1 1 1 I 1 O C) 0 0 0 N 0 N 0 N 0 N N [,- _O N — N O O N_ 05 O o r T O 1 1 1 ' z 0 NLo w g C' 0 0 I I qq1t1 > N M i i i 0- M W Z Z W Z C)Qw }' -�--+ W z z 0) p wOO VU65 —0U � Dz5; LO - p ow- 01--0 Q z aiYa �WQ m M w N (�I Oro 0 W Cf) N 0 z0fo r� z C) dz� Q �z Imo- U O 0- W Z a z z Uj M w J � W> O C:) LAST PLOT DATE Z 0 STRUCTURAL —J DETAILS SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 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 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g� 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 INTO 2" 6" 45° ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM • @ 8'-0" 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING • • 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C 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 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) 10d 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 x 2x4 PANEL BLOCKING @ 48" O.C. FOR[� 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N "' X-BRACING, AND TOP N "' SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING INFORMATION `° oo co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS - WOOD TRUSSES o oo 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `7� 10d & (2) 10d TOE 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 FOR FI 48" FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) OF (4) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) / SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8SECTION� f ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .. ,. , .,....,. �., , , .,., .,.., ....., .....,. 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 V MY 1 UL/"ll \II YIJ GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 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. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) y 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO ----' TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z � a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W W 0 o 0 - z o W W m o o ' 0 C7 — — — — o o ,- X Q ----o o o WW'. NOTE: LTOP 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'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OCT I I022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i N N LO 00 LO T ° p, 33 a' !"Ar 4�E.4. a� ♦ Q pp `f a� ♦as$ � Z W O -i w 0 z Q a) LO n' ; E > 0 M O W ' Q (-)� (/) -0 -02 W M E .L (� 2 O ` o rnrn o Vl O �� iv Q U ._ 6 .N w �� N i o EM 2) 7� V a -0 W W Ou I-Q 0� J of¢~zI- C W ZL LLOZOOOQU W0a<ZO2- n�wOVOEOOmZZ O O �jnW-cr W0. c�z0<p Z F¢Q OwZy Zwz�UU)O 2�_ �wZ �OCy a Q LL OW �_ oW —0 Z oQ U_¢ O Q� Q ilF O O N z OW U) ti O 0 �_: cM Q U) M � lL U) ti co 0- Uj0� zC)< 00 z�— z WC:) W _jo 1 1 1 i � 1 1 1 1 CID I 0 oaaN 0 0 0 0 N C N N O M O a Y- Y- O 1 1 1 z O N Lo W O O O O I i LO > Y- N. M Z F z Z- Q W O W z: zz O 0 WOO Ill 0Z5; LO-0 OOI-o Q z a�a , ^ of Ld TI = mj-W (V 0 ~moo (�I � z o = . . N Q 0 ZWO U 0 JWILL z 0z J OU O 0- m z SW LL z z Uj coJ W O 04 @ LAST PLOT DATE .. z O 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. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7116" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER J W PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD W = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 rB R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c Q Cl) IE�Eil I I _—III—I —I I -1 �— 6x6 W1.4xW1.4 III=I I —I I —I I III a a a WWF OR FIBERMESH a. ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C` ) 0 4"x4" INSPECTION PORT AT LL rr a EACH FILL CELL TYPICAL W U a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ISH GRADE 00 (3) # 5 REBAR ON 3" CHAIR -I I ' ' .I I . I I I 111— `STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION . ri SCALE:3/4"=1'-0" S6 OP o SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST'' 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION ---------- @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ . ' O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" 0/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 202 FOR91 MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1""' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRU ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"= V-0" RIBBONS DETAIL (FLOOR TRUSS) O SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e. °V_.. a III —III= I IIIIIIIIIII1I= IIIIiIIIIIiIIIIIiIIIIIiIIIIIIIIII (3)#5CONT.ON3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION K'�s SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D In SECTION X-X IF w NOT FULL HEIGHT SHEET C 0 z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE I-_ F SHEATHING W x SOLID 2x co C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENING SECTION X-X W a0 C W 21 xx E F- 2x STUDS W BEYOND. _ 7 SEE PLAN 0 O U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NA SPACIN 4 S 314" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING V RTICAFV RTICAF L�LOCKING SECTION X-X SFF NpN/2 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LLJ JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANy". F u) ? oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL W = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 2 w/ 8d COMMON NAIL wJ LL O ,- ^ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER o 0 J >- a I-- U) CrP000) wl8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. r 00 LL 00 OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL � 1 ? N W MEMBER IF GABLE END LL W " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH _ d p '�J E ° o d it "' III —III —I I I_I I ° 04 °. 11111111111111111 4 a 'Il,; 111 =1 9I2 -i (3) # 5 REBAR ON 3" CHAIR 4 1'- 8 W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 L FINISH GRADE CT 00 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 "m N N O m N N 1 4 11 j 00 LO CD 00 t LO U• -:' , W W 0 z a K E so 0 i .> `' ° (vj N U ch C L L 0O 2 O' U p TZ1 •� 0 o N Q V—�s ��e 4t •V) W Qd v Q i o E I� W UI W ❑ LU co W O I— IW—Q _j o ~ z � of02_ja0<cc< (� Q Q I— C)OL_r0 QOxJco.3Ocn 00 �1= � O ZLLLL Z�_tp~aa Ocn0�OZOit00mZz (� (� JO��zYOZz�pW�a (n O Z LL Qua°Way—wz��c�°o. 0W �Wp a o oQQ�a 0w W a O F. U- C:) O z 04 O1-- C/) O I��CMO Q U� W ti Lq 11-- M r �UQ� z w0 W J O C� tt co I I I O O 0 o 0 o 0 0 � N N N N N N O 0000 o CD 0 o I I I Z 0 N Lo W o 0 0 o I I U) N M 4 CT CO VJ Z ZZ W -1--r C)Z W 0 U W O O UUa) DZ5; LO-0 O 0I._0 Q z a�a `[^^ 0 m=W N ,-�� N 0�0 oU) w <H� 2 O Zoo -- �N Z rJ a Z NZ U 1 O O fl m z Z z W M J W O LAST PLOT DATE CN z O STRUCTURAL DETAILS - MONO 1/4" MAX ir Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 P.T. 1 x4 3-1/4" LONG X 3/16" 0 FURRING 3/16"O X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ I O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" LL,2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2' DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2�" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 „ STAGGERED @ 12" O.C. 'Z-i m,, �iFTA I I 2x DETAIL 2 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 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 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 _ AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-,NAILS VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL K 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.B #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 17 J �/Ella NOTCH WEB AT +5 FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 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 ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT PRESS PANEL REINFORCING INTO PLACE. e 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. G I-1 11=1 I 1=1 11=1 11=1 1 I III=1I1=III II1IEEII11111; GRADE , p e;,l IIII— CM G z_ N � •D \ ° NJ N (2) #5 REBAR. MIN. T' 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE :S I IAIAnnCDTADI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. Se _ SEE ARCH PLAIN AND PPpE P_NI TPUS, S DPS;IGN SEE NC)T'� '€ BELOW - -_ 2- 2x SUB FASCIA ALUM DRIP EI � E BRG l� AL ALU'Iw"I FAQ1-t,- PErR LAN I r' - _ - 1-3/4" TRIM PARTED SS NAIL w 5-16" HEAD W F CHA E —F ASTEN E1 EFL PEA I _ ... DIX @) 4 ? ; NOTE 2 BI L Ac/ I 1.I ... (_ CONT ��`EI ED OR SOLID SOFFIT CONT 2x4 NALILED TI-1, 2x BLOCKING NAILS TO TOP IJLOOKING w. 2 12d NAILL ty j CHORD EVEROTHER _ "TRUSS wl -12d NAILS, TYP. (3') 1. G.C./ P-�I-LDE R TO VERIF PRC.`VIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPEC IF€E _� FGR OO?MPONEI=TTSAND CLADDING LASTED IN THE DESIGN CR a EP A C:N SKEET SN. 2 FOR SOFFIT �+TTA" HMEN I -,AT WALL (PER ALPHA AI..LIPA. INCFlu-' 16544'R5 FL PRODUCT APPR VALt F CHANNEL FASTE�� TO: - Sri T NAIL .09 _ 24" O�.€i Wt . 8" NIIN_ EMBEDMENT W ; ` (3) 16 G 3-14 i 4" CROWN STAPLES @ t4� MAX- O_C_ IN DIAMOND PATTERN SUS FASCIA %v( 16 ,'�,� ':V4`x1A" CROWN _STA.PLIE @ EACH GROOVE STRUCTURAL SOFFIT S I l SCALE , -6" t¢* I F 0 ALUMINUM SOFFITS WITH SPANS REV 0911 271 1 d INSTALL MID SPAN BLOCKING PER THE SE)FFI T FL PA I I TALiATIC*i CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAJLS.f 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. 41 O�Fl�ygy TO TRUSS TOP CHORD + + G7& ,—PLYWOOD SHEATHING + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP srnl F/a QGG QWGGT M Anln M z 0 Q 2 U_ 0 W v F- v Q 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. W/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO + FILL 1st 4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. .:d OVERHAN a' d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHF.NCS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-011 INISH u ° #5 BAR D C e p a CENTERED W/ IN TOP o ° , 0 KNOCKOUT/ EN CHAIR BLOCK MONO FOOTING I —III p' .D C A. SIZE AND REINF. PER PLAN AND SECTION DETAILS -I -I e CLEAN FILL o °. DIRT 71z STANDARD o c 9(r HOOK N #5 BAR IN FILLED CELL ° ®P r Je, • ®n J� n. ,• °a [.r °•° a ,• °r° a a• °a STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC" ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi 'on b7 Debra Anne Klahr PX2300 kl+� O �� '°' Aep O 9 3'✓P 04 04 o LO r 00 LO A Ii Ix a a WW g W IY z Q nN o 0 W L C 10 ? U in c7 v 6 ow MC 5 4— 1—`� N V Q iD ,� L :E o 7 O E o rnrn VJ O � N Q t U — Cj } < •` U W Q� H 6- Co EM 70v IC3 a W� ILLIn LLi W W W J W 2� O F- J Z Q z v � Q QAcnp2 O� �XO QUJW Q Q Z) 0WF- u) W0 200Dz Wz0 W �n�2QO OOW Z �<~WOZwU)O - ¢ 6 0 LL 0 aZ 0W 0QU_Q O Q ,—U_ aB O O Z N OW coM OFO Q MP__ It �VJ�I� z < W 0- C'7 2— V Z W W J� ' O d' 00M I I I I'i I I I I 1 O O o CDCq 0 0 N, 0 N 0 N INN � _O N — N O_ O N_ co o 0.. T � o I I I z o N� W o 0 0 0 1 I I � N co v- i � M U) }~ zz w OQw 4-a �--+ W z 0 O U o U) ^ i� _ 7)Zj O 0E-o Q z d of a r f— W3:Q m�W N I- N � Z�O o� W a— QI_- :D ■ ■ N 0 2 zOfo Z 0a-Z� �z U Q pow m z z W J o0 LAST PLOT DATE O .. z O STRUCTURAL DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). vnvu- vviv i— i— vvt k ivy ivu FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: Z' = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x8 SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" r2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @MAX. 32" O.C. G.1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF 6, STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" H SECTION VIEW E SECTION VIEW SCALE: 2" = 1'-0" _ SCALE: 2" -3/4 PLYV1 ON DECK --2x8 SYI AND Ni FRAM I P 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP l� MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER -//�T\ l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 3"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0' PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO CLOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 0 1 AI K UUIVZ) I NUU I IUIN UC I AI LZ5 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u 'SON 10d x ECTION VIEW "H" SCALE: 1" = V-0" OCT 18 2022 \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 n sd�:� > 04 o -�14 J N n t I �'K Ln 00 .6 v� Q �G Z €� W 22 �9 ` :O 0 W 0 z Q K E '0 W IV m :C) N N N �� N (h V -0 a M C: =o O U 00 _O �- °`�C �Q �� -s .N ,* V W �� cO � W L co r\ °o N W U' W LLI uj W O F- �Q W¢~zw D!�- LLO OLL-jO Q FQ- JU) 3:w 0U)T9LDZ0OfoomZZ 0 0 � O a� CO z Y O Z Z LL p W O 0 n-'. (/� Z ¢LL �WOg��—gwp�UOQ D �aZOQ O� 0 LLQ O F QLL O O zW F— OCD � � ti O z C) I.-: co Q 00 :E co lf? 1-- 0�0-co 2— co zv� Wz� W C)J O flo mi co CD o+ o N 0 0 0 `O O N C)l"-. T O 1 1 1 Z O N Lo W W oLn 0 0 o I I 1 > C Z~ Z Z C)QW ♦� 4-, tll Z Q U OZZ WOO UUFO OZj LO —0O0�0 z a�a �— 10 I— ofWa T_I = co it_ N -,O Z oU) W CL <F-� ■ ■ N Q QW� O J Z z az Q H _j 0L) oa �— 00 Z z z z W Wco � O C) LAST PLOT DATE 04 Z 0 ,J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-3605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4R" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B SF12-OB 8F16-0B 8F20-OB 8F24-OB 8F28-0B 8F32-OB 8F8-1B BF12-1B 8F16-1B 8F20-1B BF24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19' 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 ELM 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10' 6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 14754 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 15' 4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22--0" (264") PRESTRESSED N.R. 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 1 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAWT-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-0B 8RF26-0B 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-16 8RF22-113 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 1 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'4" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1(^WrR�, 1C, '"�■� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* Z-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1 V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,W-CR� '''- SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 tiil SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAW-449411" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 81`16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T BF16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 2949 3607 1 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 1 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 23 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 103415 127215 151015 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 1 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 1 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15' 4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 g 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF18-1T 8RF22-1T 8RF261T 8RF301T 8RF6-2T 8RF10-2T 8RF14-2T 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 2525 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° 4 >- C � a e "I OD O O 8F24-1 B/OT 8F16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 0 0 ' 4 '110- > D O ° ' 4 — > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR `p C.M.U. WU) x O QD _ ue I- U)W F- W (0 w � vj a #5 REBAR AT o L O o w a ° BOTTOM MIN. (1) <oaWz REQ'D D�U' JwJ z=-W<W 16GAUGE F W u) U,—)° POWERS STEEL U) fl- 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. J F- U co LO Z = o w zT— co O #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR — C.M.U. GROUT —#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING ACT UAL ACTUap PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED .QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/16" = 1'-0" l 2 I sk 22 Virtual Review Assist, Inc - Plans Review completed and an for comp�ia�with Annethe Klaila PX23�® Edition Yeba N N €F N ® J 0'c) n `E{ LO s OFF s 00 � Z m� Ix W a' O W 0 z /V) d ^ o _W L -O '? U NN V1 r> V a E —` s o O: ;' o .�o O Q s u •N < QN i Lu E 7Q) v o ;M a rz, 0 a W U o u J CA W O I- F—<W F- W�� W<�Oz� W < .� Z < Q I— QOX JC003:W,L0 LL0 JO cywwwoZOwoomz=) 0 W(nWW<=}J 0 O Z CnWILWC5W W Q<QpWQFnzWz a— LL OW ~I- �Y❑« < OQ O =O 0<<W LL F- L- > O zW O� W ti OfliMO Q � CM � G W lO F— 0 M ^/ 0 C' 1.1_ 00 Z U z W OO 00 I C 1 O O CN O O N oa000 lV N N N N N_ N o .- C o O 0 0 o N o I ' z NW o 0 0 0 0 N CO d- LO CO��/ U) Z Z W O W Z zz ICY)0 U WOO �000 -Q ,. 0 �z> gWo Q ^ z a=a- `— ` I— Q WULIL— T'� = m M W N C� F- N O Zo= . W <F-D N 0 zoo Z U W az d Z z �� U J 00� Z Z w W J � M W 0 > 0 LAST PLOT DATE . . April 29, 2022 Z J STRUCTURAL DETAIL A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#SL DETAIL'D' DETAIL'S' '&'C' 2'-19' 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4' 6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2J D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 B'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 tool 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 1T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/lbstrand + N.R. 357 357 254 352 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 2F-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 711 strand + 203 203 155 215 2 No. S (2) N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 164 164 124 179 (2) No. 5 N.R. N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 LOWER LINTEL CAVITY [8x]6-P-1 L/IIU] NOMINALWIDTHJ `•-QUANTITY OF#5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U O#5L ( 1 2) #5U (1)#5L (1)#5U DETAIL W DETAIL'Y DETAIL'H' &'J' DETAIL W 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (21 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 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 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No.4 174" 18'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 2V4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -i LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTH+ILQUANTITY O14t51ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x]2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U III L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DP DETAIL'DE&.'DF DETAIL'DG' 3'-8" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2-V PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6-V 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1409 1409 1 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLDLINTEL -1 FLOWERLNTELCAVTIY [8x1I6-P-1 L/1 U] NOMINAL WIDTH) J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-4- 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4' 0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4141 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 5-19' 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1 121 12'-0" 10'-8" DRECAST (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 14'4' 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 711strand+ 1207 1207 605 938 2 No.4 (2) 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 711 strand + 607 607 317 601 (2) No.5 (2) 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No. 22'-0 20'-8" PRESTRESSED 2 O No.3 (2)7/16strand +2) 488 488 260 493 No. 5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 399 399 217 412 (2) No. 5 •s • 4 : DETAIL "E" DETAIL"I'" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWERLINTELCAVITY [8x16-P-1L/IU] NOMINAL WIDTH `QUANTIrY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-N, 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 17-9' 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'4" 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'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948(2) 1093 1591 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 strand + (2) 7(2) 1368 1368 771 1264 (2 No. 19'4' 18'-0" PRESTRESSED 2 O No. (2) 7/16 strand + 1084 1084 615 1095 2 No.S 20' 0 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2) No. 5 21'-4" 20'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22'4' 20'-8" PRESTRESSED (2) No. 3 12) 7(2)) strand + 850 850 471 923 2No.5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 9r. ! DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ j' QUANTITY OF #5 BAR AT S-SOLDLINTEL f LOWER LINTEL CAVITY [8x16-P-1 L/1 U] L NOMINALWIDTHJ NOMINAL HEIGHT QUANTITY OF #5 BAR AT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1000D N-0" 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-9' 3'-4" 3-9' PRECAST 2 D4.5 WIRE 2 No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2). No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU QUANTITYOF#5BARAT S - SOLID LINTEL -1 FLOWERLINTELCAVITY [8x]6-P-1L/1IU] NOMINALWIDTHJ `QUANTIIYOF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 22 aD M L LO r 11/" 11l NJN. 7 5/8"� TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 5p 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 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 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE, 2 No. 3 6251 10000 8615 10000 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 74" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-N' 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" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 No. 3 1) (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15'-4" IN-0" PRESTRESSED 2 No. I) 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0", PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1348 1348 753 1330 2 No.5 20'70" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No.5 2F-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED O No.3 2 (2) 7/16strand + 1023 1023 576 1121 2 No 5 (2) 7116 strand + 24' 0" 22'-8" PRESTRESSED (2) N° 3 (2) No. 5 1 898 898 481 947 r ••r ilk lZ, t•: DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITYOF#5BARAT S-SOLID LINTEL I LOWER LINTELCAVBY [8x1I6-P-1L/IU] NOMINALWIDTHJ I `QUANTITY OF#5BAR AT NOMINAL HEIGHT --JJ UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x2011 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 #S")UU(O1LL SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-9' 2-8" 24" 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 - 100DO 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2)No. 3 4017 1000D 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 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 2758 936 2036 '.•ia: •.•�: .•mot: P DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION rMwow JJLa I� nnr�+s rNr 0 O A, C UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 M E84"" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 U10 U61, DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2411 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(11U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAI1'D0' &'DP' DETAIL'DQ' 3-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 N-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 1D000 9505 10000 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 1D000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'4' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'L 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 �.,..;• j .. 1. �-z.-! DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION I [8x16-P-IL/1 ] M J Len rFL d" ff TYPE DESIGNATION P- PLAIN LINTEU QUANTITY OF #5 BAR AT S -SOLD LINTEL LOWER LINTEL CAVITY [8x1I6-P-1L/1U] 'NOMINALWIDTH- LQU J ANTITYOF#5 NOMINAL HEIGHT UPPER LINTEL CA' SAFE W 8,RKINGX 8"L NTE S L LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 N-C Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'4" Precast 363 1037 8'-N, Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 F-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 0)C'T 2d�2 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit'o by Debra Anne Klahr PX2300 o 'jpO P/ •fib N a C '}�, ® -;yam v' 4 d- LO 00 Eli //�� z t&, 6L Ate'.. iJ.%J P 41, A. ' Q Z aryc� ah W A'`' 2 0 ,. " 0 W Q. 0 Z Q /� 1 E W L ? o c. C C: E L' :E o 2 00 _0 O o - Q Z U •N W 61 } < V w C�N C Cl) L 0 C F0 0 Ln W W 0 E W W W 2 F- 0 F- IY75; J 0 Q< Z� z g 0 0 0 0 O Q Q U J w J �5oQZWt-°zM0"I Qa � I- �-- Z C1W�W0ZOW00mZZ � d FD W W rn Q J O <F W U)ZUJI YOQwQ�pQ 0� o OQQIx J- Q 0 � LL- 0 O Z N O� =J Z M O Q vJ LO VJ LL I` co Z U W LLI �C) C3 A C0 � � � 1 1 1 1 T I I 1 � i C) C)CDC) N N N =- N N N ooaoo N N N (V N O 00 o O o CD N C:`I i i I Z o CN Lo W o 0 0 0 o LO N M 4 Ln 1 CO V! QZ W C)f� }+ W Z O U Woo_ UUU) = 5; O o1-0 a�a Jin g/ Lz f II W T = Q MMW 2 N Zoo 00 Qa:� ZWO Z V �Z� d ■ Z SQ � OU O c z Q Z W WM W 0C3 0 LAST PLOT DATE O z 4-' J STRUCTURAL DETAILS A (LEFT) x9Rff§94Wff KourTilng Brackets ;10 Gjasuq,eiy 4=1 1i2'x2-12' : c' Arir;LflCrb 90ffiedtitle rlrolts - � ll3 Dia-A3z5G 1-� (!yi.,j i Self-Lackit1C ?I Back Cross Support l'May berbnto W I flight talk t -F G31.l 01 l m 4��"�., k°, �Ifr: tllilt �Oitt',13rTT E+:E%1 %T/fax Ai 3' 1 fr:srit S Ptah cross Support (Mdy be cut I W ei G l(I y fit, e a Th,u Biackein BaA Clots 5Lpcsrrrt intc A/C tJrtlt Bottom Silo d Tyrfic ::t catch sjdc-- For hufficalTe orxi) ,I,.e,•a ^ p"",Ira'! ( I " 1r.11a r.:aa.l l i lire R1p,6' - E.raJ�^ltr,rlrvrl to -'ai S.1' kxiltca#�wp,'. ,un',uwlkll'ulllilc'u'lwYmrr n u,.nl;a".svz lallaii# ttAt l€e �m 4 1•[vs Florida Department, of Business & Professional Regulaton P. & I Building Codes and Standards i Product Approval Application Detail 1KIW or UNI 1" loam PNIAN 0I Vnlsnol I➢AaaWryAu"m cQ;I A Iagi4M'S'» s Dra VaCed By 4400 FOC Anarau#& ALrg(2^�a4 Rmim+al'rc+n :ittit�6 .Smen Yenl-r-r .lo, bett'"Graham F,-F fiqtnI L,.Ye 15¢01, P. IE. 122%987°��'RO i--V'3aY1 l 41422tx :yap-i cmegor.ain.YU31 C€ir1G'<N"Is (57711441.511M PE71_77a (YU)'M-I800 1haaC'xapory: PzarUrta'nIassia Rosh at InFR:iq)I,;spw7¢ulfi'AenCc,,'uB•€ r,lnruTC dnnnlogy rmns+llwnceM� a U�stia; P:psrt tv991 a I IRbgistered Pftl1 Zl pro U WWd F1pr18a HwWctly WTlttatalpne' Fnlacr 1:1.1d4ndEli Qualnv Ariwan" Acurv,adta Ust ACtsoyadta Use ,Itgg" assign SYtl s Rodu1 Rim ik,mnuw ar Marnp Pradur:k One Wr. CaFIkaC{ ExaireNian still, 1 s toc 01111I AvAr 8¢g "Ir urs 'SnprtWl1Modnl4�154Ga10 Dual Funtem Flood and Yerrtlaecv:l Veld 1231f= Y. Y. NAA t,lmzl,Y" Sraarri/md A4x l y1541?sill brad Fund. Flood and Y rMM-V.4 izoV <°3 Y. Yes NIA a,roa- the 3 &.rrv-t Mad.1#1544520 hsWat d%sId`tud 12C812O23 Y Yes NIA *)r'x"00 5rrmrtVerlt sattfel al3ao-d2t in""It inycov-1 12AL2p23 Y� Yes. NA at0e:,a@ 5 5raaM1VMt nb7e141540.52A IadQlrt; Gwgt 0-Flood Yenl 1231!laR3 Yam. YR; N. TWA 9rortVeM h4ainI A954Ge70 Nbad Well lnwletad Flood Yeol 1213117e23 `,". Yes NA a1004100 9.aarfVpnt MJdal r 5413 5-,4 14 Uqua en.gt D- PsI Vent 1221I20M Yee YEA WA IWA Florlda Department of Busk. & Professional Regulation Building Cotes Dine➢ Standards Product Approval Application Detail Pao 1 of # rn4 5" ,dSpp 1rl - c gala PanrLro jis", 1111111. Visi M Montati tufer f-A F,nriarr3t.,ta6txie ya""t,el lit Mw > ymd-nssd FOC/--* Astute ad VAST trends. 2o+'@ Craa:d ketula IN;. Jetm&tuAmta Zaa!MR Pftt Looks 8wrdm P.E ofthol9 '"..rao2u @ 13`20:0 1or! 521s`! .tson �d Ceiteriy RI 15A21349-iaT4 E-TQ21 (S.14j 300-1000 SuscalegwyY: Minsi Roping l+nunnM{gran'rmd.corrl Cary9lancx "hod: Eaivasnin Rerun tram a Fronde RelpAared Aoc*ecr sir a Le:wl saC FICI Pratsslwal Engn_ r LAI 161 Fr dI odamt .nMl. M9tm4es. af.rlarrn PTudual Gesoticldoa ialt4fAr&ew m,ca <s4'.g[faal a:'kSEKIOIr Data Fyr02did for U€t AME Mbar Vac lmikmi 1 am IY ri1a 2111011 moum prymI4 1 Orw,Ftl Motet R-1, g Syarartr U61C 100NS, 04V 1503EZ C41 - _T _, II 20A1 9-II2n" To. No II to,I ac I5M : 5'V Florida Deparl'mlent of ISuslness & Professional Regulation x 4 Bul ding Codes and Standards rr o2 Product Approval Application Detail F tIC#3Eth3.till, Cock -. _ ErrtiN 6r _,._... on" nym Dete Ftindirto v?.„SIP, MarvN&gfer Gonistat Bngln4:.r9 LISense Yalid2led By g I od SvtanlI FC Appr4Yat - Approved Situ p --` vslcn 2420 Tr,eama T.C-- � . Steve,Le person Lp -- F emidt. P.E Ryan J King P E Ca1113TffiZt 1-Z331f26h 0422J2321 OBNar2021 APPrrn2d Cat"ory Et-- - {19001 e43-752e FE-= ) (813) 767-G55 SubCatsgorar Sxnr:raang Fs➢erior Du A Gas ejasperson�lhrvmaW c=_, Constrain- $S�sod E I. b- -4uma to Fifde. RagisIe#od Atrhitet Dar= --dF-6 Profession at Engtueer F L#204e8-R5 Pro4usr1 {A4� n, allot AssU Ca n„ A " fty' L➢sa AGG WduiG f U f 4lNr] or sip I.��y slsaaaanu I _i _ fNed1 rr rSF .rR ly^.nn95'^trt1M IFYaJ 1Y. n ,n R#7 (3rtL31de R"N/Ia7 � ' e-TlaanTaa-Tru FhIt-Ctasslc and slier„th.-',,1I Ndrnio0l%01,a � �� 1 � usi la,f3112f122 41 ras Nit C�mfnt.dv Cos. Ixirgkaaa mglo�Cipvr5 Il nisi Insn LIII&anlaig ,Y-ConaguR`nion) 2 o, T$Ierrn,,;n-Tru Fibda.CWeair_ and SfWnx'tr-St.ar- Nominal 64#381,;8&4Uotflrp,actfsgWf.'opaqua 12J51 r2L1g3 No Yea Yea NIA r,2mPosite Edge, FIlowgiess Snarl Do it with stdis itRI(lntcenrVIiOt rrU:.,,Xd, OX.cx OXO "fig"aiians. 3 c. Therms Tru r - ::?- rWrrr.,ar Nam ai BCati3a;8 Opaque 12I39Y8712 bYs Yes Yes WA Composite Edge FLr9;- rubs CaooT Ailh or .thout Sd ➢Sirs 0n,, Tr#T%1CUx-rg XX or OVID nog 11 s1 4 d. Therma-Tru Flief-Mssrc and 5rtFr#-Star Nominal G&M.0 &quotImpact&gwL Opiq- 1wlt= Nor Yes Yes NA Comp osui Edge Riowgiass Ssslo Dmr (InsaflXf gdlklYil9 Xcorliqu apn) 5 e Thenr,a-Tru RW -_l- ominal384,3ra.0 &GuotrmpaetAgrnar, - rsque 12f31120L' ,. Yea Yes b A Composite Edge RLRTLss Single Door fth 5del le(a) {ins a ngA7ulxw rg; X2, OX r4 OXO con utitons fl9 l 5 r. Thtrrna-Tw Fber-C siI and Smonm •Star N-9nst tb&MO -41,r cII - ue &1>a q 12137(2Cr�'2 pa Yea 'Yes WA ba'D Crxrgaaata FIR. FlhIt esglass Dneahla floor oath sir wlihout,swellbe:s I;InswingFOutswlrsg; xX a O)IX,O wnm,gurataer ti 7 r E g, T oarlrras:Tru Ikna{.C,fa,,,ery and SrrnUUUs-S'Czn' n - Nromrulna+i 9�8RR'9P#.. &quot,lrnporq:w''t, G9szeo n1. 1., 1"pP'b0,^,2 40 `Vem Yes. NIR Oomllr'n'ate Edge Frblp Ins+s Ss'1pWe. Loon (In m g' N: a µgl ta^anilguraN;laet 8 InTnwlraTrlfF'Illtin'L1#aamt ond'�anxxraM-Sfar I'J'"omnlrel Girt'aad 1213n2022. IQo Yost 'Yee NIR Coenlp%">Wlta Eiig@ Ftlnneato ,9'.r'Ighr f ear &hh rJidehbrtF3 fInvwvA)onwnQI XO, C.„R on XT) wnrg)uratioPa) U a Ihaima-U fU F41arM"'i:Va9;kC aflrE-9nTL10m•Wtaia Noanlnal trSAW,6 liqu rIn-rpeGiSc7tua>; Oozed 121711WILIL2 W Yea Y- MAI Composite Ed4o Fiilyiea Dal Dent, w tin en Wdlout SidelPots flne"Anyo-ssy9Rg.xX of CXXO emnr2 uraUonsb 10 I -. That FfYaar�c',fasstc a^,d 5rr19Rp1•�af Nominal a&F�O a 1. tT'9 � 4G o4 r��t aZed 12131f2LGe2 t1O Y� Yes NSA CornpostI Edge Fif9eryTlass Single Door (In Wrl;/Oufswhg' X comiguratim) 11 k. Therrna-Tru Plb-OAIaI-Sur,-th-Slar N0.In9183#w0&gvotI meat{ Q-0d Qf3lr= W Yes Yes WA Composite Edge Flblf-,I _I Dow nAth Sickdt i) (""n" o_ )C,v 0)(or 0X0 configurations) 12 1 Tharma-Tru Fltxr-C� -- .. E--to--EAzr Naminat BWQ,09gr-?impac^.lafy t a 1213100- 14+ Yes Yes N1A C-P¢ata Edge Fibit sss D--his rs - oth o, without 54eiic;cs pr Wnwoid w nor XXor CXXO oanfei-tune) 1, m Tnerma-Tru Flb"e;-CWssi. WV 5n1-Star Nominal flSiM,6 Wazed M.Ided IZI3'Rf2Q,7.2 No Yes Yob nd(R Conn C:nunponds Erie Fi Is Singla I(3a (Inaw,in,xItswiM sx;PFgarabsxal ld In Tharnva-Tru Rtu11r Gtaaald and $mso tr-Slat Non let 88d1 ?I 4dIool,'10,0Ctttt atrzzod "A4..7Ifte IW1111121M' No Yes Yes fYA r C e ry am 1e ifs a I MhFr Iaas,.SIn r' P Ingle im.+oa xMth tla¢wd NFokied Open 5[d IRlla.wliup 171n,n 1r rydC'ukasring. el X0, ox a LOxO co 1f tru xt1 a 1s) 16 RI, 'Viuyn a3 Tru I" Ion,T rI'.-J o ono SJTvogh-Rar NOnalnal 5803all ugeroi,in'IpJ lnlitr.ltl€R' 6.aWaed 11a'sl1ded 'MV21322 tic Yes Yes, $#d'A, Opera Ocm p1" sfe Eagle 1-11taslasa Dpvom LIoor sWlL,I of .0,00I I..' fated Mot l�d r..'T'Pt1 : kd,- lit 'S fiatMngR4u 411a'A'1n9 XK- OXXC7 -f s-t-) 1F I, Tlms,rrna Tru Fib r-Clessbin: and S-V- fir- Noi--i f.'M150MI8 Pquat;Irr;aaC&q Y usqu 12!"?'ml"21= No Y- Y- 1,I1A. I C'ommposit.e Ed9P Fiberglas's ale E, of wilh;iodod Oren 3-delik+»ker1 XO" OH or 0XO confg-ton5i 17 It T7narrra-Tiv Flk u.'CWs3- mu Srrr;;tin-3.a, fdominat G&M:m';G tllau 9tr nalagwa't; Opaque 7=V-1322 €ta Yee Yam NIA. Cornposee Edo Fiaprglass DPabls CII alith or without Claxed Molded Craft SWebtese 8nsxln9fO tsWTIg xxW0Iconflgu: ax) fbnda Dep1nt 0 BSIR Profos5ional Refit atlon Building Cif and: Standards Product Approval Application Detail Papa 1 ar t I'saw March 15, 2022 IN1 As required 4r s �. Florida ay . and Florida Administrative a. Code 913-72, please provide .,. information . a: o ,li: numbers ._. I..g components listed ..... they, will M .,low if -• # ! �. ik +• i 'III'',: ". applying i i. ,r' Category/SubcategoryManufacturer Product Description pti cn Approval Nui"rtl;?erS) Test Pressures Exp. Date 1, EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star ( Y'a}N IP C , F L20461,1 +67, 01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smclth-Star (IMPA 71i FL20468 +67.01-6 .0 psf 12/31/2022 ThermaTru Fiber -Classic and Sm ooth-Star (IM',PACT) FL.2047 +60.0/-80>0 Psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332,5 +40.01-40, i psf 12/31/2024 PGT genes 6670 I O21O20 a,"03 +36.7, >`76,7 psf 4/14.12026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8X7 FL'8248.3 +31.01-35-0 P-sf 12131/2023 Wayne -Dalton Series 8000/8/001 200 #1123 (16, 7) F L6243.10 +30.0!-33.5 psf 12/ 1 /2023 Wayne -Dalton Series 8000/810018200 #1124 (1 GX7) F L8248A I +34, 4/-3&3 psf 12/31 /2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707a727.747#and 847 Single & Pairs of Doors FL11537A N/A "see i st sht 12/31/2025 2e WINDOWS A. SINGLE H ~ III Windows and Doors �e s 185 FL17499.2 + 60.01-60.0 psi 101812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349A +60.01-60.0 psf 413/2023 PGT Series 5520 F1 243.5 NIA 4/30/2025 D. MULLION MI WinclovI and Doors Series 5764 F Ll 5353.22 NA 12/31/2024 PGT Series 5500 F L261.1 NAA 5126/2026 E. OTHER 3. PANEL WALL Marries Hardie Building Prod, Cemp hank Lap Siding and Hardie'Plank Lap Siding FL13192.1 FL13192.2 A. SIDING NIA 12 311.2023 Br SOFFITS Alside Solid and Vented V_ny: Soffit FL15272,1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54Z-54.2 psf 713012023 C. OTHER 4,. ROOFING PRODUCT'S A. ASPHALTSHIIINGLES GAF 3 Tab, Dimensional FL10124A NIA 12116f2022 B. UiNDERLA��IEITS Tario for Shingle 151b Felt Unde rlayrert FL12328 NA 612912023 Ill lass USA, Inc. for Tile Roo POLYSTICK TU MAX FL5259 NIA 1212 1202r3 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch fetal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NfA 91912026 Florida Metal Products, Inc Vent RV10 FL21580.3 NiA 12/31/2024 Lomancor Inc DA-4 Exahust Vert FL17202.1 +97,5;-97.5 psf 1211012025 Est ROOFING TILES Boral Tile 6 olrlal Tile Villa 900 n , 900 Saxony, FL71849.27 - FL7849.28 F L I�849. �16 - FL78"49,120 NSA NIA A 12/3112025 12131 /2;0125 F. METAL ROOF Drexel Metals, Inc. �a �o` 1 t.,.�lv1C 10OP Sp DMC 150GSt D1vII1C 17'5' r DI IC 2100S, DMC 5V FL17679. i +0111 1213112025 5. S Ir U TTERS A. STORiv1 PANELS Global Protection Products Galvanized 'Steel Storm Panels FL15076A - FL15076.2 4fA 12/31/2022 All American Shutters & Glass Gaillranized ;Steel Storm Panels FL17869.1 NtA 12/3112022 6e lS TR'UCITURAL COMPONENTS A. WOOD CONNECTORS/ USP StructuralConn. see chart ANCHORS Simpson Strong -Tie see chart Br TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FLI999.4 N/A 12/31/2024 fvi i Tek Industries, Inc,Truss t Plates at F 9 . � F 2197.5 L21 7 1 L �. � 21 1 1 31 2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, 4 7 LVL PSL LS L FL6527.1 - FL6527,5 ILIA 3131/2023 D. MATERIAL Cast-CreteCorp.oHigih rem th Concrete Lintels F L158.1 �, 5121l 12022 Commercial Concrete Products", Inc'. High. Strength Concrete Lintels' FL"177" MIA 5/251.2024 t The products listed below did not demonstrate product approval at p,an retisiiiiew. I understand that at the time of inspection of these products, the follovng information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE Florida Department of Business& Professional Regulation page, d$ Suildring Codes and Standards tn�'• Product Approval Application Detail l `�`$ �tePantllne >Tal- Wurer s#Belts-C Validated a4t fUmi�4- f@QAGG#ei8!M1n Slen c"t1.'{J Th@rma^TR'aa rdk :#i fp> # YOYa,Ia Son LradGFlF f-Fa-� spar P - . Ryan J Kirk, F.E ' t.. 072'ai U ]7a`92s'2031 o8._r2,2if1U 1051',Are�O'.'R7 Appr,w O n4ajtOl f: Ea�l siar C.a><' '�} �m+1'n3��.1 PC-d�� °;• 1 (a'la} Te7.eFis'S SubCaloply 9A glre E. yIse"Not a wplarsonQth9fmatrut.^ Com➢plianceMedmot➢ ",At--, � .Troma m' '10I Reis $Eldred ftlaft ail of a Lnpallaed 'bras FLA2047111-rt3 Professes ia, I.'°':nI' Ploducts 5 a Product Motlal. Num bar or Name product Despnot Q9#akbl Aaauranna Approibd mrU � Ao(praYed Gmtlaet Exsykalfon ,seta In HVHZ for tires DUtgtde HVH2. 191�'Gt Reslsta'nt B�ti pressure t u Tllernafl-Tru Fltiea,C4sssic and 6unv #it,--Smr Nominal 8&#N3 a aquoClalr e'I' 1t 0trafiee, 123112022 Yes Yes yes NfA Cnmctsft Edgy Foosisss ST-0.Door pnse;rlgrpaisralr, x It Therma-Tru FIB _ ar,E.Srx um stw Nommal 8&M.8 &qvx maacLXq et -ram 12131I= Yr:s Yes Yes NfA Composite Edge Fib. Birk L-s-F lath 9delse -4 (1'nm.�+ €FY3=zts .__ 4" OX 03r0 conilgulations) 3 c. Ttlerma-Tru Fir-r-I and -Sr.3;,a -Six Nom'nel68r#398 &quakimpa q €r 1 W1/2022 Yes Yes Yes NIA Composite Edge Fiberglass D-1 -- -.r �-;%� ..¢rspu, 3aaanes (IPsw+ua9N;� a_ _. -Ifgurallona) 4 of T➢klmia-Tru Rb�-:;l3ssk aad Srry -Z' t3 Nommal e1 &grin roll .eC �eeofrno 12r312D2_ Yes Yes Yea NIA Compastr Edgt FIb rI AwIWI �-: r Oner4r�1CA+1P+e7rrg X r) 5 a -n-r a-T1u FILur Cl.-.;mod Sffp-_ =t_ l8&Sd rl &q1 #L ,u §q.,ot-Or^mquns PJomina1,;W p 1Z131 1^G122 Yes Yes Yes NA 'Compoote Edge 'F buq - D,-rwith h9u'HwltaiN lllmc:nanBKsrr W,,.g ,Cif I CN O G11r1N uratlorre) 4 s I'.. Therme.Trw Fro,C ta.� s. 'xr+T-. -'Rta: NeruYnel p&*39,0 &yl.rod Irnpacedq of Otdoq- 1203112222 Yes 'Mez Yost WA Composite EdIgf Fttreisfass t'.ksrahm E.9.-.., ftb er v.nkN i '.doE IrF+ q;lna + iyk{)aRta, k "N,�A co rsu. v#on.sl g Thernaa-Trull "ld sa and Anonn-SWI NomM416&*9r,8 rj.A[Imp.to&44T ozw 92131 r3t7is YRw Yes; Ya.s "do, Compostte Edge Flhsry#.a.&€:s sE.to 3,. Qn6vprsyL?u9s+nm g X'n'J -W14uc J 8 h TIrtrrna-T'ru Fbrer Ok and Srvtth-Stw Nominal 6&93grl r'hs ,i 1:'111r= Yw Yes. Yes WA CamPowts@ Edge r9bwglast S'k r t & set to(s)(1ruzwngkMewing, A7 OXa DA0 configurations) g 1 Therm-Tru Fite - -'z, - ants S:>x*: Eh -fir Nommal 890*8 Sq.�,l n iiallq " 1231=22 Yes Yes 'Yea NIA Composure Edge Fiber•g-a- DduM Y.BIr or V,fthout 515Almes XX or OXXO configurations) 1 v_° 1 Thernaa-Tru Filb.-Coculc and „I rrooI Nomtns 133#30,0 &gLMlo pea nl - -1----d 12311202: Yes Yes Yes WA Ccmpossus Edge Fttarg;n- "-& rxxr (Ios-nn ioouls-,2 X ,. kTI-n'n3-T nr F4Ea,^..II-W,-d Nominal axn_"arr r3 1�1=3 Vf5 Yew Yx I.IrA Ccrtwste Edge FRber{fte, S DeptbAFh Srr}elke(N{bls%nngKT" singI Ox G. =0)* ponFrgemiicn:n) 1.2 I, Ttaerma-Tru Fro, C'Q no aril Sn�[,F,-�� N:;mine,l 8•&i.P3il CI Gisaed IWIJ202a Yea Yea YI s WA Compdui't'e Edge FIborFa^ Douwa.,are,'�r-m or +AIQt,'iilKiIM s(Ir .I! C,",twnns. 71"rv"n, OX"(0 confiliwallons) 13 m. TlYrvarnKl:Aru Floef CovSo and Nominm l 6&V3R a agLkY• IInlllarnK oral to 1'2e1.31I21222 Yes Y'v`A: Ye6 NIA Co potdti, IEdge F tengtast S-o, Ali R&apudR Nkrr.IlragnsctaquW- Sideleeis] _,-fps:: 14 o. Thermra-Tru Rt+m-ClaS&Vn IStmoom-Star NOMI'a 6a'*�ya;e I&gtAlk�Mct&g I27311".'LTX Yes Yes Yes WA Compdsna Edge F,roergkaas, t a C $aFUCdt: i',ICetrllSlCSaC1&oSNM *�`idek'�. 1 _ -_��.&:�r�; f5XX0 naMiourstw.xm) i ^. a. 7ilermd-Tru Flbse-CI-I and 6.Mb- Ncritm[6&#-qO &qua €sr: cT„a €sr OipWI 17/31 r2(1Cc Yes Yes Yes WA Composite Edge FikI sa Docrwyth 8quat;bksla-ingyada ,34dirine j (inmun910IIA-si, XO. OXor O)(0c-waq+. xis) 16 pTherma-Tru Firs-Cl : d` '= �1-,s"ts: Nommal" 173g03gtolrngislok$quot Opal 12f3l J2IM Yes Yes Yes NfA Composite Edge Fibelylees Double C So�- Nee-knpacAri-ot;&dew{_1- - firs; Oxxo wryriguratI iT q_Thser- Tru Rbffi O. e_ Stf�� Nnmws 16&#39,8 Squ-ttN'.- m ql�t Opaq- 12G12m Yes Yes, No %1A Composite Edge Roa%sna single Ear 41nal 0gJ0UIsGmng X fg- son' 1 b r. Therms-Tni Fiber>Clas Y are -v G Si, Namdnal 154W%W8'&qu NRn-i l ewuct Opagcra 12/31r10.:i Yqe Yes, No N"A Composite Edge Fdbditlaas $mI Ektm ',Sdaitata') (kme94ngRnuttnMn_ XO O> E c' fse vions) 1 v a. Ttwxnm-7ru Ftor-L"lair a«td- 'a5=__ somasa.l r98.#3g;E14spl"rc{.f3ranlrpar%&.a°plaW:,{.Opaque 121311I'2022 'Y@e. '"lea �No rVA Compotdta iEd pa Flbergisee Dotbfs Clay» ".yth pr wiUmut +'7Rclahlas (Ir6vridsljiC.1s€'la.i..trn3 sr or r.Y,Xn co-lVigdaagons) 20 t ThenrlraaJru Fiber -Cain€., = loW- 1:11, Naming I8 39,,0&rI Non dmu-MqucC Cor,.q@e 1ZEI 121722 Yes Yes No NfA e35mpasile Edge F9oss pass StiCio Door Ilm-imgAD.I swrig- x oonfigurahonl 21 aT1,9arlaNr-Tru Rbvr-Cia@sk; andS n-SSr Nominal 8&i&eoaqux Non-]ft'RI ::'S "9- 12Ki'1 f2l02. V- Ye'•". Nip NSA Comnow te"it EIbargl Cam- rim seel'te(sl'Ilos ''ngii'wtw"Ina-AD,Ox _'-v'40 confouciloos) 22 Y. Thn--Tru Fiber-0sir- _ kF-- - Non irnal 88AM.-0 .q fotPs'm-t�r�- ar1 op q- 12r3lf= 'I-. Yam€ No WA Cumpostte Edge Floargtaos CQuoM Door WIh or without Sidelit" (IrfsmmairCibiwing: XXor t3Xx0 exm#yuraenn+l Thorma-Tw FltrxS'1-o-0 r -Seen Nominal 8MMA �SofF�a-irryad�el:�0-i--- 12131)t= Yea Yss Mo WA Composts, Edge Frbargrass StVe Door (Iiumn gK7utswvs9. XrtMI"rm) 2ti Th x- eme-rru FfLmr-Claasc sirs% �-=vr_--'•F�r Nominal BFdJ'J$:t1 &+�rrt.-I-1"T-4wot .Blazed 1?!97'20?2 Yes Yea r,b WA cpmpoette Edge R9urglees Soso Duo, Win Sidewej {FnsAirx,)iCnaSswAnS ), or oaxt, coaNwadons) 15 y., Themna-Tru Flger-tiaag S:dnd 9naooFY1-§'aFar Nominal 6E#351;49 E(gia4t,Pwn-1-n;.;-A`Wad t2/391�1a'2 Yes. lies r'#b DIVA Composite Edge Rt';lerglaaa Double 'Ah or YMhout SIII aItes tlns,'ea9SPGm1g -A O Xr3 wrdlguraliwiu 29 a. Thermo:Tftl FlbeI�It --dS^ t1t=9a 1 Nominal81u"irMp C,&Cpi1M'•Md't Imst3r3"rut; Glt -d 12fT1f"i' Z1 Yes Yts Nb MA Composite Edge IFRbkrgass w«nlgaar. Door ilnaaslragl,0utsw,Nrg Xcra�igurausn9i 27 rfiverna,"r'raF'sr--Owes and S-,xtbtw 1231h2022 Ye,s Yes No N?A r- p tte EdZ. RIN-jr- S:glD--r knfth S'i kU ee('s) Qn"h'.wX r vK),stew n9:, _o Ox f. OX0 w o1,2,xRborls;l 22s ATherne-T ru aced 1,ncodiSwr �-Wed 12f31i:.0i2 Yes Yes Na !M'A Composto Eel RR.ni"Itee G _M ;wo-m or without 9 detKes (Inno ivWr .g ;.x- OKKO con11gur itons) Florida Dope rtment of Busyness & lanous• tonal Regulators Papa 1 of 2 Builtinq Cis Sir to Standards Esc 1 Product Approval Application Detail I I I I . IIII '.', I II I I I 'i 'III IIII I ' I '• IIII I:'ill lll'il Ili'I ','.. cndrt .Ww � a�Si$ rYA#x pfY'' Egli 'ir@Y5dg4 M40ttelgltdtsm, rruxag4 Fundmar�° � yandaisd ay 'yl,g¢ + FBCAmraWaR 8@LUglmad iAialS, R„„dd'w 0020 rot W dC1x'4 afld beam eontellingar r-P, n l-T.'." $a`mrt M. Orldn. PE tu:U&10-10 io,96,,21M iPtt$RONI 1211 P.6'2fFa.'1 ApW..d GmlWray: exkrwcn 0c.aro- [ I, Fl aed,'S."Naur r`w-.31v (r1 P]3Yrb4pa sUbca.wry: 3;nI Est- r- u`C#:�.`va '4E8 bSMINA"r�,mt4M.Wm Compliance $,➢a#hah E naaatiol RIPW he a Florida Reirst-d Ardtanef - U- Foxdit PParnaaaYlnl Engv.s, I' AIM2- ll Prpducls Guilts Asauranw A�farallw Ufa AloploY9d NXIly4 1ni atsion Sal Foduct ModN. tdm6eror #Wma Product po nalgi n Cmrea dEXDM on Gate In KII 01.I_ HVK Resistant Frp7s�1 rp 1 9ERIE3420A.LUMINUM Son SERIES 4:O ALU MINIiM Su09X.rT 12f3101Q4 NI, Yes No NIA 145314L9uaxe0d,Q,id NON-REINFOR_€C 2 SERIES 420ALUMINUM xO SERIES 410 ALU M#NU M St DOD Xo 12aV2MA Na €a No WA osttnla;aap:'rpla( W<aN-RB#fFOr."F� 3 SERIES 420AtUMINUM Sao REIII :-- SERES 420 ALIIMINUM,:G12 RID` UW OC=CRra 12310024 Na Yss hlo NIA „-.armvsw .naew.w 4 SERIES 420ALUMINUM SGID. REJUR - 9ERIEO 420 ALUMINUMBOU RE i 5R E0 tax. IZ512024 1#r. Yid Nre NIA. x0, XX 96&gka7r ourA; G SERYe''.a 4"s"G.i luMINU4Ai N€:krs ,.x.-�. FrIEIRME6 d24?�.LUb1#P#UM C2017 rRVINIFORGED XXY T',.R3 fllo2a No Yes I'rb Fr fI. � s 143itzov axe4ciror Florida Department of Business & Profassiomal Regulation sag l dr. Building Cocoa cod Star€dard.- ua? 1 Product Approved Application Detail tIY rn' $gy 2di (i P-111 n gy(g VMstlon e ganea4m1r4r ErmkllcK 8ie=„� YNrd�Ynd &r �cA PBC A®roYad x°p.@02Ya4 s all R-Oaio.9 '210„x) Wayna.LOtrsa,a rsyisim drYvetnuad r C-Ino Kanish Jth, E. malts IMW P.. Araaun., P.e. } _ 011212D20 p.k:"A2U'-3 9 it'Yk','F.:[Oi •1 1:ur1 `a'2U, Atsrscs.'<a c4rpeea.ruv1 g3,n,01761Ai21 PE-51f31 0i4,1a21a3Us Catagal,r: l"an[enlor eK s dlcdml�sh�'a'ayna•Iin[&art.o rn kc Y onry' Soma s='-dysamkalt'a rim Campals,Pe NOI !Rov,WRepair V-a 1`10 a R I,,NrWIR11hnWi 0 a LIMI,ed Fish". Profesvup'ral E"nglns'aa' Fo 42a1B20 products QWYr AyeleI ds, A-protd@rust aaawmlfg'ii^a lal & if) W KWAW 3 }f WltIlfxVrd2r0O a1105 W,435; Man.0h 14UM hI N*gh-. Giszing 12M2023 PC Yes Yet 00 tynllobitm root orinte Rrissrou .4°.:ai. 10 WOOMIM200#11.23 148.R34: ossis4th 14Sa3btiaxnaig,t Gam:; 11312023 No Yes Yes e30Acf,nEo tyallablo rn top or inturnWial5 iwiion 11 a 100MI(IllO200011124 116"M Itim WI 149on Maxh�vt cgazing IVI 2023 No Yes Yea -34.4063e.30 eyeNabla in rap a hlem,edWe s .`ae, Florida Department of Business & PooforaIronal Regulaton Fvga a V 1 Building Cocks cod. Standards mytrcc Product ApprovalAoplca itin Detail .. ... l atRn or s- Pat ' a poridine DRER .. E[rnt S ° _. €tap,.r Yairbtad $y - - FhEYFmrovad �ig88.y&�2AIM III 2C'.e) dunlos, CWslm of AAPt3. irk, Tom RatWY ULLt.;; Trey seshop. P.E I 11"20 1C-o1M 1Z�2117%120 APPI 5"Aw Y- e.141ru1 thk€. 11011, a1M•ae15 t,M.).4ro05a Sudwitapen Edenor Door Canpooudi tan,reday'Qesnaab9w- Compitanaesaelh dCxrlii-atlon WA -II n, Full 1537-Ra Pryd ui 9nMM Assuralrce Amrowdfwin Alxxorad for lice II DHJM 6mR IkvCr,G MON1. Manlier . A1rgxf 112ulilan In Hsi 2witalil RVR2 11,9,1rigi E®5@Lfl 1 Eel?, TOT. ?21', 7d7, Tar " - - M: - -C Pegs d FIu91, 111 z d, end a.naa � s�ia and Pars of i:S31lPO?5 Yes Yes Yes WA Doors hdloemelal does Florida DeptintimnemorBusirrin55 A Professional Regulation Perri a Building Codes and Standards F 2 1 Product Approval Application Detail Ire YeRI['u mnundurer r iaz1 Etrt9rteeY at=r is A.nap (ir Xdu= Tt olmd F9G.C(-Milt Aconnnod Militia 3.091 2R2LY MI K➢ndr vs and C,oas &5nt Lmisgd A-V krdhfta,:-1 81 N Urkh. PE 11117M20 11€i7.>Mi-Xl liff,0 20 Aw--d Cutpaly: iSlnd-- 1"7)3£S-330e hftn.fiiIXo IT171341�a4S, 8,ACateaolya Vnv. "H-g aetrnpwQjrNvd.a-w. c"Vininne Marrod: Ger87s55on km* or axnng Qmily Alsrranra Anouradfortlin Aninraaedl use iM oe l OtI 1-1 1➢wLL b0.attta a tim P16,1 1 GestMuddra CPvraa EsdrellD9r - I MIZ 01d,dde HYsiL s$ l' "=,, 2 1,, 5H 32a72 Fiftflmape ENI IG� SIA-9 iW0a2r323 r-.y_. Yes Na +1itvE0 Lemmal" Glees _ O O Cn }. 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G'a & Alsur ileg Amuthuor.11M hZi6mmula.1.111 kus-1 Rialez: 9114!x� ArV-qWA-fU-Q4k kfflrindtilligm Y.I.-PuLa Vinki skilA PI=WZM-WJMWW-Ot i awu AAU--i= emwaa#l�"I nn! poli SWiMMUtA.W AQUAMULUM Um Q%" JUJWA Must IMS fortlawall efus4ort. 0 0- = -2 = 3: , -,& Ape" IdNa for, u -WAUUA=='- approved largrat jing Defilm. *K# P'ttud 1110-1 "D W " ftMULliti cparntrie,artracIgg tnt,M - l", 2496-4-Y24t -$rNow-.4 L- llrnn-�.--O Ezi I'l-2il It.oT m HoOrisku.Jerairlin Emci!--rjaauiv� O. K-riMz D"ki 'A" POID11aEll 1!!N55UM i $95 PN 71. 72 1-Nor d Nir.. 04OWP= it,I 'Ac Kh -nor" OC 0 LL. = - S&AN po.ju� MiNdiA N..b., ., No.. - PrANd-q DON-rinti- c,-t-&:",,IO-Nu,,la wt. L. -H� 2�-Id-K� M!sm--11 �-ml � �1HWI ft- Point enWin VN,to �rmllo ft.iiIN11"'w 1i ,,- "'no � -. I - -�V�A` - ,�- 1",32 -Aol ,,, "O.- E!cEAl 4. YA. oi�, -ZMI-� - - M -4-j `64- M I Or TrhqqqvO,TnQ Ebel-Gonti, and,,tomoth-Star ract"on n#"9r8 AqncrN,mn,v,,,ndq,oc L�6io,orli' 126112= 0ocriodon, edn, Fiverglow shioLe CA"" do YCrI Eb Oi CU > i1,c4,,qYt.-d,nrx X rorrourattlAu 0 U) 2 d ThAir000TnO Fbio-Clarnd; .old soon-th Star tronlrol saripa luixcc�mn lmrolonlquot Ginque 12,31112M N. Yes, � ,c IVA . - (nurInavilb Etint FilocripAr�Sirdirt Dwor ,AAth (3) L- �1 rvQArODVr^Lvann X5, OX W 0"14 , 0- -S-00itter"oli -,Tgunr-rol .D cn i Z- a c T �s r -IE1F E- � JO- C 0 l; ti-- an III So= k Enter r ,orc'- &nN.oE "Nec,attI too,vo.m :Ocxqu� i MI= to -.'�- % mck = CU 0- Pongtoc, 1--onsid t:A24 [Ecloo crow ofth M �- C: U) < "rittrout indmites 0 �.re'Ovtvlooqf, Xxci -0 . - -05a, � . r,,O o, - 4 ,or TInnm.T r, F-->v,-;--,m- %�,cctrk- �-., M.oh'- 7"r,tc C &*&N- :TntoEftout 1m,otqo, I 2 F-451 f = Ii, = no, nic NA r�C,Arlotufift &XG `HoWglao, SrriOlio Door f, oc,4,TuQojt,;v,-j� x I-ol"'pArat"-v El I To- - Fl-"-i-..,,,J mllnonbl, -1 nnroiroi --3v. sqo-lo- -1 -,-I-n- 1--p-4- 12Fn`-E? TIO - 11 - . componlin, Eni FAtmg1,i, "'Ovu C-W-rh ad,isa-LQ onmyowCuitftvng� XO, oxw GAO el r Tihorrr�-TfU Fineir I�IAAAV W &PTICUI-SW ootith"ormunt hworo.] EA�4�,,��,�rj&qoot,t�bj�,lmpaasqu�t� apaquo 1MV2022 MI yerii 1`116 NIA Flonda Department of Business & Professional Regoratter plo, �,I 91 Florida 0spertriterr of Business 6, Ptotessicrul I Regulation li Fibilft Departriterd -' Suardess & Pranxisircrad Regulation F,A, I d I 0! CAxrixAAlWGdgaRImrii1aaAL 51rA;11rADw Brildi.-V Codes am Standards UnEr"n Bulding Coders and 8tardborls lr1W Building Cuo". and Sterl idd 115,2021 ont000llgLaOlavirg. )(CM!,filairadon) 7 9 11 foo- T 1. iriOA,, C-440,,iI; .r�d loma.kh Rai- Ns.,Tip-,A] $didotlosllj�.trnor, om'..lii rt"". I=JI:Kl= I�io:,Ara E d �O, Fitlargram 5 irak Dow hrth � I, Y- t�l IJIA� Pt oduCt Approval AppliCattan Der to 0 Product Approval Appilit: Allen 0*11all PtoOW Approval Applitcation Diallitt $W-utlf, I 1, f1hrio-ON,inotolorq�42, Ox - Ox"I, . I � M11422M I : I S I I I I iLaal �1-i � - - I - - 11 I � � I I I - I :- I � I - � I I F"AL91111 I - I ---- - - � 1, j I I I I I-- � I I 1, " �, I - . 1. 1� : I - I � 1 �7 - 11 � - 1, - - I � I ;I I D, 11 I � �- - . 11 �, ,:: � . . I 11 1. - � T -- - I , ,,,, ,-, - , T� , 1, , :� �- , . . - - I - - I I 1- I . - � -- - . :� ; - �, 7 I T1. �,--- r ", : � j ;I r I � 11 1.11, . - - � - � � � - . . -- z I �-- � , , , 1 - --, . - -, -- -11�111 I � - - - - , ,� , - . . I � , 11 . I - �- - , - I -, - --.---, , . - :1 1.1...k I i �.'- , I - - � . I --- ---- . . - � toriciraralonnin � - E ' T`--�i'll-WE-1-5rIEMc- � -.E�� I�Ic f-nm-�� ,cwp. iz=-1ZQ;ZI r4p I-- I-k, IN.,(, , - . :Ev lo �- I c rT M lcvtit-� �* -- It a E car I no h o r I I 11 - c- - -- -- I - I lerilly Q! 24-1 --W- in,itgLoInjou - Raw- c%or I R'linoy Sall, am DA-- &-As SOMWEl, a" RAI Gaialealimna 1212 4 ,4-ona -l"t' ITAO,� o I covle"Chrov" rl, 0 � YY, . r CL XX Q - 'V_.L � � vr,noIooL'L E�lol - [o0h3tg&U--- VAIW�al k -,mQdjDj 30c, =_% Ation-I Italid, 24"Ot iult V,ce ; - - I - c;nrrc� L�d.rs A Li- Val DI 2g,lits 1Ij Flic&o��- 62ta. Idlaa� 1!n='Ift LAZI--d muk-A-IJ 1011dukto 29 Mud 2= E k2 &ifin-yrt & aw wrifroorlrnnnrc�� A-- A "-d -L--I -�uir_,w,g -Tie- - - i mt-T. r,b--.JN5.c and umorcN-Simf I 4 � N�toc kli OL'II 8Sv ... Ii-no-mnEEo.--- c:T- Tl=40ZI � - Aor Y- Itt" FVA -110--ii," NZI I PG�E* IOA, R-In"[ vt.� oOE5 Encro - Eso. Wi--[,oeJr1,`,0 VAr, 1 1 0.11d() 9 0 1 1 165,40 , - 1� �� T-� �- AE,IE-d rowo�- 'it,; "I ��-�, �;� �- 4 2K,m, F, EA eA,.oO, rcL, I t �- � E-- U 1, - P� .! 10AD6121"r, I cl,00rer2t` IM9Q,02, �,I-,-V.KL�I TcErl-d Accro- Ill n Pr7 Ioorcgo ,- ionn-K -a-tvOa5(E0- --R ME-UcA, ---Ci� - -jpl . -. `IJoO$E]1-C - X-1-i 21 Ito" Ad . - 11 ". U-1 - -OVEiEiE:QIr-,lcqE-S;n�,--Ec, - 1,P,,) � EQ I -- I t- � � I-11 POI�.111 " IWNT � -,Imy: -1- � - ,, ,711) 1,05-3� FFL,,,-,�- . r Eig- WItO,,- uiq,�-rnoO ow� 4".7-'An 4,--vOrr(Q-oo,,rl XQ`mlool`,00ml� 1AirNC*.n,,Y, P:,,r,o �rit4&a�k�10,��1,111du4lglo,�l� sv-,��,a'wql lw,n- -trviop,ns-c .", SANCaNuaw Muh- 4iMArIloSkrS-OQeraQWrfie&r, 10 L �l,or�-I,i��]�,CT��l-qc,�,1:��r,��,.��,rsu, 4��i�,�i��.o!��,,I��Zql4,it,t��l,,�t�-Irri�Tw�,L�qLaL, IrIlozerf I 12113 I Q0221 JL-1-1 Y-- K. WrA C-�pit...�4[&h.d.C.141;,Il�,l�--��LW--c - Carlo to,- ItIcti S�,�- 7- -� 1 � t;-OtIncot Strutnio i--o-Ico -br, or ff icio E` Cor,,, "to S rtorm P A lrefg Aul Sl lot I to rl-, r Io to � F-,4rf,-- -, ot on � . PV�41 �- � .,- T� L I C I Tr 11 . FT 11 1 11. Scle-WOI fl)-.rc�q� XC C-� E� cX0 t6ga0"o'Aw pff.ra-"4 E"nit- nwUA1111-11*11,01 TO k Thm-:E,, �lbn,Crnoo. - Sm-E., oIqWnvo,,,! �--j cni1l�o a`O-`TT`- lnQ-"000^c`moTm` 111-1�1-rxo;? o',, I- M. No. %Auy PAM-1, inor- i �X,00al - haot, ukaial f,,xzzoI-tdt tuartOrrisal"Virs figiarmarl r.og Jim Imam ii"M z CbrnpA�OUI Edj�e Fitar,gissin ronjilk, Dano olith or il"Irg P,00,y 11,A4, WoOb. , Wory PnOU'A C.""roor, CONA Z.4��%r�- On" o INK 1On1* nvl, rooicint lrvunip- ;jnav Ralard Mod &-HW 9, Wan h-KoLRt*S�r"� on ed Coloration OW WtLMA gir"M LW Riallead ftlifurti �Ihojl SlJokown Lri,dwingloworminn, A'Of 10AX0 A -141cl. ut� ll�mn. YnAmio ,.q.,!:, E-I c,loinkTd- ('444MIO: 5 Y-1 Y- �- 4UL - F� .- 1,021N.- Ix- wourtag- -uICL Q. I W10114MI D,�svid rt1n4o,A Okuwiluoi WcRo,O 1151ofir-11111r; YoL �- yol HAA wotigpronrn� O-ytri LaivatUadid ��.0 T�u zraa� C-hn. F-A- E- I �;�m F-I- 12 L 7t ... ,-7,t, Flo, ,,],-" o,"',,"'Noroor, !,h.--1 7,Sr4C;r�ID4q..I,f�,,,,,I,,,K.,,ff�:,4-�L, 01amId 1 =V2022 rL,, Y- I� r-1.11A - nIl AL-� V�,! - 12ll"IfinoCt ElI n- ,-- -L,- C�.,;voue ZdAn Ficunhu, Sinit, DA,N a , uvona*lclnca� I(COT u'roli 1� ,,, Tt,-,,� `�T G1--1, S"o-AI�Eci- %1-4.1 -thEP'la,ir-tj�- 1, rimidLiouxAt ,2,L,.A-- IL�?� � I L, � - ci� N I C,rinn*<,owPdgarRbff�jkl*u' SnAn, D., ,to sid.k.,[rt �lrnnitr�Mtovd�o QM, CX �- �0l, tlr:rf-T,unon,,� 14 n T�iiN�TtuFl�w.CL§l�K�t�r,d��Niffi,'Rbr r"O1,11 MixMil 0 &q�C-tt�,�,r,,[n,ram,4,�--�,��,��ON 12r.V= Nift Y- NO NIA z Cz,inipaMAT EdioaRtrortUaso slorle Door (4.5-O, ,4iCotclInTrUr X'o:tT1QQonoO*,,) 16 c Tioer-TArTTO rih-C�ms�;Twid Sn,outli-Sair M.�pwil M00 1)",quot,t�ic,��,lr�p.r,tA,4k"7�, Gkrl,��rl 121131111civri NO, Yn NO NI,A C-olool. ad-Fb.vi.�,L ?mllk, C�,, -o, Swelollill �lnirooltgttuts,omli,W OX or cr;(o Florida Departirnert at Business S larafeizzlenal Pegulabon P.q. I -� � _ Fld I. , 17 1 N ol (ccLin ,m, a Protect Tnid R, �=ioi, portirremt c - --- �40 . eq '�12 FIOn,. Flor.da Dopofturond of Businea;6 & Pro-fessional Rejolation F.V, .F., 16 l, I hoona- T ill :�iroto-carrriic and snonailt-sul, nmilltmultIrmAt ,%k.,,,,l U01'ru 03qmOtprm,4mPaCt8qUioT GiLmoni 1261 `X22 No yi� NO, NIA Building Codus and Standairdri ,vnw--t RAildrig Goves and 5oanvorc . s 10A=1 RuodIng i and Standards lz=p �.,,-��O:mt-�- E-Un, ln,n,"Or, or � cocul SineilEl Iln�- "VOTtAtIfinx XX of OXY,0 �-OlIennrnnw ProftetApproVal ApplIC410it Delaill Product Approval Application Deta it Product Approval Appikaden Detail W 'i -, T,orInw1TrI Foo, C�aysr, lwni E-.= Foc N-Oral flp'lit,3984,14000r, mWCt&q,-. ��p,Iiq.c ,Z(Mi= No YM NG NIA ILM23LOA � I � I I I I I . � - � I - Mi WZ4 I - : FIA�:��;:4 ., I I I - , I � � �_-_ - - - - ----- - - i -- -- -- I --- I -- .. � L -- - � _- � - - . -- L ., I - I I � � L � � � - � ' � - � I I I r .1 .- - 11 I I � C-ol cdyn Rtovotoac 511iiii. 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R" I K,u� I � � - ��31l�lr lbll-:,�Zli 1pl�,-Aj-1 va,Anron glain-a-- !&�� - Ill �, I 5, �r V r'l 9:1,5LQ4��j , 11-1,17RI'M 81muo-11 `:1-,'�1 =I-- - �� -1 -Tola vktnan RojiTio, ",Ti Niellthilm W &MAU illuaftiotAl"Waft KfhbLlgLAfr mi-psftfi Rvovo rftrTm.ri -hnV7J Kn-olrEE mwmo Al"11to Nic,ttlow Met I, pAcEir"IT . �o',O o3411"K."" 1WEI-oaN, I V1 ImIcRal kc,--4 U. A Fl,nr,-- ,,, ',-,, C,rn-- c-,d 5-oo-h-Etn 14.1ti-I F,AA',,trl��a,qmk,��awi,.Ilp,sl�TO[rLAquat, Clouca, 12al chm Q111 Y� 11b NVA CA.Wny ".. vw,� X o --,.%� pe'l- F�� ner' L�11.1 . zaq-c �.I� I4TE l,-Lr� �T7- o -O rOltQw-�**.-t, per',itoi M4)17S-or;:I crmw9tu 61til-I pike,quine Solgir, Do- wth sobl�anuiiw- ,%O-j - III T�Auttnl--,� Ed - "A" Efft" - , E�,q, E, _ I rhm, im-Itiolh,om,l.. It A - EsPE - --c- ox - �I-rnd ON0000 ni _a mi _ - - - Sni Nla.,�u Q TA-arniunnug, cr), C,o ,,,, CON, -WA-Ifr R,IPCO I (10 v, WrIt %-4L.,W, Sc. -In � , In", I -NiAh.n! L'a'--21- Roorl,,n � . G-jPjj- fiarrhoo coo.1 . AlL 0�lom r ", . C111hr-1. I-Alond -d �30J IONNA-b-Ic � Folliml R�Iqgrj Irllaont-, - - 9ffl- �Orqor ,l nIo,'.,,,,rTL Enlr- - r jof- I AT-.. I . . t, Lt T, . -EmEd � - -OcIortvni-Ano � X , rtermo-Tru F1 Atm,Q:Los*k irrid SrIoltil,i-Star l-G-1"Aruuio1Mr;&QUI*Jkft OYP1mjWDr Ofm(IWA I '-'III 1=2 tin li- on WL P"f-L-6 Intrit'.- o ,dOAm-r,1E,nmQ1 Prul-4.9 Until- C=ainroolrc E�%. Fiberilitun tongre flooT voluo � � E ni (I onm Pi ournote � XC l C�A a if�))Ao EWL21K.ReD�&O'tj E112101-�,�-!D-2-1-11-1 �L- Fu"Mit�`,os BLIKILD 121 , Th.-T,, ribro.Cit-1-ool Sr-lt,Q-o., ze-, ZM P-A -.d SW -rigol.l-* N..i N�e,iiaq-LN`O. nnioo�lpoor,,Gwumo 1LoD!,-trZ2 no, Ir" 11b NIA tau o, it -A,q'LiqlA - - -d -O-10- Nxed- --rijor Aval- -Ati, -1 Ji WV2 Soot, &2LOads AL.P2o,-jTieL!U Ae�L.zEd'-.1-i- IM-2961 pridow! - _ 2��M A.gEia AlergIN&MA2 602MLIZ-ft kt= czanp-d. Fdi-jo Ft-lado. tarno -1- -- � - - it" In OcOrl W,Wdi Alo-b. - Mon. , tt4�-.LN,Llktk.-,, intrilin, I 9tPk -*Ial on., i. Hv:u� 0�ur- If I lo'duant P, .;Imny �1.qi modAlhot, -A JI-!LAD�ororiiu- N.doo. Colmnediorl coromt -nLAom1rN,rrOcg. " -t- IflIrtZ 4 FW7 D= JO6 11.0no" I -1. -un, a--,- �Eearw Head litalta &L ftsam ftmW 20sarrim !2 �-.d loidallariul In RAIZ Q&A H 111:116011 SJCWW&) goll"A'arrooraulft)� �tr �l, Q,X OIL lEXm I 1 rnmronl, LAD lO,O-,q i1mr-mmoo, Imp3nio"i 1211ru MCI Y- v.lr WA INA I A. o,jiQrL2rLrQ,lurrt moll I l2L�1jl,?r2r "III[ar orlid Woll ocorg �, � IT, , W Iot % GAF cri tod,INN01. "k-9- -M.Ond 3-tir arroland, bomn ..d 1 Oolm= W. Y.. 1114 NIAL C�oor- �-- -, vti� onNfunr,rvol 2 H.4,roo,,� W., SWIT, ib." lo-M I., Along j2rLj,m1An$ Y- Nr- nIA WA 2 D, a,p,lm k[l ... rt 14 r" r Or no ftr ft "IfIr'I'l EdIt'I'mo 416M 12,11,202.1 nin "ll, MI I,p iO,-,I,.-1o,l1 ,,-,� -- Ill � � I, , oj,,iI.� . � ItnEr. -": I , , �; C , I d � Ir �, t Ol Ect I Funim -1 51 r, lkirrocrunI oriowtlierrut coalod 1 2 tt V 1-1=2 to Ve.5 N, I'VA �� 'L III"' lqA '111OWIL"Oltor PONWIdonn-O c`AN[ %m1w 1111dol 1mQ1 �odot I 21ill7tO lo, etz - No Qi'm uarn-posia EdSle FibenrItaLsIr tIro;W Itor, �rith 4 d it'AmoJUSIL"Llto, on" loot - odid VnA: lnirm 121 1 1ID23 o, yn� I. IT,L- addww Qmooirlwovtw�j A�l, GA Or OX0 5 , Aq,,A.CtTIoo N64OQ,lor; Ron l"I'll a, 2,00 ,ATTO!:AIN I '01 rrQ323 l,, 114- - "A l-�:)Rtlnuou5 rk�itld arrJ Sill mifIguirlurcroi 6 I &q,�,.�:,',�",.!,�ll:,�"��,I klol Vom- SHiNd 0.,il �,o k 1:,�'Tcrrl,'s No far A. I, A 23 w. "Thermur-ros TOJhw,CuoruO ard SoxortorsW flomiml 69ilissa ,-quarN0n-1ArpacdqOWA OPAOIJ'A 1:115V2022 NO Yint N, AVA Compolaira Erillb Fireqrla� Doc PmA4umnfI Vented sidral 0-.gioula�iuO YX )IM W XYIV. vantiourarNati 114 2 .. Then,OATru Rlim-CUlilw And Smond, ,1�ar Nomrol giarsk,21 &q--I�N-h,rq.:oOLq*ct Opaqu, 121n�'-N)22 N. Von AL, OVA, l:m ,o **$Or$ E oli 0 p4mllg WA6 Dt- Ina-49 ,-Ah , 9 m,qi*W ti-i-r,Vm"inip, YX �00( n, nl� -rifia-IN-) 217l r, Tratirrm; �Tru Fxvv-C%oita and Srlrcmh�--Ocr rinimlarri 6Sa39:8,",N0--'eo"--vO�-- GOotto 12K.01120:75i No ye%, no 04JA r:mopord. Edip, Fic-Itraort E)an,tol-,�o-AW, ii,oi--ri r SQI,n�E O--,-rvc:--�,� )n% ;,V,xoi, rxr,K Florida Npartmorit of Businutis 8 Protmirtral Reputation plqlrnd� Florid-. 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SDS255CC7 WS2-MO, SDM_M*X 14 'FWANZ Foundatbr, Wall Ari- 19 LST149, LST173 itraigkiI straps 2x one-- Ax modela: on asuire Vamps is -concoaled I C-Z Slon�� Dim, SU45 Hieavy-Uutit Gotin-do, AS Aro-InAr 15 GAI f3A,7 , iii='Sll�&S, SDFI�S,ILWD -,S0_1i S;O,S25W,jrS;A S:DS25:'_-'-29K .e Gusviet Arroes 17 L.1 820. _TFA(i) Brolging �, U seri --a hairsitit'is Faue-moLir,than,�.L-T&Ava*�b�,-in wirti ranging darn 11-9,116"to Q , - ( Sitorill-Drive SO011F Floior.ti,_Fhcror Sonwn 113 :H2A, H2 57, - - - � wiil stnao 6'and hahalh-rarialng frorn 2-58"to I 1lTW' A SDVV=27 I 0 SDVIVF 2 720, SDWF 27 � , SF;WF ^ 7'_ 2POI Humriwin, �rjn, 1 s L,Z11_1. ��: Sir (j I T ,,-,' ir, ' J,Q;ir(� LLIght T a 1 -4 16, 8DW.-MO I --ii, i=-, I ,nA..% I 4 JS r� 1 4L -�__ - 1 "i _ 1 __1 HCIFTZ H a av y Cr in r [ ri a a a d � 0 st T Is 1, 9 NICT 44-Au rn �- Ems - T aticion , 18 HH4� HHG Header Harigem PA E;ST1,7 tii,�:,T�iir ,A�iI"48 hi-iiiii-60 1ASS-1- STRL-nt Stiapni FI-91000o'-fift 19 KESIZ KrnaielEiaAce Staii ol P.'AiTi�kni ;_,181`A�-_ VS�:Al� N,18"A�o, T 1, MS7A,2iri fAA,TA3,S ',`�ta;!ie- M�-A49 'ItizaighL Straps FL910667-A6 I 6 M5 i A-Z 20 M, L50, L,�Q L0 A rig le s 22 NlSrC'2lE MSIC110 ER61,C11:IZ, NIST056, 1i s7arlit Stt�vs , � 21 LCE4 PDat Can 25 NISTC48-211, ivIlgrC16613', Pr.e i Straps ,Qaal Proolnot hj2d2l, Nnim L-,L or Ham j&" ProductMdO. NumbgrorNfintp PrEEjo;i,_1Dgscajltti6M amatiz Lnii=m I ATR316, AT*'IZ ATRS,an. ATR�1.14 Thyee-ded Rod& 2.2 LS30, L6501 LS70, LISLAO Skeirvable Angles 24 msr m_ NISTLIO, NIST148, NISNW, MST172 15i Straps 1 EA series hangers Top tkange hwgera aviatiabe in isiddiz rangtrig from 1 -WWto 7- 2 ATIJ-05, A-u 05-2, AT uM,, A-U17,19- 2 ATURgi AT _'Di A ATUI 0 1 4 -2 Alumin Lim Take -Up Desist, 23 I-Scz Ad�usphble Stair Siringe; Connector in's E,1TS1 , 2- EATSIS NI'S" MT"i"'ir irff"4C, P,iTS30, Mll 14II-diurn 7`wistStraP `/8" -and heights langing tnom 7-11W to W', 3 UP31&2, 5PVz, UlAlf�Z-� �0;:w,Q-21i, SPEAS-3, BFIX4, BM4-3, BMTU03-4 Bea rarp Plates 24 LIS&I261-Z, LSSJ26RZ LSW2%2, LSSJ28RZ. LSSJ21OLZ LSSJ21 URZ Field Adjustaritis Jack Hanger 26 tl---.A-N i C_ 12, 14CXZ,r 1 2 -1 2, hir�;ArZxro- 1 iii, NGAZ% 1C- I 6, rIo,A 2x, 2 - 1 6 bridging 2 0(-.'BF series hangers Top fiange har gers avartable in viviiativir ranging ftm --- -6,Wto 7- , , 4 M-k-Y& CrAVIC iiiii"TWE's Chirviotint, Ch""i"s's- r!__'L Ct"Nai4 -snii Couple r Nuts ill LSSR11 I ii, L SSR2 11, LSSR2 37, LSSR2 56, LSSR210 2, LSSR41 n Fizk Adlustable Skrreablel-Skevinable H3,T'ginir ':?7 R0%r,--_,i Z RZ,.'i,;, 4 Vviall Banding 'U8" ard heiiqtft ranging firci P-I,Wto 2IIi 5 CTUD55, CTUD65, C1 JOW, CTIl T�7'UDM, CTUOT7, CTUD67, CTQ0$O, :�TUDP7; CoCiptrill'TaKe-Vp Devioe 20 LTP4 0Pp -i,- pw�v ii A5 P"G!U W=A��', RpIm--m RefWt Pat* Sitrap 3 GICF senes rianors Top hangs harijets ariovolole in wv�itha tiarigring from 1 -11Z'10 3- CTUD$5, CTUD9k' 2-7 MLr7, sill-24-7, IAL 2V2, ivlL28Z ML21 OZ A,gns :2iu PSP4 S,m I 1c; O'Late Conan- , f4ts' a nd nwillii ran garra from 7- I IeV' to 24". - � T - . - K Igo to - 6 N3, N4, N5, NO Heavy Hex Nuts 28 41 M " .--' Pod I is ii)a,'Irr, nn. �_ Sp- ��4 LSP5 S_'J 5,7111 d �`Iata T ie 4 CCiHr oones ro , Top teinge harger. ia,�aaablo inniolthis ranging from 1 -1'4" to 3- In3rr and io a I EiVFUDS, R-1-03B. Rrtjc4,RTUD4P_ RjUr_15 Rr.�Ils, RTIU07, RTL06 RaWhating Take-ii p Ciavirce 29 N%lHC "initivid FZn1ofCQrr,�s1sr 11. SPn4- SP"d, rEPI-itt Hpar,iyStud Plale'l e . z n irghts ranging Irom 5-1,14" to As' 8 TUD9, TUDIC Take -Up Device SO MILUIX', MMLL,26-2� MiALU25, "101-1-28-2 WINIL',_210, MISILL1121 I � tilp-It I �'�'-'r `,`='VlL,'Q`1 ' Face-tiount vier goms 32 SSI.5, SIK1,5, ss��% ss,i�L� Z"Djd Eihoe 5 E05, EG7, EG9 series Nei Top *ernse hargers zoallable in - w-duis rama-viii from &I Wit 6- - ,- 7,orr - 9 TLjVV'j9 Take -Up Washer - Rac RSCO Root 2sL1L1ndaPY CIPS 3� S 1-9, S-1, 2, inTIn 5f 22, �� I ;1�1��! ST21 21, zil�27-, 1 S Sr2 r.� , A, f-_A I � s�Tbz;ii � STC236 straign, Straps I i - - a nd Misights ran Sing moril I I " to 32-1 0- I D URS3 3,W Llplrft Rod Run T,redowi 5", ten 32 FIST 3 R.nt 1�1,'�-r 3& Ti]20.1627 TH?Gi TR36 I"E,4�4 TB48 TR64 TB66 TEED 'et'sic. 54lidn'tiq 6 ELGQ siefiees itangem Top Hange hangpn�, avakible mr,ridpramnsis. i`T-m1WK1tQ7_ I _L Iii4` and heignts ranuing from I 1 -V4" to 37'� I I JIRS4 4 I _2 � U s! ft ;z oil R I I A Isedowrl �,�_ t e M 313 RTC227, RTC42, R=7 PTCIA4 Rit.pic Ti!e ziA,nn,entor, �0 -i.'�� C 7,1.rG':' -V&.14 ,Mn I I Rio, n � = - - 12 URS5 5i Lroirt Rod Run Tiedowr; ayiiitarn 34 -TC -=-T l HTC4 Ttui,,�w,i7jlidS ?, 61 ',f(.,T, VOTnt, VGTI V�iriabtp Pitch Gjilihn Fieotwor, 7 r1ILLS'saili haritle"S SiAnAls nangers Tavailable in ,iirriffirs ranging 1� A -� W, to G-719, i 3 U R SA 1' vi, " UP lift Rod Rod Tiedoen Svsteroi 55 '. XV T,C�7 -m*� l-L ,,� Z14:,n �, 7 v v F � I n 0 IV �) r, I A R �-, , IV R ,� ,-L � I, AIR I n 6 c, � I � 6 1 43 C I . L, I -011� Ekz�i,g and h"inits rang" from 8-112i'ai, 29'. L s6 _79- Z4� Z44 Fivniii 541fever clp� Z. G.Tiv, senes hanger-, Top'"ge Cargera a'adatime in winitits tsiagv,�g frail) 3-IM" to 7- - I Iff, and heightar ranging from I 1' to 3�. FL91�MAJ-Rjli, FLm2ul-R I 9 mu "res hangers Top haniat, inargers ovaiedite rs wdurs iani from I -V16` to 7- FL#9447-R6 1 17: Ind henghts- tannin fironj 84 ,I. 2W .-IMA Pr dluCiLlikdfli, HUM Dild! or Namir PtrAdj4pt Des!ZMatlen L Ag-'11 rigail'-1 MAC Nilm"r O, Nomp. PriigWoMesgimhon 10 "-'z,L:S series haniverr� Saddle hangerr, available In wWths r-ainging from 5=1414" ic is-ATIC . I DTT2 Hold-litonm Sag # Product Model. Number or Name Product Description I 7, 131-1 2 1,7ii 5 F,,,,'-',L Elk 2,17 x 7 aA L C RH 2 37xg 75 Co it c on, L-i:: �. ii ri. " n Is and froapisr Adroging hunts ',io=`12'to28` W 2 HD--10(4, HOCll Hold -down 1 AHEP Adjustable rfily-End Connector I LrI., OHU, QH�17 F heiis� hai Ogth',,L, Fact-woont (QL� QHU1 and top-flarip. jii)H.,4TF) Iia.-Igws; 11 W,LT series Pi,airrhvre Top flonge hangsdra available in vedma taliging from o_, f4L, to iA e I - I 5 HD08; HHn-01 ' r THOQ14 Hold-down eis. W1--IR-Iiin:1�1, Cicc.2:1 -Sri*73; D$C5R-G0S,_3, C'5�3% SDS2, Or", SA,A C'nnertors avadabk, � ,idWirsrarsirif.,rr 1 pV16'1ri 3 gti"16" and fiegh" 7i8" and heights ranging from 7-1)Z'lo 32" , -1 - - 4 FIDUZ HDIJ4, HUr-15 HDU5, HDU 1 1 HDUI4 Hot-d-olcion � iaviii�rg from A-ifiv, r,' 2--is"In, . JI 11 2 G G.b�e Rfano Conronclgnr -2 tJ4GLTV o&,,oC,kzrn;sirs Top finvige harsets avaratile inwAirrstangtrIg fmmZ-1W1oT, , $Iirap-W�e purfin archor 4 HCP1 Pt, Hi.;R2, K�:P`4 Hip Conior Pliall 3 14GU3,03-SOS, HiJUo.25-$DS HGU5.50-SDS, HGL]5,62-:SUS� HG11,11.00-SVS. HGUT25- Faic�mownt tiaugvwri lis' and iA,RCS, rai-Iging rri Irts S�' 6 LSTHD8 LSTHD8RJ _'Wap-stile liold davir, � "L I F.;T "e,ptritnangriiv Topiriange tran4ent avz1ablz it, words r-ric,,Ig from -_ ti'18" to 3= �, ViiRC'21,2 4HRC42, HHR042�2 H.HRCA11 W, HHRC44. �!'ARC,5 251125 HHRC� 37T3 lZ _� a,,rij L' L __ , . pvoRdgeC,m,tots ISDS, -lGLh.;;00 SCIS , ' - Mi � MAS;A 'ni Foundation ancinvirstlep, t4i flq�612 4 hr,3U-'.iem:S; haritters FAce-irrouit hargers av�ajlahlp in wdtls ranging 1rom 11-5nn' oo 7- R116" aad heights iani front I'Mr, tG26' � - I � ,_ - X and heights rang ing troirr 5 1,�11 6' to 12-7i?', 14 Fa,S4 11 F senestitimpers Top to age icisL hangers av ailabl,' in waltha, roagmg rom 3-1 rb'N; d, lyijiii,4,J3�, NIIA,44 fptrap-sll pi.,hr anntier 6 HAFC�, !3 i I RC-1,11 Har, -, � d 0 e --. r, n eia-to I NIn g 9 PAIS_ PA2:1, P,A,L;S, TIA35, Wil L PA&R :oarrip-styie' Purim anchor -,r LRUAI, LRUA9, : liti-1121iC LRU21 22 Ratio, Hanger 5 H HGU5 2,,tI-SD1,,r HHG_i:5.50-Sr)S HHGU5.62-_-;DS HHG 1-1 7 0,1�SDS H,G'_`7 25i FAr-a-mount har,.jers S=Qfl 9* arid huicAts rorig'ng irmin 5-341n An 15 I M" - I- - l- ",- tjo ,h) S�X,I I HUTT -I[Lr�,F�rresnariqnto -1 �_pCaoqenai ari�aiiable in wriffisranE.N from i 9116I lic 5� I F- - 3 PA i ol P A128 PAi 35 ,131rap-styie purri, anchor s L192& LC,&,L1-_r3 Ll_,�,IIJ410 Light Sta,-ait,k�61mwom� U l4a,Aier I 'S 11 s'THDIO, STHDIOR,j sirap-snin, no n-navar, 9 -St-F4, -RiAl Tnr�, Rv, ghts franipir .�o iarnj Eonarroer - I 1 �2' i no heic igfmM'jL'7il6r'ti noeaj_"iftanS�e � . 6 HHIJS.',�3..IHIHIIJ��32EL2i�Hl-t,'.--,21C�.2,HHI-�S4@,HH!,�S4ir,,��541.,),H4Li--�5W',-, Face-mourt, hmgrnis - ' I ,- STHD14, FTH1314R.1 '.ftopstyle il doi 10 TC24 TC,26 TC75 Tru ss �C lip I � 1-1 1-1 9 1 25el �) vo-ios �'HUCTF. do. aickr for ill noo,deo; Coops; virdth orpral irocr Ill -THAX�,-[HA21�,�,THA2�8,THA2-9�s-2.-E�le.Z2�-�,�I FHAA13,THA418, FHfV,418,THA422, j)djUa greatert-naiZ-1-IfIs' ,jain .[je Tras i,, ' I ', H an ge, 7 HSUR, HISIA. HtiUR,C, hil"r JL C sereshanger, Svpws a �sco-rroum tint, pnirq anailamin in wmai,s ,aniiiing from 3- THAC4�1'�, 1HA42O T1HA422-2,1HA42s_Z1 .4'q'�In�-,-,M"-qndhekj�i�srargc - � inic 16 Hrii"M son" lianget g Top N nge hangers ra,iCratie in,mrid'a rarig-rnj trom 1-016' bc 7 - ,[ from ii-3i.- To "i5-isiW_ , liiLjr22 'L fW2, THAl2 Ii22. THA022, fHAV322 THA"'�122, TH' r4l? PLdtlustri T-ruas H ilinger Sized 4irr 1-Joist,% zi-ealed Var-gie vey-On (HSURC, NSLILC) avaiir,b,,e Tor air -S! 12 THAP� I I � a I 53 - iNR' , I HiriJ2 L - at - ; dheightsmirgiagfrom, :i15't, ", I- , -- -_ fidt' M ,V 81 to riouow 2 d 4X on jeri, nolyr as " O,K*a nos Tc�pfL3,,t�phangp.tsav-alah[Finw nsfiringingfirro i i F 7. �Lr#Lj firs hge r,, r I led 422 "koi,ved TrLritrv, Hanger � PAIRk ser In-- !,- � Is, - 14 111,1#213, L_, iijAzItA _MMA iviluitive rm5s, manioer, a li Fr_'�Xr. 1-11 J121.1, HTU210 i I TrIJ:6 2� HT1,12V-2, riTU-M 2 FanceL-Ino,Ein Iimo� 112' and htiiiahN T.-,- ft.in �--Nra' to 52' � - , - - - - - i is 15 TW1014-SEK,1 Ti��INti2-5-91'Sr5,THJLJ2i3L-��i-,'Y"42e'-V'r MuTirolp Trius� Hangers 9 1-11-1, )AUC ser*.,,, hq.q,r, Fan;e-mGLird1 huCg ,-a I - , onr is, wi tiV in , Tim, In, iri�q 't,�n I -GM 9, to 7- . 17O snoes hargets Trip Soar- hainjsrs, a ailablain,Aid' ranginr;aAm1=5!�,Vlv=%- - , , ali' to. , 16 TSBIR2 24 Truts Spacer-Rearrarnt 1�2 -,Iid heinhits ranging from 2-7,1h:'to [9-114' C,rinceawri Nonri'm SAin' ii,nd hongtria, ran ding from p-14W to I d' 17 VPA,,?, 1ii1dA_15,',j;)AS, 'VPA35F VPA4 vanaw loti.ch r-orrinedic-irs, ,(vAcn 10. amailanir, voi mnOrltr ravine YMth sorrel t�L.t Or 1_4 in seir --, hargArs 7op frange hangerris avwdlarble in viAdth of I S"U'and heights "'.iii,_ thon:Z-0ii - is V F C �R Valley Tirsa Clip � C , rangrpq from 5-rVL8` to'7-14' , - "Ir - _� Face-motr�T hurmio L 20 _13A sines hargars 7op Range hangras avaiii in wdth of I 9i'16'arad he ,- � 5 i 1 rj HLCO� 5ril -Arl_�; HUQ�-Ij � � ij L - _� L� r IJ ,-rtS HU-M21CI-2 MS, HUCOZ10 3 IS: ,�� " ",_ � ",,,Ar, _ r,l,� Lj1jr_A*i4'C5i'!S "Y'GA',' SO�,r F-C--SL�E,!--qr�,.�'-t4lL)--.'�,332F,�l-h ADSL HLIii mriging fromfir-Silkii VS-1.08" - - - - _Lr-, -i_,C��-I� $_S . Simpson Strong -Tie 2020 FBC Approved Products ui:i " i, Q 1 ZQX-MO Simpson Strong -Tie 2-020 FBC Approved Products 'Ac'ne-Z _"-Y_,-:92`0 �� Simpson Strong -Tie 2020 FBC Approved Products L p oat val I Z, 30i-Ai 2 13 Simpson Strong -Tie 2020 FBC Approved Products Usdisrol I Z'Srh-2020 � M=qFor ah.,� lilini 1p 0 SST rinviviviorl- Est, J bA,A,, A 1- n �t H.-rR - - - , - - � i - - t a - SSI T a jr,,r fov 0 s hd t I ir b ei up C i- r- F � i - n - V$A� ' a dkez: F. - kii , -in . A S A T am In � -abi I -Ak j -, " ,,, s� - - � � � - �_ F:<,r direct lin*s to edl Sat apprwial� f4eo beivai, C 1. i,CF H ERE� F a a d d i K: oft a I i Oform at ion. r ed and in g F I III da s i'a de -aid - -t 1 hria , I As p-,# ol I-- r, it mr W, " Ms arm -Da :1 e 0ou q ly 14 c 4 : t id Ac tagr i"It I C , hN QA ; . L_ -EEMEEF �q F% Ao,uonai 'fomarnr vigirminiv; Fic-1,11's taralswide ProdiciApuf-,val �We� w.,. Nraffrii Care t:vo,�-tj twIne _�Asoirpovnciti $�A' _-, jDC - 5__�iiiiioiiiiiiiii -a 4iiii;isCiiii, i,t�,r-.��vire,;:v,,INFIAI'l��'g aia,mit,v AtjaAVnn:AWSwoio and thrivra,lQuid,ri Qc(3n1yNStire0fi,,:r,e __ sor adrEsAw ofamoxion M&Oing "Call SintakaiIdIr ProopOi,�'japirC"el Sijoi-m W4 shaar litedir Sivoinlylilimirie djAisaviarCe (W-cAii A�,,-,�r - , - _ 21 L5 aeries 'arAeF c � T 41 f��Jrl!ilra hall RVFA- vViati,ji) It, in WH M Q' I -9" it" and he,j �rtS FL#Ll jA§j:B5 18 V L LArl, 5 6 L S� 1- a V _' ' ;' V - BV2'C i, Si L U%`2 3 7, A, LWVZ 58. 5,1 - EIV 2.6 8. SPI. I 0"i � M 2, _9 so Flange Jmst i�arigem Air IC��Xp A oheswe Anchor for sononate , rafliiind lioinA-3irg" tolri-lis, A'LA4 C_-7, _�E-CiVi; 5- SASV4 CIE SiLPV4 I 2, FALEVA 28. S;L,5V4-7-r 51L EiV5, ,610 6 Arroo-a-Bolt A 0"EiZ :AM2�As. 17r`i,741iAS1 Sircrig45oft 2WrodgirrAnchorfor oti-,treIreavraftiblia ir, ramon -" LIEAZZ Sirrair. hanpariii 7opflarge hangals arvandlidle in Aid-i of 1,9,11e`dridfieigh,�s !iielitil Er_oltj!a ftgaf� N MLn kIL2r ftMg _ � I A ___r IC -ii? -F:, �-74. FT-t steel, and Tviti 304 and 316 staln�.,.sssti f!Mdgct pescriolon !�=Ur r, OT -Z�5;tl, -1, � I Holdowns . ratd;1ngIAr.r)qa1G"7b1?,liia" 11 Wurl, -0�3 ML�M_44 jcnn I-arrig-r ,11 s',%VpT60, SAMST72 Sciatic � 1 8 mi; 1, I 0 tEtC 7 7 r to, I H D 7 H r,= b T HID H M G, T11 D 44,d' 1-9. T r, C, - M S S, T 1+0 C S T 4L r -, C Stir A3,S) 7 Its a H D H. e a vv D unn Sc r F-,,,v ii A q G h c 4 IF-- r su n c fe- t e a r i a m a so, I,,; ;n LEG3, L LG 6,, L LG7 seriii-i h a n pers Top fW nge hall ge T s a va ila ble, in wo-ris ra or;, Ird frono 33- 1,14' to G- 1� HRS6, HEO55 HIM02 Sirli Tius z I ps Sat 0 Pwte - �� ai, a Isr b in ,wir, h h e x n ei d 1 ri car bo n sirve � a a d T � ,po a 304 ard '? I is ' - 1 718" and hoini i its is r, i�ng annn W is 33-1 A-- _� HUCO2M2 - SOS, H_ C'C21f) A-I�DS, -l4_f'_-4"_'l0-SErS Joist Hangui �� 2 SSP DRP TSP sir, if Pa Ini 7 -I, -stainlees ;tieet crwth countersunk head in oarbori steel and 24 M`Lr75� i'VEW series hangers Top flange haviatifs, avaivible in,,4drthate"ing 1rom 5-1t4` to 3- 4 THG-my 11[33, Tl fGM 4Z TOIGIEtir is T r �riilid M -r-rit Hanger -FA A AT C, U T C TrussClip Type 316 slairiL-ss rol I , W 7�8 .��d�,e;g�U-t,�r.,,i;iglt�;iT!9"',-.321rz-I 5 7H�'iQ2-�,D,�-,,,T�ICIQa-,--�DT.�45, TlG,(_�,Qr-SDS3, THC,QH-'�-SD�R4.5,T�IC,QH4-�',E�S6 Juist Hanqar ,14 TRD',72 Truss Braca 7",:riq.rr,P2 A -rWi �n_ Rod Coutile, f714DS%34110 THD509341i Ti-r. HD Threnidec, Rod Couper fet concrete ., 'M NTVAanei, lrargws Topflangeltangefs taystil-a0le lnirviothavarriging froml-9416"105- 0 THGW3�3, TIIHGW-S-4,, THOVi THA31,MMA ioisr: Hangei 2 15 T X117 Tnia6i,ank 1,;iinrecrof V Tten HO Threaded Rodflaiqtdr lTHD5205;liRH, THQBZ7! 58PH TH037212RH Trion HL) Thieaded Rod Harmerhoi cocfete 1IS'a-d heiglars ranging horn 0-1 14!'to 24i' . THD5(-'.2:4RH- THC.1,_'Ql�pii4� " . 20 PF, Pi "FC113, PFOSE " iihs 4 incers lopl.lirige�r,4�iltwrsavajl,3�)ieqiyAd�wloflVI!5�'aiit4.helgf)T,e I 0 Wedae-All ;`*A) WedgEe-AIiinm!no,,Aa mainitiry rariging firaun:i-SeA'ro 7-1)B" FL*J 147'5.R$ FL*11 A904-1i (D 27 RR Ridge rafter Pon rrec�o r 28 YVP series harqera Topflangehargersavailatite; ,,��r.�ista-K�,�lg4.T-�rl'-V�";�"to"�- J%21 ft-d-u-ift-F4g-Ets:t�UgmklL2rUiLmi.;, EM2201222a=122 k,ZI Pripiald I I - - ,;tjMQdA,14 -pr -Q-LNp ot-DUMMIM fgMb EMAL IRV' atid heighteiranglig 9-1!4'to 3Z'_ I Iiii DaubEe Embedded ",russ Anchor I �,Cein,r" 52-SOSHOti, CCCAAii bel-n12,11S�E18 CICISAS So-SOIAHMI, CCTOM3.62 50.151G, lib!30nify PWT G-1PS - FGTR F-STRHL, FIST ,,-Y,M;k Goder Rettorit Anciror CiT�Ahi 62 _,'�_IS�2 -_-C`ir`nW W Si',, Or. 6 Seq X Finirduct Mold. N u int bef or Naim Product Q=Mun , - _,G, �CCAIAI rr, n�-,SG CA,s 14 6,1� ttSG, 3 H162 9-4�655 H 6-2, HIA-21L'� Clurr5mif1p iB �_iA(_1:r1I5 50_3DSr1 I AT-XP AT X'-- iIinmStoonlish Acrylor AdhesinstroircoscmW n, masi - ELIO QMR1r 4 Ii F1 :11 I 2 � H F -I A 1 6, H ET A !,Y), i�_ r A 2 4 '- �_ A 4fi, Fhixrdad� ;,usAAn,v,s, 2 r'-A; ": ill 1� J.10 �i, @ 11 G -K-T. FC 1 C L Q M 4. COY,,, - K r, 5__ C-C,_ 0 W, f I r -4; G - AT � E I - C L L 2 M CA 6 2 G - KT, Woril Ast Corn, 2 FI-HP I ET -HP EPoxy Adiir_�vin for praiscriCir I L:�1CL_:_J1vrU4 623-K7 &CCLI-CAILIX, o0,"`-KT1 F-C11:11-R.OME-3 62G-K-F. E�=LW')AIX,f�lr:r -3 -,-T-XP S-r-T-X? High Sinarroth Fpoxy Adhesive for masorpry � fiFFAL12, i-IFTAL16, HETAr-r'X E-t; _ en T,r --% Arctic � - E -4-0 � KY, KCI.RorAr�,aS SOG-KI.- _4221 Prggwa Medel, UUM121 or Nams PU191=224iawim In fi�".411(), HN19 Mai-ani rivtV 1: connectors 4 Sirroo2-Boft 2 (Si B2) Rinino-Bah 2 Wedge Anchor far rrkasonty I . , rIL IF , - - �, F G U T414 26, � i G L 415, , 15 0, " G U 10 1, 0 Q H _,i:�r 14 17 2 5 I"I! &� JM Al :17 Heany filasiorry Harigins s -,to, 2 rY` N2'- Trek, 2 Sc-ew Anchor foi Concrete i A-3A_41 ARA44R, AEA45, ABA46R ASAW AHR R Ainii'silai Pcs: Ease 7 HHETA16 HHETA-20, r _jr A74 - AL-Mri HCavy Am,nodiind I Insir. -oci,ior 11 , (D � I r- r - 's) - . � . . 11 AX!,jart-i poic East 3 - - - - 1_402a_4.1_4�LIM�It�2 Mm4anry Ream Klingri is riten HLI rri -H,43�_ THD- H&S',S I H D.CIFWS) Teen �n HIoiays-VuII� "Arovoi,A-cow tor toncrose aIABblie ,, �i-C,l (D 2 AR;o44. ARU44R, ABLJ46, ASAMR, ABLM5 ARC15-6 AB 465, ,iri ASUMP Arautl 8 1LOT2, LGT.':�SM 5� LG I ,Il Girdeffigdoom 4 L1-"_j029- I _Gli%1126-�, ACJM_js4 _C i-V'2a_ 1. _ �"r ,.,,,A2,_ A ARUS&R. ASUIOIC: APUIMIR AR-12_ AP-1-1212R 9 LTA2 Latera!'fru�� Aricho LCh1,,"D 3, LGUMM-4 2 �7:_�kW i �__Uii,14A L�fii)*,,I410 or 316 stwn�o&. sla-ri v.4h hinx tripac� nad A-16 stainless skielorth C_ � A2W44Z, AEAWARZ, AR' , ABM',R7- AlAIM.-IZ, A&WWRZ, A1561-7 Adju%table Post Ears 1:0 MEW-2 �Ml_-TA'96' MIETAl 3, META20, Irl lr� 024 lail A40 EmbeiWen --q,--- Anniniti, ,I rifloi 12-iiii -25, kilbi=i-3 12l' 'I 2t, H81-10.5kir, 25, NIENSA3 560 25, 406HAZI mlill 2_ ttla-rry Tom Force Hear-, �araiina couftte�suok hoard - � 1-1 - - 4 AC'4, A04R, ACV4, AC6, AC,hrre AC�Ed Pwt Cap 1 1 MS7f-.hA-_1A, PAS17.4,4136, MSTGM40, MSTCt,460 sunp -in AIF Lilasio ivv �,tE,HA�',.66�1188,fvlBHA36&14,MBHA��f�hil6,,',419�,A',�-�8,li�;i '.1010,60P.,in I 7ifea Tum� (TNT) TitenTufboScfe,,iAfirhor,lorc.ncreteorma-�nr�� U) 6 BC4, Ef-46 WAR, AC-6 SC6RL BCS, ISCS'2-V4, BCS2-316 fooi-� Cap 12 MTS'10145� IATSM12G, IfTSMIO, HTSN12', T wst St ,p for Mason ,.I W RHAS ,-,�Xi 7:5- hl BH An 511, 25, ' MW AS SQrrr I An 'IRVA5 t 0!- 4, MBH A5 A,11 6, 6 CID44, CW A-W _Mt!i� C1168 E -. h nd -:j no C,_ hu - II F-- on � NIBFIA5 5 1 ,' �fl k3 �_ C0 7 C B 5 044 _5 D _51 - C 8 SQ4Iii- 1,;0,12, i,- �'K� 6 G - 50 5 2, Q5 SQZ U- 5 D 52, '; S-SQi 51 D, 552 Lartienden- W- vnin U-sroo A NIBH L, .3 Z t:h? � �5, MB H U 3,5 W -:, 2 5, til 6 � 1-13, 5 &I 1 5 -, M S (; Z Enn -i 4 � "v1ti!rr1rj5 14 it 6, Wivolify SAvril Hnrrgem� FLMS937-RA 11 M. 700. ZC-CL P-W. Bolltad cp;umni capia -411, Wl sappling from 3-14' to 9-1r22' arid FLMjM-R5 fAirl 4U 2. 5 air 1 th" MBHU6 5 clr� 2s, PASH U 5 �151;71 I -11 5 � IYEI I " F,-W I 5h� kid-H US bEirl A. > Mi raingirv; from 35ff!""o 7-10" MR,HU55(tilej 11,4RHU-950118 -4291 E10duct ModeL NUMM 0ENIM Enduat W�20=90 co 0 in OC4,8=5, Fir?:�MS2 5 Sninort Sviar,veirl oolumn crap5 wilth W1 ritirgir,g from it-lia" to P-IiZ'ti .*2aL Pigiduct Modal, h um kUaLUa= P-Mdu!-,t DegicdIgm I X,Ue101fk�SK XISl01f3,XlS1Al@-4K, X,'�tS1016,XrRIG1016-41K 41 C- I .1 -n,ic,q-M�- A` Ukdoll S-cf-rh lliml� latio-ng Riney- with #3 " I - niiutt "e,ison Tie lihia. Piciint , ramlijEng ifrom 3-518" to 7.1 rY 1 O"T T � 7 C � 0- 1. Cl CPT447� Cliinrt;s�7 CPTEC;Z S� FL#139Z5-F� 2 X5_Q1 I 4`71 224L XLQ I 14B1224-2K 412-24 Strong-Dri-e XL Large,rread Metal Salf-Drillirs, Tapping > ,, Concealed Pds� 7e Baiaa - l4D12. 1-0--if) Boitacd Ffvld__�,Imis M4, EPM6, EP&M, Embedded Po_4 Seat - I Nil 11038, H05B MD-15, HEM Bolted Holdowns Scirev,k, vain $5 Dcll Pon arvil'-aigro, Domineer i-laix %MheArRier Fleard 0- 11 EPB44A,EPL . � -.2 EPS47 Embedded Post Ross 4 h7T4, kn75, ll"71,5-aii,ill Torsion Ties §292 Product hiso,dut. Nurn ber cv� Name Pradu;;t Description _t ,'<Arrt�r I I ,S! 2�4, XiAW i 46M 224-W, 912-14 Strorig-Drive XM Medium -Head MOW Self -Drilling, 15 LCU44 LI�SM 1-mlivarlded Coluni Llase 5 LTT I 9. LTT20B, L7 T131 Litinit Tirri TR s- I SiDAM30l ZZW;,r2Z3W, SDAIT2431 S:VvZZ45�, 5DV`JZ2�51_0 SwIZ-2-60C Sorli Strurng-Drive T,E'ri`J D4VP RL yr ann TRVSS-P�l 5o;eFiCs Tabornig sioleriff-' iiiiii #-� EX'll P ilt and Et plu at- I -ex 0 < I J 0 , ceninij , 'Ij satel, -, 14 L1rr>C4Z. LnUZ LQ_h: Psoz;�aiir !'"17)"W211281"M . 4 XQ1 1, 4 51 224, XQ 1 14=111 �Uir-�2, t'K. _e_,_ 14 Sil 4-.24, XQJ 1 2 S =4r �XrQ I 1_9R I 2924-2K #12-24 $tatmg-Drve X Witall Get Driffing, Tappiing Screirea vath #5 " -F-0 i 5 MPRtAZ MPR667 EMPRaZZ Moment, poon Fase � S'111,14�15450 SOi,r,1`C15OW S'�rc�r,i�---Ir,--�,ri,�,Vr�TRU�3,�-I'Lcq��, litfil Pont 0 - - - - - rK - 14 iorno in - P844- PR44R, P84d, MRS, PISOUR Fmirribadd od Posl� likirso � '-' ,iiimi 5�GLIB ti�,AVHR_,A(ir_,Lj�� SMH194'v�OOLDB - . 40 &MILMM DvIAI 1 A-' Dis S D 7'ki,10002� SO 19 E-'trovrg-DrwevXr,NF TINISER h,,Xr_.,in-.- I )C_ASqCl6 X,,34;e'GV__ #IQ r -g_UrVI0X,j;Ii;E,U' Sacrt�_%Agr T�Oorprg Sr�eiys,ninn =:) 1- P91s"A P&S46 PBS66 Emboadein Poor Ease 4 z,,lil,il 50'IV�27ZXU-3, 00"'i-i"'IT'U"", 'L'Cidl_�"�'C"!r _DW12�AtCi Sir ong-DinteSCIvilt � I lryl iER -HEY H DG Surew #1 Orill Point . _4� . , n �' _0 -15 Pe"A" PISVIO RA -rim Post ease IgRI Pfgdu,-t M-d2l. NumjMr 9L Ngmg pimatta-L)VIiiin ��n - CDWSA62 rl'�'r Sg'!qSj $'�00, $DAS1,331 Z1, SMNS -� SAM Svco%,-Dr;vcSL,`,VG FRAMING -Screw �! 'L D=51 o "'.S�I,irc' I Looi �Aii - SDW322irX 0 � R;4i�-Id PC48-16, PC4,R-18 1205.-�.S. is�_M 16 EPC----16 EFCZ8-18, EPG48-IAI pbs:'Ziop 1. CSM�- 513T18-24. SIA1 xS0 AiR: ArnitAii, 13-ori; I o 'LICCi,15Ccirr liZ)7I2.3MVS224LI0,SE)VvSi2, L� 2 'r�-�cwV-r�r.�-e,�iC",V,-,'"'IMBV-.RSc�rew(inteFiOlGraCle,I FPC`54�1 6� EF1105- is -11 -�--��T��'6,S---TP-20�SSTE241-�1,4TK8,��t�-�E��L5'-,��,TE�'�6,t��816L�3��FE20L�-3512�24LL SKE Anchoir Ewm S 7i,rr,I5;:"2 W 0, 3 DVVS2 2 0 0 0 � 8 ()iJ1dG 2 21 iii 8, UM9,2:1 l 100 3 Er'rA`3221, ioc 00 MWM - IS - - � X ELM"i20-Ho L- 23 EK"E'VI ERC4RZL F.PLSZ' . '18 L -1r, fu MR. E,iNs:ZsA:jCiA Ac;�%13-ABCCCH SMVVS�L28ciooii Strang-Driivis SM,'S - NIBER SaC-W,Exhri-_7Qnn',.j 0- K_4Z� FiC4r7, P'-S-? "'Clin"'r PC-"Z' PC'Q-P'Z EFC42, CPC4,RZ, Prastc:;;ip $STB 7 SQ1,1.A2r-`t117r1R Z, :14CL � I E-12013RZ - SLAN1112,112 i Mx)p Sog * ELlEglact Mittill. Number otritlannt Prorduct Dew rintion - - � - _:iIn r3rSr U .,: � taming Drdt oneclar �� - -_ � outdc�, Amccoo; z;A"brnil Worar 5knonvii, Ut� r'nCFj'4 �9SCF_ad, �_Ssr _�B43� iaSHG Bypass F - Strut Cfci 2_1 PPS,44-4Z F`PF44rd7 Post Rane � SILY.'A�IIAVX_1�13R�. SIDE-11='Inr�UB � < (D 22 RPRZ Retrofit Post Bass FILM 3872-R4 9 Sl r1i"V!d,2TJ0L*1S, SDWS27400ES� :i50,Arr327S()G&S, Sfwvv�,�'.0&10SS, S'FlWS27f.KX),3S, idrors-Dmp SWVIA� I MEER _-S" Sicni,-v 15 I , FGS43 5 FCF45 5, FCRA7 5, Kirili ;`C_8411 ' 15 Bypass Framing;--woo-Glip, Corinecrtio, nLi1VZ'1_2?11OL0EiS, E_;f)VUS2r`11VLi`SS 3 FP14W34SIl FPH'_A)34B1Qi6 FPHSD3461015-5K, I'PHSM461214, 210=15 anc W2,14 SfrirongZrrve FPCIM �rarrAq W�CFS ,'3,i,- a) Ss!g r Product Modal, Num bar or Name Product alescril2lion I: vi ELI) �1,rvfl,"-'Arn Slrenti--Dnri�, SLYVVY SCLE�7_�-RIIEJ Ser8a FPHSOMS12-14, FPWSD34B1214-5K Driliong, Tapping SchoCis -+--a ICU FLM Or06-K I C Als-� 1 2. ,-- ?,j S rrj 4, G M S T C', i i 'r, ", 5, 1 , 1, � 7 5, I 6F C S 1 5 � C 5 -M, 0 S 212 C-pod Straps �_ 1-71"Nor, Cutdoor Acir,iinnes "4X1-hCi_Ao'0.'asn-r 4 LSFC2_2,15 LIS-12:04 25� LSi SFC2 ?S' SFC-4 2'-, SFC'15 25 ficirio! Frami,vi r,onnector 0 00 I I,F?S6 tiCiSia; Hr5i2, PHAA, ['HAP, 2L]_j � - - -5 ridRSC __ � _ . if f - ' 2 25. iS-SG4 :-Er �-SAII - -s-25, ILAESCA 2�' - S�� Al2, FhAir, - -24 FHA.W, NAST126, MSI 1136, sissli 97 �i� V_ gal in L-W4 26� � SAE6 25i SiU_ - Ed C-6 M Sliffel Stud Corrne,aiot� 12gl Proiguat Ngdet, NuMber or Name l`W_duC.tD�_*cr_j13_tjQn MST1481 MST M� MST i 72, 8`0 ST 27, VIKICST 37, E."IMST48 NISSICIa 251vi MS&CC 25iI1.A1 I F-!A, FSA Foundobvir, Anchor 3 I 1TS16, HIS22C, HTS24, HTS 2M 11 M"C, � 17,SrAC H�rirvy 1 Lmst Straps FLIO15363-1i 8 PVKV"`3L Rr-KV116 51 qCl�'Wl 5, vir-iiv`)P�IF' RCK"6"5 EE Rigid li(�_-_ Mkiral cbr.n.clior =:) E< 2 FRM Flat Eituatift Fourr,ilisdon Plate 4 L,;'7A,l0, LST,433, LRrr4p, _S7�73, ?ASTAO, TA57A17, ?i MSTAI 6.11M.STA21. EASTA24 Straps 43 inil (I A ga' 7 1 SOR-3 � REAR4S�53 SCS47 r� ACRAs 5, st�-Rd_ 1 In N'ZCR_:�5 --'8CF4;- �ii lay I ,pa,ss Framing SlideiCrp Connectof 13- � - -17211 , 5 2 -10 _ -SC532-5197, SC-%2-5ir,97, Sr'Sa2--br, I B, SC 562-Ur, 18 Bypass Framang Connector 3 GH46 6, GH46-ii,Q11451-6. GV48-8, GH41 ir-r_ �-_IH41n-8 GHGA-0 GHOis-8, r�Ht&s .6, nH L § in a, � C,n, 0-dar Hanger 5 L5TAP,L5TA12LLS5Al5 LSTA-18,1-STA211 L5fA24,STZfi2L5T2122,S 5 "7 21 5 5, t a p v s3 vn I i � . y a; _K 9 PEO_ductfillodel, NOTInbero'Naliq PLQJEl9t9±2C RUM - A Br,ji _�3rjj'AmEv " iks - 1% A�_ - ssi!i� AS I AA8 18,ya, Truas Plar-mr It) :MC1101r, Ml- SCAFI.- Head-of-Mit Slido-Clip CiatsviciAs .E GHA-1 1:1-6, GH6111s 0 L311JEFE3,25 31 mH3 --' %ASL1 RK5 25 � � , - 4 -_�MAL, nil_Z&�S CL615C, GL860r Gl_O�'A� GLE?S� GILV;7z:�. G LEWD i1mkirrin aearrin., ptalor Lxrilr.� I I iia Plate, � _1� 20�5 20,@2. L4R,i1 'Strarrilto Twsi�, plate io SJris 7, 5 S,C� CC _15a M 26 FVSACIQ,21� Steed,low co"nocilors - � ;X - cl_� " 5 Gr_;M,'_ M-7612 C,LPI--)i8.CL;LT�,AI6,C�L�;T!�ZOLGBLT620 Girkha, searing rial, A LTf,-! 2 LTS1, 6, 1_7$16, LT, I Itini ,`r1Gt,G,rAPr � AS-20, 20 gra T, L.--,,-, P1,A, I .. ASO! r -, " sy " ,paa�rar-iog�'Iidrr_f`tiz Sznn(nonneLnir � �: -"Japoiiii'l m1106 tia) 4 AS-P Hince Plate Ciii�noivz*ur I 2 )`�_ST54 BI 41 4, XLSI T86-� 4! 4 9!4-14 StIong-Onnne XLSii7 St-oudefeLl Sitan�!LAEWnq Tipog".2 ca 6 HGLF_A 111=2M PGLDC -1,31.60 rjeL,.,j G1 ' .Wn Bearing ---a2W S, Ml IIISTA56, �M5211_ ��=,IF 1_T9,Sql 11 S1 16, Sr=� ftr1Sr',r_18, I'ASTC-4i T41-S- S�2 . , - 0 7 HGT4% HO ;T-��, ACT-4 Heavi, GTdtv,rW,rirrsv,n - -1 lirs-CM Mb"rC78, �,jli`61236 �';ainp� S! �ii 4' 4 .--to) 13sronis " LLJ C a LIF010-SMIn limi.tasio I Foundatiori Plate 11 NIT5121, MTSiS, II'M-12L i%AITS20 W7SW, MTS24C, NITIMC ?Aedfljnn7vist&r7ps IS Xn�IS1018.Xe�'r,!CI&AK�XO,IS1214.XCIIR1214-3V�LXC�7&0,1224,Y,078Bl224-3K, "10-18L 4112-14L and 412-24 9tT01r1RDF`VeXMe1alrS_-ff DOM �i = I '11 � P URFP Untwersal Retroft Foundation Plate 12 30151 56, aQ TB1, t_:vFQ.06, S02.37, aii 15�D2 invii, MJ3 112, SIM.56, V23,622, &134�00, T op F I a ir g ei J oist H a A A-_,s fEL*_1 51�2-84 AiQl -E 45, 224 X��Ilr 1481 224-2 5XI. X0 1 12al 22A, XQ1 1 231 22 4-2K, X14131 01 6-5K, Tappng ��cre. < ' Al $1 rjrio� � Sobil 12, $04.2?� StDll S,131,,51) �Al 6 r5I �D4 FA,_4K -XISIZI4 Xl8i,,4-3AK :E a) 13 S'EA2 123% SfaA2 1200L GLBA2AW12. SMA2.12JV, ,-;BA4.I8r S'EIMAttill 0, Top Flainge Jottit Harvra-_ sIiii, __j , ,oi,_�* Produst Model, N rohiner P� tjEi;iiiiEi pro'dur,tt-Deric"critran _�Ffswr �AIZ SASA4 18/14 __ I FT HP Adhesive j-,AI-or co-r- � Z-7 14 SIF i ri!; Hu',navO : 1A 2 Gr I ,,, L(, , I , 0 [- I ,, i � U, Plitt -b) 0, (-I D P M - 7 h, C, 0 P ii, 1 1 - I 0 0, G, u F 1: S, ,I, V., , K., I, 1A, - 11 5 is I AC 1 0 ri, G TH G.IG-SCIUM04 la,4:vvrlor� and assem";ois i5 SA-IMS, SIHIDM, I�114C`DS SA-MIOS, Sil-ID15S, SP-`05.m HvIdAn-irs I PDPA POPAX, PDPA,Lik�r PAViT_ Pravider-actijavud fasAcri"as Theeradet sti-ils, anar ��staim,dies < I �. POPAT PphPrrT X, PlEIA'r P0'4'ii'JP PlN'Ais'iI'1 P'n 4 _j z z I I I I I & I-'Wli SMIOUO, 1-FIDUg, SIHMI 1 Holdown" riniPA'Aiiii trij�' ,, PiC'V1_1,, liv-�',` S V PCIDPA, PFC.I rPA. PTPHM, pill " - a- , -sicn, sdixr Joist: harroers 4 �L T Y, Aidh�__L.in ni-,_�, 4�nr rz-vn-, I SHEET NO. I . . March 15, 20221 PA 1.2 CrT 1 8 2022 \[ A V1 I Virtual Revijw Assist, Inc. plans Review completed and approved. for compliance with the 2020 FBC 7th Ed tion by Debra Anne Klahr PX2300 1//"�' C_ MAW ILLAQW-DADE CIS.- NrF' PGTIndwul hu, U) > (D 0 " _0 Ems FRoilavlc rc QN-FRIC-11. Z�MCTIGN P& �Tlfldarl,jrj %-- a) 0- I_- 2 NOW -F OF All CEPTANCE VA-IDENCE S1g7B_NIITT11) N CJTICE OF --kC CEPTANCE: EVIDENCE, SUBMTTE D CD 0-0 RtSOURCES tsUERj simau. Planes 33175-24.7 (7SI F I—, - -- N OT IC E OF A CCEPTA=NCE: F111DENCE SI'BNflT TED (D (D U) .N_ 0 T I C_ E 0 F A C C E P T.A,. Ni C F, 0" q_Ll I Uidence, submitted mider preivious iiii D. QrALITYASSURANCE Aiii DRAWDl It, TESTS (tondaited:L't 1. N-Lut3iD.tideDe.pv"MeUtofRegulatctryatidEf-.U- 1 matarces (FLEX). CD -0 0 -0 0 0 -= PIG-Tindittstries, hic. 10"i Technology Drive, L b-lanufacturefs die dnwa�htas, andsections, 5, T�st fervclri, nn Fli Aff-h-hifillitatilim T6,r, Iter FBC 'Eks, 2V Q-4 a) 0 CL C: 0 3: North N'tidice. FL342"i , NOAN'sil, 11416C, isdonia Sca i il A it, Pi essiairee Tes t. per FBC, TAS '21, 0 2 -9 4 F� _NLkTERLkL CERTIFICATIONS LL. I'VaWl Slidmg Glass Door NOA (IM silee, Drawasq No- 0.0. titlec i �ttgi - am Kew' par BC TAS 20- � 1 Nar ofAcce c e N o, 15-0 52 & 14 ksixid to Vis, L d --it ion ptarp: ther — M 0 Thi��, N 0A ii, beiinae issued imideir die apipficable, mdes; anif the use of cc ashwison matietials- -Die thrmict I of2 I prepared bv nsan of acnarel dated 10,05 15, -WITZ xvisicl A dated T? 4'� La— N't-kiii. lirmactTest nel TAS'101-0-i Cvchc "Whire Mild PIN xmi Excrusto -C Ex --as for Whislowsand Doorr;'. dated 0911,15. Co 0 > -0 E 0 R-Produc-cgig"m �secocla -4 13 mWal am scalled bV _A__ LNW ef� Pi 5o, T S _!U A"iftial PresslLue Load Pei FB. !A� on 09Y 3CU 19 be n- edin !&lttmi Dade- Cinim- sold �gfhel allowed 1--uffie Audi 6 forced, Exry Test_ I)K F3C. TAS _202 414 _I _(_ U 1 tol -d f VIC-e of.A arice. 'Co, 16 yo 2,C),jS is C 12 T`h_--NC_)A,ba_i1n rgevabdaftefti lt� �TS allorw withimark-I dralivings anclinstallation diag- -of grass! shill W dogi prepayed - istid lighter Shades (Noa-AXhilte) Rigid PN'( Extetior- Exianslons for 1000f Tin `01 CU U) Man ccan a t-e rhl�L ',L,- 'Ofiatnu olaill d r the A HJ:(z,_ at lea lig hos � :vUlanti, D: je C',-,va ato Ve r-,e in 'F- le%3t a STE gas I, its g� --J i AL A Z ssarjeA i Fentigdafim lel L U_ _R_� No FT L&I 49 lag --T 'W"nadovivcand Dilooti", dated 12, & 161. mg-jaig on 1 2,112 29�2 prf�iidvtct ox name" tested for eptalitya: smral pUlposes if dris Pro Ma t ee i al frhihm z p anbras di te a C c tp � 2 L al Missilt 111 iPil Ct 11 f%f PVCT F B= IC TE A 1 1-94 "caled lslrdahnis iega reon se=�:c on12;D4t-1aad0_',U1-`e- P so 1 N otice c Ac No, 1; 1' r Visim F_ stion I mas, ginited far their maniset, the mam&ctarer vifih - the expou -,o ig! �_ itch testias and i !hi, AHY may dofflediatel y -tier oke � tuodify, a f �`Absp�sftd the Use of Mill pfodUCt o1i MAterial aidiio their Urisdirlion, REP. resenves, the right to fevoll thn� - - c I t -2 -5 t_ Itni C'� 31 C yclic Wind -BE('.TAS_ 210-3-94 Pfessme Loadiftepef F A :_31i -,sijincaked�caf d:cmusam; and imtadaticaar dni of ---ia gilding iial d - r�� 0 '-102- q.x laffidt- hou leia� per Foc-TAill- �,M m te Y11 oil I I C Urufz nn Stattf Air Pli tife Tssa� per FBC-. TA -BI s�-*ss it C oatl4d (Paiutfti or Lanunated' NAlke Rigid PW"Exteiglor Exti-11don s f ol Windom, indDtiLf�tqc'--A-at,-Ido&ij.-,-YEI2-Wi[_ ac jir I MUO-Ciade DV Faffes, - kio Lab !tie Teat Report a- FTI_ 8 17 e-ld LUI 519= gal ti I -- wai- aels�anc- Ties ) , J .1 I- per FF1 fAs M: 9 4 Norice of Acce: a N 0 1" 7 1 2 1. 0 Z issued + ENTERGI Fieneos tra. aina-SA. solixt U xneet die repallemeavis of Me applicable otuld a* code� 1, - 7171iii� roducti16 apixavedias has beefide"i sued to cil strith the F10110a Rudding code� d,aljoi �it-)rmsta; P est resgov, f I on afic U seakd xil T T - -. - � i,.3 Lati MZS le 1 1 Teit psl� FBC. TAS 2(1-94 Inc- fiT lbeir - TAN 3040 and Lighter *khades (Non-nTdre) i 'd Pj-CL Exterior filat2illighVeloc 14t rrw or i4 Z, -tt,_ DiEls-CRIPTION:Seciel S 1340cor'neri-L-III, test Tep off Cirl -1 Rafil. Wri Ie - pi-T IV.�� T aar T .2) Uniforrint Air Pressitati Test. , pff F-B&C T 15 21CA2 rochis Wind pjaggs, c, E al diineonfs and ial! 11'arnin laimagnian or VmNd &hdraq gi docir. pttparrd !P Emusiow for Windows a.nd Doora"' dated dq 5,46- expiring ,in 02 104 1 Notice of Acceptance No- 1647110=4 i to S-olsaiOnSUSk, R -.TAS 1 - "Bronze DOCUM ENT. Dfavanir'No Rex B. d I S11 _ - i viaw din Ging-Dc i J%'� Ater LC "Tance Test, per FBC bis, FeneviratioaTestiaz Lab, Inc, � Tiest Report No. Fn 8-5,:52. dated 111)4l 1 ti-a ed -.and Inc ft their and Lighter Shailer of Cap CoatedRigid PX-C'Exterbu .A.P_PRGN-,,k1,,, titli I throach-', 1 of,21 1- dated 10. �0515 'Laid last M on 0`1� s'etl 110 1 simed and sealed by U 4) aw bloisak, Inw-walict Tt Pei- FBC TAS� 20 st-n-led 13-V ld-11t], Urleofa Is E_ (1tg rq I-e- an. 45 2 rs Furnsions for Winclost-s and Dsra i- Wed 0015 `16. tipiring ots G*,'16112110� I - A-Lynn'Nfiller. P1_1searing the Nifenai-Dade C Ovictic Wi III P Fal Winypef FBC�TlIkS `03-� 6 i F orced Ern -Ty lest per FBC -, TAS 20,22-94 lest repart m 1, ) I III&W.U1, S tal ic A U* Pressuire Te st rwr FBC TA 2'i Lam7le Missile Invac t Test p-- FRC TAS 2U 1. ss+ 6 No a of Accep-ame NO. 104111103 issued to ENERGI Fenestration Solotions USA- of their d PX*C Extel Inc, f sionsfrj:t�NN',indowsattdDooi�s'�d2.t.ed -ACXettma-ce uanitiff and expittlifion dwe by the Ili Dade, C�atwy Fkadwit Czaa ol Sectim sliU -" , - - Tsao - I 1 MISIULE IMPACT RAIT�G! Larov and a," in winin a -ad iddallacim dnmsan I- asl= wilhanaked-1 c Ulds �g dom ]PT a) lIvelic Y!Vi Pon Loading M FBC'. TAS 211 _Q 0 0 IT vail on 02'2&1, byFeam, Lab, fuc- Test RRocat No� FTL 9546- dated 1 Klned ;ilonz it I- marked-4-apdr- g sand instalb- ion 1= of, suA �Lhd door� prepated fam tag QWs Nof -00 -792(�k)� 110-06-NN Test relso N s). 10 per ASMI Ilia adde 'q (Shell jCL bleSC isitsmal afel ia�saoennity for :1 a re nbkc beal I iD u --pai ICE! sel b,,r 11dalmis Olrtslaa" P E, (Test report m, �ised tan, 0 li,041116 md Q12 112 is I I A 1 stied ""Y' ri�qi_,ftati Tesaing Lab- Tel P_ NOL fTL fitmil egi A Z2l,L 1 '1 �j .A A iq -6- A!MID A SIM L 4 i,, by �2p an EXUVA to,vt'k-I sExTrUgglim fix Cell sk 'See ,if PV glass ty peps,stll riser �'see tables B-1 & E �21�;aleiac'7_8 J and anchor layout she eft re- snig in 1 doo F_iaid Whize P'X-'- Tan 1N_onWhqe'1 Risid FVC andBroon coated (Tainieder laniialatedi-WIUre R_ PW be -- '0. A-V h"ton- 7egd, per 7F'R 3. Test mporn On ) linifarni Stalic Air Press -me Test, pm- Fl TAS 202%94 H 11 _,U :Signea am akift by Jorge E, (.511birtiWed rmder-;V0.4.;l -it!- M- 049 L 11Wb it) #W is rider X0.4 N't), 11�610 7, 04LI 1121seal per refte*oedN0A7si-esp BC- Watef'FLesistance Test- Per �,kl$ 8 -7 -t of t ii r. - el -1 - 11 Air Infiltmt Lcm2 Test Per FB C. TA �3 9- Notice ofAccent Nix� 144 n hal is to Knii, Anterka- Istc. fortheni ares; o pea, a b le d -,a at s in tat - mnat vill as as ml a�_rfffi a i -a Eap- t p e r F BC r le qu hemen! -3 a phc an le -101 4�i L, :Nlissile InIplact Te-A per FBI C. TA153 - -94 Tp� TA ')1 Iniform Static Air Pressitre Lus= Z f7 ,;,_ l:, & _ ar- �Selasrxr,-Aas,lt (Clear and 1114te) 10 U 4 1 4� Ncktgl-al asides iial 3 4 t CvrYkc Wind Pressiwe Loadi—r-er FBC'- TAS -0 -�p I'l Registanigre plef FLBC, TAS l 9- Notice of Acceptance No-16,11IF-01 isstied to Ktirartay Animc-1. TLM:�. for their LARELIN-G Eachua.,�:s belai, a pentsmueat label with the aasainftcmog�nsnoe orlofls� cior state and selies old 1disarn-Daide CwnVrPToAxt A _� I Forised Eons; Tie off Y along Axith andoel eramm togs In allarmi disgrain c varyi sliding glass dotx% prep, -Pat&'- 4) "ic IvAlIcs"le Inv v less per FBC TAS 2491 Lar. T _N R -- I 04,C1,1C Wmd pielissaire Loadinizipoe-_ F-C !Ac 2,03-94 I-InaidearF. (Clearand Color PN-B Intesilavet-I CUNfata tan it W RIN of it n:s-N'0A a rel application half has beettala bv Few�,tritioxi Testing Lab, Inc,je-st Report No. FTL 8547- riatel 1-1,0141115% omsed 6) Fisrctd Ent �ry Tevi per FB C_ T�k is .2-- E. STATE111N.-TS chan -tplic-Misliletil geim the ap n c-ode nexafii�ely af frectosp, tie cc- a proIduct TMAMAT1,0,N'olthis NOA xv ill al after the expir-311011 date or if these has been a recnivol chatigatinthe stal d bg-I& as0rtegxR,E, i '-st I m"Tr nenl U, 01", X! abr qv -ep, oti 4 T ififfitraffi- Te-, Me- TAS 202 94 - ell�t selporr co AHT ,- j-. , I _d _j, . aloo It _g! - llafsti— �`gmo Of %Wa slidula iwall — ii -p glass door: Prepared b�; Fientstration Testing Lab, Inc-Ject Repon No- FTL 6357 (sautples A-! thri A-5), dated --tinisent"ll of confornm-ce witk]FBC�Slt Edition and FBIC-40kEdidon F less t201' i i: b- - --ri actsire-� nailed M 4,; 17. si Agped ntakd Lagais I P�EL materials, vtse� ani'lViox tit aall fitc alre of the produftof laroces_� of xqyr ls I odam c A�'Ii, Press T pner FRC TAS VI=A34 St A., ",06, sliiiined jotes _k, Catiwz� P� E. (Stibiptined rinder VO.4 Xo� !1- T no Statesilentletul d --y issoe Is sbi 5 savers �iin a 0 1- 1 a the-- p -a T=e s shall a Ut c, oust i C aky t -2 ca was Tie Th i s 1% Faitntii covqplyagah agy 2- -, 1 - WateT RLrs' ance Test- pei� F-BC TAS 2( 2-94 9,10 in & se,*.d!bv. Lvnn MAIm RE. sec tiam of`dxi,, NOA shall be c awsp fbil temination and reasal of'tiM j7pd,e T " cit Int 11% 4) Large Ich .11ITa per FBC � 1 S 2" 1 04 I, 3. Letter L A lab compliance. act of the abov-le test repoas, ADVERTISE.NIENT: The NOA nun*ler pieceded by dievviorda,%fiami-Dade Ccaoxty� Rolidix, and k4laimmed bythe 5) Cyc lic Wh1_ 4 Prtss ure L ca d ing per FB C1, TA S -94 CAUC-T'LATION c D V-1 is q ICIL da. RE -a hts an 4� R.EFL Test Propol I No. 17-0387- dated 10 Smell i., exp If aaj pqortiouoffdseN0Ais displz�llre& then it shall be, 6) Foriced Elar Test� per- FBIC, M4LS 2.0,294 t InAlor ca �Icm cidi. flon45 'rul vnKetzaal anah si7i, c- lyo� with- g allatirga, sivithrinrill draxi aUd installation dia%irara Of vinA gliding s as dow ft a on 0 qIli -d A - T-"- . - � I aud 1;c�- I- ifed 15 sauled 4- seakid by P(IJ attd I W _)THT G� 10 ER 1-NNSPECTION', Acop.yof this entn*!ill sIzUbe-ors;--cle-ato theularb themajotf _m and Y 415-, wtdai I LA Inc_ Test R-itport No- FIL Z45U- d -.A I MWO-1 te d 'D , I 1 P, E f_j�`rdb in P red o ri deri 4 A`o� 5 i NoTi- of" Acceptance No. 1$4210kl, iss%ted, to PGT ladmiries, for their Series shall be w-vadable for n1mliection, at thejob sitel at the reqaea 0. -the Budding Officlal, A repiortnm�, on ld and d2A. 1 a--- -1. J` Glhumg coniplilts lVau -70"' X Sliding Glass Door (Rehifist ced) - L.'-NIJ- taing c---. 04f 1 4 2 1 Ihis�,NOA.re-;sses & ren imm-s N70A*20L64!9_h5 ant coosi-s-as of thispape I and evideallol E,- 1. 2-2, E-3). E4� Z� -6a-viliallaiz pro--k- uniewntenuonedaboi*, E E Th e s t*_&afte d d a c tu 2 w n ta tier, va s, r e-, - usill b 1 - 1 9 1 C I ri U it, t. P 1. anila, I-A-1 q TL Ca a ads ID X� Pi,oduclv Castr UCJ C QUrrGj Unit SlMc Coun-91 Uuit $Uplarviier, N0.4.1ye, :1_01.Wulk NOA NQ� '1-0209,N� sU X_0A ligaz *1=20!l1i ExpirahanDatit, Apri[14�:016 V Eipir2fion Dart-, AprU14�2016 ExpjraoomDtrt,.� Apri]14..�01.16 Exppirmicml).Alr*� A�l - i - g_ g Arill DaniWareh '.')It �5 - Ant 1: _3 PGT Indwsries* Inc- C GI Al:"Jasdo%�;, and Dools-sil, Inic PGT Industries Int- NOTICE Of ACCEPTANCE: EN-IDENCISUB-NUTTED X - TICE 4-L)y A CCI P TANK E EN71DENCE SU NUITED (U) - T CF.0F ACC EPT.kXC1,: EX"WE -C 1\ Gj I 1 L Evidence Submitted under pieviotts stibmittal I New Ei-idencie 5. Quanex Part �tll)ler Smacer Stanitard complying with ASTIM C518 Thenni Conditicti%rav, A". DRAMING, �S 0-891 BTLT-iaAar,-fF-'F. AS7117�4 F 1249 Nkr%'TRpa�s� ASTM D39S5 OxygeaPass� AS*Ml E k DRANM -GS 1. Nwiving No� IAID-55170.0 RerB. titled "'Virti4 F51idtag Gbss D= N() A (LINCIt". sheets 21(si) 1,G Ditrabilitv-No Fo-e-Pass. 6ribitfitted it rider prerims A'0.4 A`o, I 5-04019�05) 19 Dranisw No- Nfl)-55 70,t) Rpi�� W tilled Vim,4 Slidirtig Glaslis, Deporl'Q,0A illeen, I 1 throi 21 le"21 P ar b-�- =-mufacncier, dated 1.0m 1- and 1. rccis:ed an 0*2120, A- L�mn Nliger. P.E� 6. ?an 2 11 rase coavls,-Ing V, it 11 AuSs rN I C5 18 -1heriLal Condo � cl B rk: - U11 thr Wred 1 II� 1 Us eT J a i e I. 1,� 05 15 1 n d la � st r e i &el d in 2 C, 1 g2 1 Dim Cn signed, land sealed by qj;.Usex ga Ci ity signed and scaled by A L)rrta 11lithlef, P 1. hr�-ft`-`F� ASTNII F 1249 WVTF,-Pa-ss,. ASTM D 1454 Argon, Penuelasice-Pass, ASTINI E B. TESTS 2 18 0, 1 G, D x a x a bilh t 1' -No Fial ASTM E 544) Dem., Point De-vtflop i -�1200F in 49 lxrs, Note� This ricl,"1151011, Collstst's rellializeirtent of surie eouv; ing, ikgmV With not head- CD 1, TestreWsow 1) AirInfiltration T-0st, per FBIC.TAS, ]!02-054 unliller X0,4,,\7Il 15-9-109.05), 21 7nifixfn Stiri-Air Pressure Test- Lciadaigper F C T B AS 202-94 Vision Emnisions. Ltd Partscomphi %N- ith PVC'-A_k_X_Tk h1wary Soigg-1-ficalim � I i= V B TEST�s 3, W,. ter Riesis ove Tt a ta per FBC, TA 1202 �94 _fneS � il In' - r - , 4 �� =1 v- , - L UIVI U uite (?l .13f fill Us ion IOT L 41 bripact Test perFBC_1AS2%%f1_]g=1r CychZ Wind firmsstare Loadin Ig MAS 203-94 _A� E:sgngftCl N& C es�atiiia Progradi, Nf1s 1 646q L pler aloA diamn-it and inistanai diagrran orall PGTIndoss; jbc� i 8, Vi- P srovoplvisa!i withD - A-Alktk 3 11� repirlignma nad S- listed beltra, and tested. nit qajadf Dow Kil Dinairs-il 083 silic ol I ___ fS'lisbirtittred ififiderA-0-121 Xis, 15 5 1 -A_LFI=Y,:kSSVRANCE Prepared by F Tastini 97- o z,, Specaficattan for _Rieid ficay Idyl k- rld 1 1. Cog D, F TL-7897, PIGT PW55_10 PW'Flixed Window (unk, fin Xoposad). dated 0,0!b31'14 -tnision-s A -1 by AAANLA-L Fenestrattoo Ext r Profile I"tofiles flist %`ision E,x Ltd. 7EX 1, --11 Da� D-- tof c- F"TL-M_2107J� PGT SGD7'901 Akinxinum Shl CAx-r-s Door Nitnit 7 in proposa�) FTL-10- Cert ill c, at io a P Tvoigi'lart i 2107.2,PGTCA740A1wu inp-ropol Fn-2( 10, Nolfict �'Ac Nor 18-1217J4 iissoed DO Enier - FienfEratmi Z� 1zcc., az Z--T- Vi 'R f:4 E. -AIATLRL-kL: CERTIFICATION! 1107a'K PGT PW7620A AnIffn UM I'med Wasi �o 9 1` itanyo and rTL-20.11i0i theLr -`Tau 3040 i& ligia shade (tion-whirelt White Fdgid PVC Extetior Eatruslons, for g i - L Noti-p?, 0" Accetnance No- 10-4005,02 iscued roKtwarai Atnerka, Inc, I ttat- thela > ,f L�t kJonnotain f jK 1, in prop dated 071 11-20. signed PG_ PW? ed W�jnidcwiry _Wdows and Doci ex ir� g on 02144!21. P -B GL 0, ii&�`ildj "Trosifolt. Ultr3diti Clear, and C olovi, PI ass laterlavel C, a 0 and sealed by idalixisOrtegA, P�E_ I I Notice of AcceptariceNct. 18-012,2.LO2 imvd to Extergi FertesuatIOU Sobankm,, lnc� far "Whil N otire of A r clevircace No� 1 7�0808,0 rZ sisced CID Kisrara. , %- Amedica, Inc, tx W-11 C, CALCULATION-S i s oil theff s Rizid Pl"C' Eirediar Emwitsel for I'Visidlil and Do exv:ff-W Intf-Alevecc- CL Ir A=hor velfficatior, atralysis- with, FBC 711 0 of Accev,aoi.-e No. 18-1161 isgit es; "A On th �Brosi-n calculations and sin;cortral coni, 12. Notice of :,kirceptawe No� 2042,03,03 issued to Eneip Fenestraticia Soluttor,� U-S��" lloc� T t oared t-Paiated or Lamillatedi White Rigid PN'C- Ex criun Exr-UnSIGPE !_-I= W Edition (Z0210), 04,21-:20,L prepmed by tiamifactitmen signed aLvd miled ble pj(�L E,_(., to_ F thell "Brottze & light shade cap t:4-.,ased White Ridd �Tlliwjl and Deors7, U On 0 Aif xorLy=Nfiller, PEI, Glazmg Windows, and Door-�', expiraw on 04;l 6i'21-151, 4 of Acceprwnce No 18-110 U1 ',$a!= it viaml 10 41 'efagS W conWhes, -12 ,land -1& *41"E 1001 Tan 202 antl lJobver d1saide- (Nool like? Riiial sasdat Pi JX1*J:W D. QU _U Wi- ASSILMkNCE r. s_TATE_NmNT_ is Extrusions forlikVindoials and Dool-s". eniring ian 1-229`1� 'Miam-Daire Detxirtm era of'Fm E platisfy,and 1, Staresnerix lettft,�- of C to FBC 714L E'litiOn (2020). dr4ated 0�4`2,'_"T,20� issued b P-E. Y� QTATEAIELNTI� F� _NLXTERLk=L CERTIRCATIONS statentent letter of no finanda'A interest and ofindependent. issialed by.riumufact-wer. -dated sratertlem, le'tter Of Coulbrrruaillee to FRC Edinian (21 101- 02-01�22� iss-iied bI Notice a �IkCceprrani No- 190305.02 isi to Km-aj�a�* Allanesica.1ac. fortheir 04--!18,210- sirned and wakid bY Antliorry- Lym Nfilk-1- P_F fwkllvtfactoref� signed and sealed bir AntholaMICL-r. P1� 11niackar. Clear, and Color PA-B Glass Interlayers;7- mrd on Priol Liabelinz Ameement doctiment Imageen PC-,-,r-_ dated U, afid ffencid -V arl silly Pr a ie� Labi Agpeeo_ dated C092� isemeeri ?i Industr.s. Ine. and CGI C0 071 i=hxd Parh Willisilow-g anil Dc- ial simezd Lresn PRI P,E_ V.P_ Envi X beharfL of 'Weei En Notice of Ac ceptmice No - 17-486.&0" isived to Kluarzry America. -talc. f or their both conipixtik."s, < lor and AWV01 Glass, expLring v�t (IT! I G. C)THIERS I Notice of 4A ceptance No. 19 :-ion itm' as, L mc -11 Q& 10 nisutd to %'is . Ex: sio inured for th& ' I. Thh� NOA reiises �NOAI#r and updates to FBC102Q,(*711EdjdQn), Coareld (p ainted or Laminated) NAlike Rizoid PW Exterior ExitIMSWUS, ex�plirhig 041"I'l, �1121 1, -this NOA j-pilses & iersei s NOA# 20-04L:,O�"()"5�,(PL-,kvvC-'Gf'� eypin Is 04 for NX-indows and Disats', exparrm on 0� � `I�i �g 'Ll A 2" 1he cturent associated PLA C GI fdC __11-0 lfjl;�011 e%ja 0+, 1"!-- 4� Not ice OL ��-CceyvtAi No� 18-1106. 11 Mail to F_xtrivi Limited feir their 041 4?-1 1 sinift 17E 100-0 Tan 202 and lighter shad-e-, (Non---Whior) Right Cellular PN-C UJ Exterior Extrusions forAYindoiTs and Doci contrail on 112,29 21, Elaq L Clmadli,, P haul F` Ctiaadl P-7. Product Corlarei gi Tall t si Uzit Superrve.- No_-k X,�� : 10;*L:0 �5 (Q, 'Ni No. FiA3 Expirmtinalixt�i Expiration Date: Apt-il 14.:0'.16 Exiiuration Daw _ancjj 14, Ifiltj rn�ror,� zr� Nia. F. V-1 I* Al APPTOVA,Dqte�i� Nfar"A ':9,:0!1 E, E -6 E -4 SHEET NO. March 15, 2022 PA 1.3 \/R/\ OCT Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editionikl/� by Debra Anne Klahr PX2300 -- v I / \ � I n in;, If � � c.r x V i t-7 =r][Chelecre ILCU),�jeyei;dstit 2 ��llf�� A� If - R Fiff for r N a - 7 Inx , 3 I � - - � � - - ae�- i, � I L; EC, - ato--'ski 4- ,viO` 'v '',',,'I'll., ... ... 11 .... .. 1 :�A Ii w r -13-9 ffy FO Lr-l-!V--3�ill'u- �S--F.qik-Em%i COMF;A viI - , REPORTS: 2 jj ES T - - - P-MAIERIAL.9WARACTEMUCS AND SPE N.6 ; � - - - C 1 F 1 C A W -- - ----- - - .,..------ ----- - I2 arSe missile ,PIPPIC- aIid faligufs lead malswena pwnurned under Protocols TAS � Shaft -- Sir,'--* in alsommance- with General Notes and Components indicelted on wa:,,,W��,,,.- QdUO@RMQ)].LILn P�1=�"[�L I 0 1 1 1 '201 as Per section 1626 of the Reticle Stildi Conn. Uniforn 6tazivloea-s sheet 1 2 and 22 of 26� of Product Evaluation Document (F.E.D.), drawing T" �:,l I411r�,-,g� aa per TAS 202 Pirotoco�, Test reppor`44 prepared by Hurnuene Etili-inee ring & - No�ZIIR176, Arrhorspecirfications shall be as indicato'd oil Sheet. 1, 7 end 21 of Te s ll i lg, friv, I R a ps.g5 # 9 4-a 6 -4 Ra I ed 0 8 ;` M I SO 6, P-36-570 d at 0 d 0 99 I I 8111 e 9 6, 26, of Product Evaluation Dowment (P,E-D.I. drawing No. Vji7s. P RMIJ. T UATI "N9FqjRT #96-T30 datod OCIO,1011 W6, all three allined and sealed v a Hector M. headifia, . � -C .. P E., Fenestration Tersting Laboratory, Inc. reports #, 2032 dated LK`18)19Q6 and # 2126 dated 1010611g98 witnessed ilry Gilbitirt Dbirrond, P.E. Pnd Report No. 7- LIMJTA-.T].ONS AN C-DAWTJQW� US - V I 02%L(t`143�1, daled March 4,20KsIgned and Eansied by EcirmilldD LargSORSPada. iE- REPORT NO.: 20472841 P P, and Henny HEEftpm� P�F'. . 7�1. shaU be 'Stri(Aly ill L;urNPIRAirs-, with Goenerni N-vton No, I, (Alfrim 14, irmcaled DATE,* July 28, X20 on shoot 1 of 26, as wall as General Notes # 1 trill 4 and I I thru 16, Indicated T a If a 0EE to at to pa Rt No. 901L4 - I 19 7 b y O.,C NI a t a I I Lrr,q I ca I, I n c., d i ixxl !P,a�rcc h 1 3. 2 ICK.O. on sheef 21 of 216 of Product Evaluation Do ccw�re (PrE�O,j� drawing Nic- 210-�76 PRODUCT CATEGORY: $hLKWM . - siunred ani scalcd oY Frank arate, P,E prepared by Tillem, ini- and signeol and sealed byWatter Ar -Jjljt� Jr., P.E PRODUCT SUB -CATEGORY. Storm Panels - � U-7 I L 2�3� STRI 110 -URAI FNCUMFERdayj�-1 COR5� 7.2. Product may be irmitifield within HIGH 'I.TLOCITY HURRICANE ZONEZ as On 2,` (�igsiF;nivanized else! S-form Pj"-, frMaxi'Mumpall8l: Yadfh vs� deslign defined on section 1620,2 lof the Flonda lOolding CodR. PRODUCT NAME� 20 GAGE GALVANIZED STEEL STORM PANEL wind load, 02 RAIIIII as maximum anchor spacing vs des�qn Ovind'inal and panel MANUFAC7URER-, Global Finstaic � iornoThIcalred or rationEd -And q��Omparfltive ancAysls, and jr, acconaance with - - I n 'in,a 6000f 'r1fte(,, 7-3, Product Small oily be installeid into puumd concrete, o"Fricrete block, and -.11en -ProductsLLI.C. vvc-lon IS for ifle Finfea B-nn � Cal u1st On efv4O`-1r-d! � - 1C L� I Tr rRV � - 4' rc, i I , - wood fta me struilut as- 48W &W, Sl Stra-st � I t . � � U 'T i R �Lt E oNivO I `IflM,-Q,r and 0314 2, -I,-', signed and sealeft Or Usaft r A� n , , P E, Davie. PlarkhR33314 � PURPOSE OF EVALUATtON: "15 SJUL-IMPAC-TREU51A -WC E-. Produal Evaluation Report p- . I repared by Walter A, Tfflh, Jr-, P IE. (Aorlda License . This is a Product Evaialawn Report issued be Walter A. TINIC jr., PJE� fSysteni - - l'a [go firlissila lotpact under section I 0.28 of fine F�orklyf 80,dfng Code, ass pai- No. 44167), P-esident Of Titteety ftfc� ir-brida CA-0006719)� - . ID # 1906) to the Global Protection Products. LLC, Rule Chapter No. TAS 201 Plctcisol. 61 020-3, Method I 0 of the Florida Department of Busin Stas and 4� WIND LOADS RE$fS A N Q1, - j ,,,,,IiIi.l2!J0F,, Nio"i P lk � ,I ly / - C%k 'it " � � � -,. Professional RagulatiorE L � 20 Gage Ga�yarflzed St",' Sinful Nriel has I � � ,,I�y ., V �',,, -.11 � ,ill "" � ., PR,t;i,, `�. �� tl,gori verifie to SLIStAkl W1,40 , � * -, ,RC % tj I e .. This product- is betrig Issued an Evatuation Report as describeld herein, arid has pria,seUres. tsaximvrn fiscal 4-e-ath, ll -Liesindlesfted on ss[Feots 85 10, 14,'I5, _ sh j! In � -- I ,.�- � , - I 11 "E L7 � - '167 ' - 44 been verified for compliance in accordance with the 2020 Seventh Edition of the I 6,1ty 26 and 2 6 of 26 v f Product Eval�jatron Qocunlen,' 1p� E. O r), drawling No. � - 1, �--,,-R ,�;---Nc. . - -- I ----- 1 -- . = ', Florida Building Code, and to verify that the product Is for the purpose intended 21D.176. N�Ll�K��r�iu�mAncht�rS,padng,,�h�ill4lbe,Aslnd.icalodoi�ii,-�heatsB,9,,IG,ll, , '� '� I 'Is -valua�in - - i Ap 1.. , .*= � -f , � * I . � I A��,,F ,-4� " ` - � - � &d�- SPkTs- IF at least equwaldnt to that resulted by the Code- i-r- f - i, i I I P, �q- 20 and 9 , 2 � - : Men I D � 4F 00 - 2& of Produis I .n0ocuin .t�P�,FI j, �, I -'A -� I . -1 TJS - �, - -4L =W: F drawing No. 20-176. C�-- -ze I - !O� - zm� � IN 9OF. 0wr- --�Ir-C� ,-r This Product Evaluation -,Report shall on subject to reIRlew and revision in case of 5jilli-STALLATIOW ,� _�' ... ,liss- 11 "';46-4,41i P �L- P ,.laff ... M"InsiOl"', a Building Code &anqe that may affect Its limitations and conditions 1 nslatt�eiun -Ilalt e9 Perf6rnled Atructly in accordartco,owth dietalls indice'len ceri 1 ED: - - K-fictilv 3 th,u 7, 10 V-Iry 20, 2.3 24 an-d :,lb of --v, -Q, T:'j,Tr:r �a !I ;� ss r. Occurneira urm E ., WATLA-i- D��T' -�FC,Oj'ZiariNF.E,-,ORDZ"P�E�FLVP, �CTPJN FRC,�Vil:.TS, LrC -r SAsE as _��OSALPF 'T �� C ,RvIL � - � -51IJBMITT "-MPOUCTEYALUATION DOCUMENT W-E.D ' IP�E,Dj, drawlifig No� 20-176, Nflnitn c ar joparehon to gi�paQ shell up as I � - GALVANIZED STEEL SIDRAI PAN5L%DPAr.*fRE-17' ,iREPORT02C,�072II01 ,i; Orawirq No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", i ndleated on shaaN% 8.14, 16� 25 and 26 of 26� of Prothict Ellaluatillon DUc-lumen shAeft I thru 26 of 26 pirripareIrl by 77%;oOr.), Inc.: signed and sealed by, RA'aft'ar A- . ., I OJE rOA� drovdfn NaI. 20-1 76 I r Tillit, Jr�, P.E�; dated 07/2812020- This drawing Is an integrat part l%ttp is "In"RA k,R,0i1NftUvt, Evaluation Report. tOkki, I &,N4-0 A. P, I AR v`F -, ;, T I, " Ev" �,,,,, I, - =/. ". Rt ,, , , , ,r tyvl& " 1likv - - , " - - I " � III $ Q* -� - I � � 9 � 4s , - - 1 W. y5C,` �, Or S-� " ,�, �.. - -. lvy�e_ v _�e L' ,,�,ItNT- "." e -- -�� 'I!, "� �� SS - �� Z:�F' � �, �- I - -- E, C -- =Z�*--- � 40. 44 1 87 '� - - - I , Ir = --�-- - � 11-fe-!-�,,- � ��7�-� si , � - I I-."" ,� -- :- - I ,,�,, �, P - '. = - �� Y: -± - - �vF-a�-�- ! . I - �, -- � - - � .* � +E -�- , � v � �fl� ir - �- - �- � - �7- ,-.,, Ar �, Ed, E - I 7- ,g, --,- � S -7 - -1. ,R 'Rc� zt At - 'It. �. <C -S -,- � 0 , �, I , � ---- __ 3� __ . _�j�,_L '- - ---- E Z 7V10-` �- , " I-, -1-P. I- 1- QL I R) r� "its vF "!!, c I -, �fi:� ,v ,,-1, e- �` - - --, � " -Cv� e � Nu C. -- -, f-, - , 6315NW �t,tbc-treeL.S-mtc3t)-i,,�,l�apii,Flati,ial��'Iti6-Pliiar,-.-iio-i)8L')I-ll-;,-Zo- *DiP.4tili ,5, ,1� - � %, � , .. , L � , r' ' e ,� ,i,�� - �, ir o b r ". 'r-vvPv v,� , I � -s"I -- Isaflull"'Il"M 'Iihwl[9�10vo, I - I. --I--,- - � .II - - 11L -1 F, ,Ir 1 - � 9 - - � � . - ". ,a 1 1,,� I k C; 1�---j �- N --- - : � �E - � ,s.-- --,.r- ' TILI It' TFSTflIOD & ISIMODUVERIftin "ILCIMP:Wli� I , - --- I -------- - -- --- --- v'Af�UI�� PLIFI;�;`�, o:-�xL-xf�,'Ir-rvl PRODUCTFIVALUATION RZt>il I - ". � R`X1,],,X A,,,,�T . - �� ,X",�jl` REPORTINDR-F 200727�02 DATE: July27,2020 snuacts PRODUCT SUB -CATEGORY; Stolin Pinels PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glotnit P,rotec�tJpp-P-to..&EKt-��-,.[�L2� 4800 ".W. 51 Strcst Oavts� Florida 33314, III P.URPQS9-QFEV-ALU-A-TLM Thair 0 Product Evaluation Pepon issued by vilefterA. Tillit Jr., P,'E. (Systern 11) # 11-306', to the G-RIoball Protect -Ion Products, LLC, Rule Chapter No. 61 G20-3: Method 10 Of the Florida Department of Business and Professional Requetron. � ThIs produrt Is being Issue an Evaluminn Reporlas diesunbled herein. arid has Once verified for compliance in acc.ordancewith the 2020 Seventh Easier. of the Flo,ma Suildinj;l Code, and to verify that the product is for the purpose inineded 9' rfatklk equivalent to that required by the Code, This Product PraluaRon Report sbefli US sume0t bi revietry and reAsion in case of ' - i a ButidinQ Code Change that may affact d1s, limitations and condhosra; LEV100CF. W04 ITTFW; ill. PRODUCT EPA 3 -----j-;- LUAT[Q4 T��E.Dtl� � -p.UQWMF . .-N- Drawing No. 20-175� titted 24 GAGE GALVANIZED STEEL STORM PANEL-, 4 &I'lienee; I thru 18 of 18 prepAued hy Tifteco, mc,- signed and seated by Walter A; Tiffit, Jr- P.E.: dated 07127�2020� This drawing Is ar integbaill Fifalualion Ri;ipotl, TVAttoliffilb,is ' , , � , , '. � , � � � � - 4 eI,, ,%,� �r "R' , �� - , ,/,, , 16, I):E?,1S, � - " �� - � ,,, �* '-%� " L �i,]L,l� L 4 I� I f, -1 " -- ��,�, � r- --- I 1- 11�, 'LlI 1. M � - .s� If i - � , - � - .*= z " �� -------I X �b_� rRt,.�,,-Ir._ , � = I . _1P , ,R�. " ,�,Cc z 1�- i-- - 'IF, IF ""'F I A,, �,;- , , � �i I, I D I � , " ,O� ,,, , '.."', , - i - - I , , - jv',,�+W,1,1�bh" --1531 61-15 IN Niv, E6dT nftrttt�t, Suit,RNI30,1, Miami, Florida 33166- Phuae� (305)871- 's, ,,,Iii� (R)RUCI b�VAI-!=A"IIN"�ljjXr��(Q_2#1=?,W 2 Z2.M1iITREF--W--T$: Large missile impact aled t"Is were performed under SOTO 12�99 Standard as Der section 1600,12 ofthe Florida Building Code, Unil`Crm static loads as per �ection 1709.8.3. pAir AM4 E-310. TRast reports prepared by American Testing Lab of South Fkaradda, Reprint 4 681-1-01-01 dated ONI VC2 witnessed by William R- Manner, P,E - Soriz, Moroz, P.E. and Henry Hattem, P,E. and Report W. 02 1 9. 01 -09, dated Febru a ry 25 i 2009, s Igned arid Sealed by Edmundo Larmussoada. F-E� -and Henry Hattem, P,E Large reisege impact and cyclic loadings per Protocols TAS 201 & 203 as per stectlun I 609,1-2 afthe Florida Ruildirwj Code. Tvst Rilefart prepared by ainavr�oan Testry Lab of South Florida, Report NOT 1 12,-E-01-101 dated Noveridear-23, 2010, signed and sealed by Jose E. Gonzalez P�E� Tensile Rise: report Nio. gGivi-1 1936 by QC Metallurgical, Inc � dated March 13, 20093 stgrad and sealed by Frank Grata, P.E, as per ASTM E-8 and Tensile Test as per OC Metarlurgical Report No. IONW-1 SIB, dated December 1, 2010 "nod allill sealed by Jerry Jackofianci P.E � as per ASTM E-8- 2,1 _6TRUCTVIRAL EWLNEERI!tQ.CAi&tj LAItWS; Or: 24 Gage. Galvanized Steel Storml Panel for maximum panel length vs, dimag, If wind foad� so well as maximum ark-Acir spacing vs. design wind load and parell length I f - eased or rational add curnparative analysis, and in afecardanceRlith section 11ED4 of the Florida BuilOving Code Calculations prepared by7ilteoo, lnc.� dated 12t48110 " 08/227113 (for this revision), signed and sealed by Waiter A- Tillit, Jr., P.P 3. W SSILE IMARA-CT-R-ESISTARCE.- Large rnissile, 'impact under section I W9,1 2 a! file Flarna Building GodeI, as per SSTO 12-99 Standard arid TAS 201. 4. VIiINDLOAM-RE$jt$-'rANC�g, � -- - 24 Gage Galvanized Stele Storm Panel has been verified to sustain wind pbassclres� ItUbdrourn panel length shelf be asincroated on sheets; 2k 99, 1OF 11, 12 and 17 of IS of Product Eve[Liation Documem, (P.E.Dj, drawing No. 20-175. klaximumAnrhorg,�a�c-.ingsha�itu,asirieiic*edonsMots,5,9,10,11.13thral6 and 18 ofia� of ProiJuctEvaluallon Ditiournent (P,E.D.). draw" III 20-1175. 24 Gone Galvanized Steel Storm Panel has been vertfied for code compliance to Evork as a non -porous Storm shufter assembly. as per SSTC1 12-99 Stanclard. w! M wRAWINNIPtse, �� I;4 ..I�, Al ,I, � , �� - , 'it I - '01 - --- - V6 F, , - - �, - - -- 11 5v . � .1 :-��- --, - , �,= ,;- j�,I,6,I,Ar *�- 1 , 1 rr= -,. I " � - ` - & * �*Iz =�2, ��!��r - S Rt STATE Or .� t-- Z 1 7a -P-1% 1- . J19, , FF - , - I " ve, - , ,� - � � � � 0 �� . 11 ran loot; I r8D1Ii= 3DxRrfQR1bp-1#A7= 3 fk�INSTALLIKM& � Installation shall be performed Strictly in accordance with details indicated on sheets 3 into 8, 12 thru IS of Flo, of Product Evaluation Docurrient (P,E.D.), drawing No. 20-175- Minimum separation to Wass shall be as indicated on ltheets 3, 6, 13, 14i 1 5- 16 and 18 of 18, of Product Evaluation Document (P,ED.), drawirg No. A-176. 6, MATERIAL CHAN RAG-TERW[U.AN D SPECIFIQAT[QN3I Shah Na,-Anctly in KrxxOrdaTtrae with General Notes and Componerns Indicates; on Sheet I arid 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-176. Anuhor specifications shall be as indicated an sheet I of 18, of Product Evaluation Document (P.-c D. I. drawlteg No. 2i 7 UIMITE"(MS ANPLIC911DRION ,- KS - 01F VSF. 7 I. Suallbe innimy, in complianicia With General Notes No- 1, 8 dru 14, indicated ran ifti-sis I of 16 of Prudoct Evaluation Document (P,E.D�), drawing No� 20-IT5 prepared by Tilleco, Inc. and signed and sealed by Walter k T014, Jr,, P,E. 7,2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as deftned on section 1620.2 of the Florida Building Dode- 7.3. Product shall only be bestatiett into poured concrete, concrete block, and wood Thamse structure,-,, Product Evaluation Report prepared by Walter A. Tilift, Jr., P. E. (Florida License No. 44167), President DfTfteco, Inc- (Flodds CA-0006719) Rai 13', IfE TECO Avian." RPIFCR�-19� P, E� PERO RE ,2C 0&%'A:=C'i 37FFIL Srufav IFANE 1DRIARG020-176I - - --- - - I— -- -- --------- 1-�--�---,�-1-1-�-��-I..�,�---.--� ----- -- - - , - - - ---- - --- � 7 j 1:: . ETY QQ-M-F0R--E-NLT.S-f.*Q-RLL :SAF STORM PANELS I � I --- - - I - - �-T , , - UIENZEN-SRIQ =1,: � ,;AK7 �,M�I 2 . � .�t'�-R-& iLIFE- ;s"c'm 1,I2, 1; ", t 41A. 2/4, 3/4R 4/4, 5� - � " � ,� - , -1 ,'I � s - �c, t� �� - �� DW PIVI'S"! t,�,E A T,RAcAs r :, o,,I ru,7,- I , , , �,.,, �,�, ,, , ��ro� , ,, ,. � larvelilar-Alle-M-C1W -PA8= T411.--'11vm vaLl. vfcrk�� -,I.-� a, -o,Il- Rn�:L' � - - '�."'�� vnvvn - � � j -1 --- - . I % : I I I a, 2PY/10, $Wlla, 4W/10, rjel'W/VC ,+6/5 - � -.,- , - � ��s ��K�'�-Z�F�,�;TA�N5��PE.��1W,.,',�.,Tld Il'1115 i 1, I,L,lv ' L - - -��- K� � - �- �� i� -- -- - � � , - --- - i". �, v��; �" - , � � - ,,,, I . ; Isw/lo. 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O AVE' C 71 m„ ANCHORAGE rJR `�' AJBCN 5 a AIuG ENUucN To A - `:FrT1 7Fr i _ EJl.- -- $ dYC SIRE aO SU{'2a PAN^ED.9: AACHg&fiIAGE: 5`Y'Wl BE AS WEEFIXENED IN Sr 1) AND IN Se, j:tr - (f,, ANCHOkS �•� � �T-' EG 1}Yy11. - ttF aT � - _ AF,P Olt 'G .ILL CY i = aECi.`.MMENUFIG, � "�--�C_`^- t T_ v _ w.µrrAC:u�:-. - F's'F•C:SA'.lan r SHNS BE THE R T"' t OF THE CONTRACTOR TO 'V}Di1E"T THE r T:N 1. Sp"f1,40WE D F 5'I'rkUCN1iE Y!r R SH:1• R � i E E '7E _ Tfi ATTACKS I rlr "w BE EG D IrWSwIRE DER ANCHORAGE. -R RAGE THIS Sl'I41?TE 4A k Y A t NE OWIII Al CNEO O CONCIiET[. Sefi4lc r F � OFx 'YVFA'Di] TiAAFk. R° C S FEE 11 Ilan F , TIOI EL. . W'I EN "15 TO 1E:NPI,uiAUl fc AIL 'S91 LATTER COMPONENT EDY" 's *A HI `Pt REMAIN IN CrpNTHRoo- '_=UNtlACT II iHL FTFF Lt ,Ai, IS F'REIYIV II' 'WIWIN00AF't EAAOa CAUIFY , NEI 5l '- _F TRA,CAS AI,. ARO(le. FC"; 9" '- 5'I'ORM PAN'ei INS" EFFWI -^ LAN, Wg in "EC's '15_ATEO IN 11J OR RIM .AMP, C,.,IL.Clll — I -- S: ._r,A_RA7K>NS PRt,+>rTD£D U.-11RE L.`WsaXmcir ,HAERr sAtTT is aPPUEO TG. -A ATATUM WINI s DOM, ERIC- E - Z NAgH. STD` PANEL SYSTEM"' �� FAhNY` jegmtlm 15 nL THIS PROnaIOT F'r'AiA.TION DOCIJMENIT (PED.,, PREPARED 6t I ENACT NTFR IS GENERIC AND DOES NOT PRvt E INFORMAiTOSA YEAR �:_ SPECInC PRa7JECI; i.R- 11Y6E'P.E THE SITE OCINDIFI $ A I-L FROM THE P.T_D. E: 71:� 1 CONTRACTOR �PdS RL[ FDR THE ^T "Cf G N ( S$,I.Eb YC1 UR>»»NaI,E AND IN$FAI LAt'ION rACE,}D'-Wr,. I IIHI, Sit'E'iW P,AF INS "ROCILICE EksEo 3E, "AS P k,:0- WR0,10c ] r•L/YABF DOES NOr DWATE FFOM ME OONEUTI1EN" OEIFFE -ifl: a„',a..N THEE D0111.1MENT CONESTRI-J4'I'ION attl56"!E"Tw AT OIL %v III' C NITIIFEWOIF i2L".PUC,:IIISIICJTY: aB l c rre FY§ rr _- a' I CDid. � O=L�.Lidf ii YW+ BE s. S.v " SiA E.'EWEE PIAil Wr .,» -- ,S) SITE PEFF;"9C PACT LM III BE PREPARED " R€51STERa- tEIGkNE✓l OR ARCHITECT "J ' OIL ACOVI `[ iZ 1EYOUNIEER M RECORD (E,O R 1 FOR liTt FIECALET AND WII WYLL M RESP NS48LE <EAi FIEFF EftamEn USE OF Try IF E C EFEENWEEP?FK RECORD. ACiHC AS IF DELI EtI TU °E P_E.D CNEI NEER, SU81,0T TO 'ra -n€ APT SPED:FaC DRAalK a rf* :YNEw --- (t) THIS PEA. G R DATE AND OROFNAE SEAL PAD SiONAtD17E OF -HE PROEESSaNAL ENGtREEA DF 16 STORM I rR, PRNkI, I`.Ar M LABEL 2% SNALI a p k1 A"fE!b 2N E Xt:€;Y6NE A EL -LEE _ E AT ;inI FOR PWIIIID IN r' � LABELING O e t 0ll ai- S*11 +IIIIF ktll 01ia DC;TE.. 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FI Hill =-.- 6 I 2=Lz=�4 - - , FFF� .� gFtFFFFF - � I�L , " 1I T7A NO54VAINIZED StEa IMLj;FANtIc�R FF, '4 1 67-- . ,-.:1, �'.,� , * Is � * -- - IW ��Oett -- . -- � - T- I 4Cgd, - - -- 'ECC � iCT@N PBGooC - LLC. "' "I" ��T III" � () .. . ,/ 11L1 - ,..e � GLOBAL ABOUT - JLI1 zi I I I FATT - 11 I = - -- , - " �� '"I" NI.T- - " -i7l I � "itopt. . N,l . P. 12 __",N`:--",� I I - 0,� . - "" _ UM - UM _ , I - "RiN ']NN,� 20 IF F� �� , ,�&5 " I - I - .. 1� -. , I , " � , . 4" I ------ --.----- -- - - -.-----.-.---------. � ,- `F,ovilnx - -- ,,,��,,l� � - -- -., � --:-�=-- �., , irHm -:�J, I MFNC-df'L,,H1'EE=fI`4!NC'� Esir.INEERINIM. EXPRESSO PRODUCT EVALUATION RE -PORT September 15, 2020 A.pplionflor, Nurviber. VM.IR2 EX Project Norintier 20,3154' 3 ProduEft Manixfo0urer All Amil"can Shutpus and Giass Malu-t*6orer Address 1540 oUropy Road VVMt Paillin Beach. FL 3UOS Protpoct Name 0-crusion 24gaGalvanized Steel staimponels Large Mi"iie Impact Res is Scope of Evaluation. This Product Eynkardion Ration is being Nrsued P?l accords- tnth The requir,antiI of Oe Florida DrefiarIffient of BusinEtaii, and Professional ReguiatiG., (Folaill ButUding Crllrvnladalrrm Role Chapter 6,G20-3 005 F. C. . far Malowide acceptance per Method UdIi The procruict noted aUFAM has teen L�-Ied and'UT evaluated as surnmanzed herein to show cornrigance with the Florida Burning Code SeMdrab Edition (20220) al,dd is, for the purpose intended, at he" etrunatIent to that required bir the Code. FIM-MiaNuation of thr; produrl. Vniq be requii,wd friflowda perthrotot Flooda Building Cos iFF rMidlications of fliMMUTERE Substantiating Data: . PRODUCT EVALUATION DOCUMENTS HVHZ&N L � x.ra�ng#20-31543titl�J�24gaGatv"izedSteo.IS.'o�-PamL,�on-HVHZI-� s�,setsl-5 E prepared by Engurepring Exwes5. signed 9 soared by Frank Sennardo P E Is an intaigNal pan of this Evalinabon Report I, TEST REPO , Uniform 'Eall struNtural performance has been lesirld in sit�,Frliioncevenh TAS 202 IFEM standards per rein ,FNIFci0 701 ccv-G L,IiW,, mIlFsul,I I ... pock ,o.IM�,,, ,PFF,3 Py.IUP Tolidlug oorf ori IT.. il toswo 6 uPa.rdrHH rAS 201 and TAS 203 test Itiainuarns per Test foppart(s) #BT-ASG-t1F-00l N,i mackwaiat 'rNsh,-.0 INC � STRUCTUIRAILENEGINEEPUNG CALCULATIONS StreTrallengineering M-Icu . runs have been orepitrad whiolit evakurle the product baFFU- W � - -..11- andio, rational 45FPt To cotifify The follatOiNg FMCFg. culon. I h4axinturn Allowarith Spans ? TArrITLUUN Ailliwat-Ap Spans 3. Minknimp 1-miliss Zopip illipi i 4 Anchor Spec-Eg 160 SW 12T- J1 EFNjE SUITE 106 DIF-2--n ReAcid, FLORIN- Fi3442 954) 354 0660 . fabQ6) 396-9999 - TFAK@E FF - X. PRESSICOM "i"INEERIN" F, E,OIij41Efl1Ne1ExIFxiF S ,Cli r-T- �- I , , , I lFFWIII, -"' " ,4, ,, ;W: - VII �.L _-- :1= � - I , - I - M--"F�c wl L-.! 6 LL ,N, QMEUArorjT rii , T-- I . " III J � - , �-- Hal�zl I , , ,i ... ,It, I - -ll- 11 -, - �IpIrI9- PE, lj� . k f, , I .,4V--- --iL / - I - ", IF / I �.. J 1.� ! 11 !,..: --e i . Li I �`I4111- !it:� �- -,, 01 - - W��- ,,, . . I - FF ff Et'\Jd�""��IN--F,'.F��lil"^NlC.;.�I I I I I FH � .1 V2, �- of 2 a AS'. Anac,fican ShUnoLS anFEC.Iss, a _ 24ya Qdvcnized SuAf Slum In Illinois No 33% increase in allowable sliess has been Used In the d"n 0 this product Separation from glazing la triat didwred for Installations outside Mworld zone 4 and ess-ofizil dregoes Impact Resistance: Large Irriparlit Res4stgonce trad, tarsar, denionstratell'as evidenced In prevkmmy as" rest Topores), arld is 8COHIU�laaf hl� in the errIgneenrit; desiga of this pnidrriI Wind Load Resistance T1 al-darihils boon oaMoMM! OF mom ward! to as� ittEaMad in ibli &fUrn schildIrbers) MF trw respectrile Filroduct Evall "-,on Doclumeral It e engineeniM OFFawing) Installation This product shall he lislalled in truer carnpi4an'a ,Vgh its FaspanhW@ PI odaui Etillintairinil LaiUij�Taoj III 0 . . ongiriduarru driiwrq�� along wahl FW i.Opqiojlrirds niftj truNio.a- . PTHiduci coldraorrena-, shelf be Nrlhe inallianild intitiuried in that rartUrCiels;�eE;oacave Pi olluol Ev arjOHII i C-' UTFUrpt (I ir, onginerion", diralwillo) Limitations & Conditions of Use: 0 -- so of dits, product stra-111 be in �' FTONOTUrpince with the disCiNN&M, Proi Evaluation �-Mlvdtni " e , eng .preiding dralAI as nation rianWit A' 1 mipporting host Chuctunis sholf be If M-gruad to rEia all s-RiWarposied liaiufa and %hall bE of A m0lonai fIsicFFdmdCsProdu,-n, 'IMINNOCie anchor schedule H--��-'�ec�d�Ti,�fl��v�hhrhaT.noToc�,.�i)�.�edfo, In U prbigiliel's resparCliVe anchor SHI'MAlile %hall Iwo dowgn,4 Woo a Rile-speodir, baw, by a lilrgial[arod ' n prpNUUUE.1 engineer AR ONOMFUnerit, which are PCOUlnermy ursiaAed %hall IN, p,MJM;Md tilpitisl conastan, car"na-FINInn and MINN &,ch dannage at alloNTREN. Thig product .Ties been dainnored 1�- iM- within and otitiode he' Vewfty Marricane Zen- ?HFJ1,rZ) Re cs fiect AT IIV. i , ,1^11 9E!Ff�--I�l -1 FC � I �,Ao� ----- Frank Sennordo, PF ENGtiNrEgifia ExpairEsSl` 9 PlMntil-t4q I Cv" AillL 49SE 160 SW 12- A,ENUE S-Tir 106, DiERFii;I.0 8E.i E, F-Eirli, 33442 (9134) 354 0660 i (libb) 396 4999 TtAn42ENGGNFERT--.-�-�lmEs%-Con. q F E=ffirjftEERINGE,lF`PES",Co- Ir"U"'Ill!"'Ir 11 1 , I I ... I _Tf, � N ?WRF : ; 1-11 . &P11A - n Pie l 61 " , 0 1, .a , 149-1 '11 I .0 14 -� ,a.d tj . ; " in a . 8 Ed . , " to � 0 M � 0 IF n - 4 -- a IT ,%---'� = V � , �R E, ..'I E., --, - `BK*"4P L 6 A -t F -99 I , !t ,�F zw� � , , � . , Ill ? , I , ,- u, i, F .,F _'. FEE- 7 . - � / , I�) -c,,L��w"(`uW - , E6 I d 1 2 ;z , 't , ":.' ,,`�,,�'t;- -- J�� - �- .. 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E I.-Fu- - ,- 0- it- -FFEKtFt- F, - 20-1 ,5 UF Vlhj:FR r0 BE FFF(PUTHrRN --Ut ' I DENS11Y 047 0.55 OR EQvEj No �, W/ S IF E i � - F�," ;F �;�,�'11�1, Fl,'Cl I � I ��% I—— , tFt �NtF F", I., V ------ 1 I - - - .. . -IL i , . " 1 '. -,.-......��.�,------..-�------�� FF- F --- � - - - - - - i �F; t t-1- - - ...... " 2,-,:r.2-----J-z!-----L..- , --.::±:� � WFIS it il I'll- F 1111NOK'NENUNADdit I I-.--- -- -- -- -- - �� \, L ---- 1 � `�- 16 I� CA 9 M - L I , (� , : "', Iigrw I IT, . , ALL AMERICAN SHUT-FERS AND GLASS 1 MAXIMUM ALLOWABLE �L!,�','�:� t7,A,H' , I - .. - L , 5 � % !-!� Ar.11F I� r ,,� jESIGN PRESSURES: ,s,FIIF , � - � N �, I � � 24ga GALVANIZED STEELSTORM PANELS (HVHZ & NON-HVHZ i _ - ��, li I [\� - Ii I AS NOTED 1N - E It IF U4-F:FI; to 21 PFSICiN NOTES: I --5(FD1 --- I - aN. UiCiTI-i UNLIMITED . . I POSITNE AND N5,W-1WE DESIGN PRESSURES C &L-ii LATED - I . �. IL" FOR U$IFL WITH THIS !tf5TE OdU BE DOERMINF, M I W M 'T iPERP, TO PANEL FPAM) 7 $Ef,CP.kTE ENURMMNF FF4 I "* - , HKACCORDAIWE WITh T� V'�-, "e I � irop MOUNT (col,N- i 11� &u`1TRilljMrOiM;FF NMLCJJRuRt��HHREMtNIOFF I Efw � I 9 : IFTEH�IlNUFIINA 'ATINCE 111 k3CE 7 ANN ,-F� -'-. MA , ! ' -IL EE E �:SIF -HAN TIRE A$ REla-D) TlP Fs. I 11 ,xn �: F I HE FILDRI M 8,111-1l 31,1 OCOEE 9HA 0 , I J, sr'-MCN5 i J1 CR I, ",�� LU -1 i ., ; I 1� IF TC, T! I - 67AIF CHI NfFu A THU E UP N�1% "" - ' - ..... - T OPTIONAL C',111 111110 , I' �"F P - F, I � ,�kL U E �, L Ji, 11 V Ll H nK-A N r,��, 5N � j � � — - - - -- I __ ` WITHWA�IHERLD AI�FEMBLV AS SEK-Al i- " I I . _#� B4:LT4 " I FF, , I t , OFUNNNUT'S FP,17 Elati) III - 1 ! ,.,2 It t F ., . 1 1 �_-_K- 0 MI 1:11PAN Oil-- 11 GENERAL NOTES: i � 211 n 9. i I I � i -- - - L ? a! - il F I I ,1 I i APPPOPPJA 1 I! 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VNH,-� � 19 It J, � i vKirr,vrnis s Ps11S 1IFFIL 71S INI5 ENGINNIN Co- � -70M A 0111A IRA A F� 2294 1 1 i Mr LJOINC I-OrAL IFIEF" - t.E�i A"Hr FEE& RMI-ITIG FP,,,4IFFi . I - i � ! � i i � - o,T I � FlIuAKATION, 1111W IFILEF-T5r,ir, �� CORZ.TRKTP�21 PRAMOtS REYOND 7HAT 1 "" ; - -1 - I � �,�!:&':;�,Tt� 2 ILEi 1. C tl� 11-, 1E, . 1,E11 . � rl.-F I i, gig I � " � -1 � 1 1 i 1 1 1 1 F�� I C", TTOF`s0U`1F]HN`-�'r. ! - I ; PFP ?11 -) 3 i3. , r 'DWIFOMN. � - I I � ; - , i Xr7A:1`!xPRlNMLI`tm--%rUFF!DI11AI!I" IC- -AL � . I FIF - OF11�1110`s oA ---- ..F LRTEN Ell :-! : I I I I l� I z I � t k) Vie 1 ; It I i2 1. .. IFt -.- EAEF.I.- � 11H.1- . 71. i . la, q 152 lQT iltr-1 ttfi 711.1�lir - O!-ctUR, I 17 1 . - 1 1 1 I I � L� P,4FCL5F" B�'�E!RMA*CNT--YLAMLEDI'."=Mi-l�--�C�iOIBIL i Ell ��Lt 2 11 EOT7OM M3UPrT ECOVI-I - . 11 TIFF, `,,`EE1 -1-F C.Or-IFICIIE EQU.ChIll-St . tF 1� ; I. T`iPEFASREQO� (NIJN Mtto, A. '41 n, R! � , 14 li� I � �,j FFUaTFN ZT, �O`,:` IF � ,Allk?� TMSANDGLAF 1. i L T (a L L U - � [`PCiiii"a MAYBE NOFC�EDA- ONAL N�1- 1`1 FFTIrC4 F, 5 1 rAS IFUI, TFFFS tFF� &T 5 01 - 5REQUIRE171, � t9l I - �FFFME1EQk1F1 1FILD111219— ,,IPROQALFrU,4.E 11 —.—R, , T� - !�,(;Lll - - --- V;-- I Dell THAT OTIWF - IQNS AND T `=rZmzz;s` -3 O&H �)R!5 ARE Ul `� iCH sAirisr �, NGN,TL ��STEIFED 44 20 1,543 . , ,OFI Is ' � Fv!F!MAq 11,`Js� SPANS ARICNE 3 9ELOV,low"rRix-Tio� I I OVFR=Nts------.-.--. L� I PROF, - APIMOEFFR�AT!: MI4,11 TARII`� -------- . VISIT ECALCJWJ11W1 .: .1 a - " 4-- -Fs- '�:�L IN IN - - - _,,7" - JtF 11 , ,��11 , t., - , ;Fwe j -----75- -1 VERTICAL MOUNT ELEVATION . I � " , I t`2-"i, (NOTCHED PANELS) , ", -- ,, -,I% . ; t-Do .E.-SI—ft- a L\'JjNJS ElS1,UiTION -11-1 is ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDIJILE: I' F"LlFt'L��E PATOELS --- ' 'AINU,j�, - it SiM ��H[H,j ," iiH ij- �, FF- �tt --- i � , _,FFN Hiv, ,2. ,V,R'j , i L ', ,U4OA[ F. 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" G.ol $1. 12.5` - , �77z "jA M tFff Eddo I )I 11 k F s, 111- . 12.T. .2 IS" , 1 *-,�- - I .&ol ,E.,IL� ? 21 12,E- 1!4� U'o, ? a" FF �,q - ,�s= -- t 41" - 6 zs� P5 3-ii, ", . --- ;` 4,�� . ..*- --i -25- FRt- -� .- 11,2�- SA'* 4.7' I-V i�, a - 123 - -, I " 1Z.37, 1, -.-�,�. , 2 == .- - = --- - ANCHOR NOTES: I INCHnItSCHEDULEAPPLIES 70A�PRODUCTSWFU1UIED HEREIN, MUT ONLV PROVIDES Fl,'�lt4UtL!A�,LGWI�5�EAt4CHOR5PA4;'.TjV�- MAXI MUM AUFQWAOLE,�RMN5 AND PRt$ii1FPS5 rNWA7 ED M-FrNN`,('EEOULfSKiLLAPfLT, MAT ES TYF T• THAN LORMF ON MF1 FF En AND SELECT SNUFF IVIOUFMt TrANI l2k EQUAI� TO 5N�EftSP!ANsEUEC7 corlhk-mo TYPE EASED ON APPREPRwE m66hrrING CONDIDOINVOR MOUNT1114 DETAILS ON I 'RANEL FAS'EIENERS' ARSE STU rl- LIED 14 COM UNCTION VIT.M. ALL. MIUNTINGG EXTRUSIONS FP"TPAC=UDDEDAfA>LE, ETC) USE625"CLC PANEL FASTENER SnF!o71fNG TABLE VALUES FOR ALL W- --`ND `Lr-"1FAOERS (MICLUMNS tFUILDOUT CONDITIONS) 4 ANCJNFi5 SHALL BE 1145TAI-OFFID IN AOCCAIDANCE WITH IMANUFACOFIRERS, ITECOMMUMATICINS 5. FICILIFCAY 4WK O,5T STRUCIRPRE DIIA"DONFQRM TOAST- CW KOCK !L rZ,NUM EM6411iMENT SHALL PIE AS NOTETTIN AN"R SCHEDULE 7. dFOMW4 14FIESMENt ANC, WIS� DISTN lC E rMCLUDES STUCCO, FOAM, BRILK, AND InTieft C� PINL3.Z, K1 Tr Sl 10 V-Atl. PINISHES SHALL iK JMII� �, Q4' MANE OR SHA� L BE 'FIER-WIFID 81 OTHER MATT. �.AENFER LOADS TO HCO OT�- Ull G. C"XNFRk1TE ANCHORS NOTED KEMN SMALL BP EMBEDIATi TO UNAMMUf1iD CONCRETE ONLY, 9, wIlEtur S)FIESTINO STIRKTUTTIS IS WOOD EnArthac, GV1,67INGNOUVON710IFS MAY V. 1PULD VERIFY-CATIFFASTENEP-5 ARE IPROADEQUATE IVOCIDI'll,"NO HEIE��, NOTPI-Tili FASTENING TOP TWOFFIDENACABLE ONLY fOR MUE! CLOSURE PIECES. LC. AtFERE.NdOfDRS FASTEN TO NARROW FACE OF STUD FRAIVING, FMMMERSHALL OE LOCATED INN CLIFFTER. OF NQKW 2" A 4" tW?4=STVV (A- EDGE OIST,OME IFFF MiMPTAStr FCR WOOD LFUNMNG)WOOD STUD SHALL BE MoUTHERN PEN E' 6 - 0.5 5 OR GMATOE DErHI LAG SCR EVY "LHAVE iTdH,AjNPSPFAN 14MEOU-4V4WAD REMJVA5 O-URS AROLPAN, ELPTATE, ALL-PCCERS NL[O-SET & PRArS BUSffi 12: MikiCKIFFI! S"RECSSHALL TiAvr 1W- MitFINUM ENGAGEIRENT OF THREALS INTO ITHE USE ANCEICIU, AND MAY RAVI OTHER A PATH -EAV, Till KEAD, OR V06FER HOU, F--IArEwALX SCLT) du, 0, D. MINITUINI 9ABEDI4ENT PAD EEKE DISTAF4LE DCLUIDES SfUCGcI (To CTTATT VvALL nPILSHEs. L4.=DEUnNATESAtCHORC:)t4C,lTl-Z'tiE,sltl,tQIAAI=�t��IA=PTI�-1--EUSE's, TP, * MRVCT NOUNNING COM13T�'--�. 11 .1"90..'% l.-r5-€---��.FD .sEWITH --._° 25,.E-I .5T1 f N, 714* SHEET, All 0 0 C- Cn —M 0 -1.-' -0 &- a) a) " 0- 0-0 = 2 (- 'a CZ -4- 0 a) -&-`0 0- . a) = a) = M 0 - M 0-0 .= - Cn (_- 0 = &- -2 q -2 a) 3: = .0 U- — M Cn CQ a) " -+-l' &- 0- �- M ..0 . = -4 (n < Cn -,�, L. (1) a) C- -P--j i U) CU > 0 L- U) 0- CDL < (D -P--j 0 :3 %) CIO O L- 0- 0 a) M L. C/) CIO L. M =3 W :E < = z < I —j a — SHEET NO. SH 1.5 C-rT I 8 L'U� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 f, -r--7`-T---FET—I I . I I 3W8" CEMENT PLASTER 12 MIL DRYLOK CMU-1- MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 4) T JOINT SEALANT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY BUCK 2) SEALANT jOIN-T 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BOOK ACROSS WINDOW BOCK 0 AND EXTEND TO �WINDO'' FRAME MAR30NRY-------- ATTACKED PER CODE 6) T OOLED SEALANT REQUIREMENTS P-EkD BRIDGING DING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL JAMB, SOL.L AND HEAD DETAIL APPROVED 511EATT"ING APPROVED HOUSFO STRUCTALAT H TWI N TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE Ir SEALANT SOCKET WITH TOOLED APPROVED SFALANT WEATHER RESISITIVE BARRIER r% lr'- WEATHE iF- 5ARRIER & IARILY SECURE WOOD FRAME CONS_TR. EXTERIOR SELF-AIDHERED FLA$HIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN - WEATHER RESISITIVE BARRIER SEAL TOPS OF JQIw UNDER DECKING (SEE DETAIL WP07] ED FLASHING HEAD FLASHING TIE-IN INSTRUXTION& 1. Cut, fold up & temporarily secure weather resistive Barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3- !Fold weather resistive barrier back over head 28 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s 010 NO' BOTTO SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ,E S*ELF-ADHER; D F L AS H I N � G PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 0# in each detail that corresponds to the numbered items in the list oFinstructions below: 1. Install self -adhered flashing in order as shown by numbers 2- Install flashing and wpather resistive barrier to form water shedding laps 3. Sel�fadherecl flashing can be substituted for building paper 4. Split. the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH 1/20 DUROCK- 811, CMU 4® OR 8" CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED-\ VINYL SHOWER PAN SLOPE E AM WP07 14' PER PLAN 1'-0" PER PLAN MM IN"", SHOWER SEAT VVEATHER RE5!3T WF BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 6XTERIOR SHEATHNG T4"-V' BEADOF GONSTR ADHE&VE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6`. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTICR�LA (SEE DETAIL HING SELF -ADHERED FLAS 02 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) FAI 411MIN IN a SELF -ADHERED FLASHING OUTSIDE CORNER z z _J a- a- x tr W W CL CL F- U) 0 LU 0 W U.1 cc cc W LU 0 XA/P1 1 V V DOOR RO-UG- DPENiNG WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 H1 R703-1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703A. N4%1' BEAD Of CONSTR. ADHESIVE T 0 BE APPLIED UNDEF� SELF -ADHERED FLASHING 7 FIRESHOLD OF DOCAAND RETURN UP JAMB LIOUD R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water �4AIJ BRAND F OR EQUAI, V40EA-1 HeR EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of ")ROOF CAULKING r-"----ClEMT. FIN- P draining to the exterior water that penetrates the exterior cladding. SELF ADHERED FLASHING BUILDING PfAl ER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 'Is No 15 asphalt felt shall be applied horizontally SUBFLOOP approved water -resistive barrier shall be applied over studs or sheathing of all exterior wa.. , with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other L approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No.15 asphalt RIM ACNOT felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements, of the exterior wall envelope as described in Section R703.1 E later -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applieclover wood based R7031.3 VIii sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper- The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING W_.P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 610-minute Grade D paper and is separated from the stucco by an intervening. substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SFLF-ADHERED ASPHALT ADHESIVE I THROUGH SELF -ADHERED FLASHING JAMB 8, HEAD R703.4 Flashing, Approved metal flashing, vinyl f:lashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING _SELF-ADHEFIED FLASHING�_ FtAISHING, SEE shingle -fashion or in accordance with the manufacturer"s instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes R.ANGEDWINOOW (SEE DE TAIL WPM I used as flashing shall be applied in accordance with the manufacturer's instructions- All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FOLUNG, SCORE the building wall with a sealant Complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SELF-, FLASHING, EASE PAPER TO EXPOSE N1 ENDAM MUM6' contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid applied membranes used as EXTr ALS SHCWN) VEFITICALLY FROM BOTTOM 1_11F flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings THRESHOLD shall be installed at the following locations: I I Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1A The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration manufacturers instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2) 4 6 2,� (7) 11 1-2 1.2. In accordance with the flashing design or method of a registered design professional, 1.3 1.3. In accordance withother approved methods, SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAfWDMA 250, FNWAAMAI WDMA 300 or FMAIAAMA/WDMA 400. \A/P06 W P 05 INSIDE CORNER V W 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, 3- 3-Under and at the ends of masonry, wood or metal copings and sills. w- Ground 4.4.Continuously above all projecting wood trim. 5-Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction 7LF-ADHEFFD FLASHING JCH HERED FLASHING . . . . . .. 2 ,4) (5 WP08 PLAST ER STOP - �7 1 7 CONTINUOU, BA( qOD & SEALANT evie F 7.7-At built-in autters, t, 6.6.At wall and roof intersections. W l R - O m Barri Or S Rey STRIP OF SAF DRAINAGE PLANE A 6 BOND BREAK WRB 3F LATH WRAP DP WR8 ONTO THE VERTICAL SURFACE TO TOP OF FIAWWASANAIR BARRIER _io 342" INCH FLANGE - -- THIS NATO D(.) M DRIP ACCE SOFFIT/CANTILEVER !K I LEGEND SELF ADHEPED FLASHING (SAF) DRAINAGE PL.ANIE 'DPI WEATHER RESISTANT BARRIER (WRBj BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (cF;, LATH PLASTER ACCEFES BURY SHF_ATHING.'&�� PLYWOOD, DENSGLASS r z , L Lath Sheath ng Sturaw FRAMING SHEATHING ANE WR8 WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Iwo 7/8" Cement Plaster with in arrnrdancp w. ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.&B- sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs, Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 4 40 4 0 it 40 • 4 40 1A 1b 40• W COMple ssist bN pe th a17d 'Ora 4,7 9A PSC 7th 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to bulked using Stampede or sim. caulk for all 40 t L�j�enn�. kiLtzs6a-v4- So,U�2 75 �a3�/3 C