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HomeMy WebLinkAbout36561 Smithfield Lni ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW -WINDOW W/ - WITH WD -WOOD I SYMBOL LEGEND: I 2 = STAIR CALL OUT FOOTING CAI-L OUT - AO = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW ZiCELEVNUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <----ELEV NUMBER 4 A15 2 SHEET NUMBER --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 El HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 E] STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 E] EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1 EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.I. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARr LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: I TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ROOF PLAN A4.1 2ND FLOOR FRAMING & ROOF PLAN A5 EXTERIOR ELEVATIONS A6 1ST FLOOR ELECTRICAL PLAN A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 STRUCTURALNOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS M"ECEIV EEO D NOV 21202Z+ OCT 2 8 2022 ..�1 \//RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. C N N O - N N u ti 5 � o a00 U') I »� 0.n a 4r.9a C Q c, z � k= 0 f h W .. �" 0 z Q LO K F �� 0 _W L �� ai p 70C) 2 M O � _ _ vI 0--0 .0o L �\ oaQ - � Q tr1 IV-) •C w Q � 11 ^` L O E M N e;,+ 9 �00 CL 0 CJ G - C W pw wOLU F- i-~ Of _j Ir< zzT_ LL LL QX-j0OoppQ °ow9otRomZz�'Ja)ww-Z -U w-� OZ IL Ww55zwO� QHQLL }o-0DC0�W ni�<0z2Ow O o0QQ�Q LL w O O Z W 0� U) M O Q � M 2 w � ti z < W < Lq IZ M 00 zv� W W J O O Mj I I I O 0 0 co o N ti 0 N N 0 N N N O N r O O \ O O � N � O N O z O O 1 O NLo W o 0 0 0 0 qq;t> c N M 4 L6 II Cr U) }~ zZ W Qw +� O 'F"' W z lO ^ U ozz woo U V c; i.! 0 o z j_ 0�0 Q Z aWa r 910 I- W W Q r-1 = 0 m F- W N 0F_0 (V zol: W�� oo O Q1YO �.. - z 0 ii z" Q �z F� � OU MMO W z Q z w W J 0 LAST PLOT DATE O z - 0 J COVER SHEET Kjh 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) v - M J N J ao Zo - 't > N O N 00 (V N tV 00 N O M 0 A Lo � I ELEV (-) 0'-3 1/2" _LL U F a0 a� 30'-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" 3'-0" 3'-10" T-6' 3'-5" 4'-3" 4'-0" 4'-0" A 12 = U_ S3 4'-8" ° w r ELEV (-) = 7 C B HB 1 13 a0 0 d a 1 d d 13 n _ II _ I I �L II Li l Q 6 9'-8 1/2""\ d I o U W REF "' I I w I d I - I Y 4 � I "t zK Lo U I r-----I III 13'-10" jjI 16'-2" d C.J. i I C.J. B I0-0 O 5 B O 13I I 9'-5 1/8" oil I ELEC/PLUMB GG CONTROL JOINT i— S3 — — — — — — — I -------�\ ---- — — — T-33/8" FOOTING z I (4) STUD - OI COLUMN W/ (S) C Fj L I HTT4 AT BASE D d a oU O 2'-4 7/8" w o SINK zI v z I I 7 O rn ~O K v W 13 I U I co OW S3 0 GG ELEC �-------� i S3 D V-91/2" d WH d------- 1--- — ---------- - -- -- ---- - -- -------------------�-- ----- --- -- 13 --- 110 G d I 11 S3 I CC ELEV I 8 I- S3 (-) 0'-4" I d 13 I �60 I d�- I l ---- N Z � o U OI �I '-4 M0= O M I I JI I d 7/8" Z 0 d LAV � I I W I I oI 1 1= I UI B I I _ I I CONTROL JOINT � 1 ?j —------� N — — — — — — — _ — D M= I O I 1 I SEE DETAIL D/S3 I N d 4'-1 7/8" - FOR FRAME WALL FOOTING ° B� TO CMU 'Lo CONNECTIONS I d d� d 13 13 �? I o U I [/1-1 = 13 13 3'-0" V-7" 4" B 3 i 9 80 A � c--1 a d00 ❑Id mj 13 3 130 _ C o S3 1'-4" J, 8'-8" 20'-0" 30'-0" OVERALL FOUNDATION PLAN (ELEVATION A 0 0 v 0 v 0 v 0 d- 0 v - o - zo v Zo 0 �r 0 v _ o 0 o N =+m n FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 0 = 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 AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 1/2" DP X 9 1/2" WIDE RECESS Q NOT USED 30 1-1/2" DP X 13" WIDE RECESS 0 ICE MAKER LINE SINK -KITCHEN 60 REF 70 WASHER 80 W/H 90 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA 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 @D MONO FTG 16" x 12" DP 1 (2) #5s CONT. OCT 2 8 ,_2 Virtual Review Assist�inc. Plans Review completed and appi for compliance with the 2020 FBC 7t by Debra Anne Klahr PX2300 N N O N N yy:J ° �,d�'45•':3 o O Lo E� E �� C7 n �'�� v dd W Lu 0 z Q ^v% � L0 E 'oM o W L iN Cr) n! V) V �_ o co')L m 2 0 _p � ao"� Q s U °N U LU Q� } W L CO EM a� 70 C) rz, aR; @ ►- a -U �/ Wrn V �LLI Uj WoH t-Q W¢�zW Z OXJ(/} ly '� Q U Q o��fn�OO Qo ZLLLLoz20mr¢ LL I— ��y ou)ir9ozoFroomaz (n W o aW lnW W F(n�Q'¢o O Z -1 <�—< W¢-�Zw W p�U�CL ¢ LL 0W o j LL¢ o <LL O O Z W OF_ DO 5 i(/)O z <U)MI` J Lq ILL z W < Lo W a- (y) �0-2- ZV< W W �c:) O O O N O O N N N co o N N 0 N N 0 N N 0 N O 0 N r O coO O �- O CD ' Z O N '^ mil, W g CD o q o �y Lo > N M 4 6 Z Z W Z W z z Q V w00 (.) U (n ozj OO�_ L-i Q Z a�a rl = mitw (V N �O l: WCL �� . . 00 Q O zwo 0 V Z az �z QF� o� O"� �m z Z z W,�4- J O O LAST PLOT DATE ■ . July 21, 2022 z O MONOLITHIC -- FOUNDATION PLAN A 30'-0" OVERALL 10'-6" 7'-3" 12'-3" 13'-0 1/2" 6'-0" 6 1 U-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1 /2" = HB - c M 00 ti .. LO Hn AT RJ'--R" t� c) .. PANTI4 � ♦ FLR LINE �1GREAT ROOM ►/ • 1 1�WA KNEE 'KITCHEN ►� LL TOP♦• - -. ray . • .. QIS4to 4 HEADER : DINING BEARING ♦ • ;. `•j \, �� :��!d°44°di°i°i°di°i°i°i4°i°0�°i°i9Wi96°i°i°i°i44'i.:°i°i°i°i°i°Ji°i°°°i°i°i°�°i°iL44°i°i°i°iM.°iS°di94°i°d°°i°i9°dPP°°i°i°i°di°iS°e°e4°i°i'°4L°Pi°iS06°ih4°i°i4°i°i�d4i°i � � 44°i499i44°di°ddi°i°i°di°i6°i°�! ;►. 1 ' • __'�INSULATED Q/S4 20 MIN FIRE.� WALL RATED DOOR W/ 1 .•HEADER 11WEATHER STRIP•. 4"; �� PROTECTIVE BEARING BOLLARD WALL TWO CAR GARAGE !1 �� •'6_51WALL 5 LINE LINE OF - FOYER IN OPEN[ ►� _POSITION . - D • FRAME WALL TO CMU HD AT • As' u., TEMPERED 1/2 .: .. ENTRY 16070 ■ �� lamF t I OF FLOOR AB v 1 1 1 20'-0" 1 1 OVERALL 'I 1 FIRST FLOOR PLAN ELEVATION A 1/411= 11-011 -7 5/8" ;7 5/8" ;7 5/8" z w =m J 2 H.B 00 m 00 eo W -a TIE BM AT 8'-8" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO 13 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OCT 28 Z022 Virtual Review Assist. Inc. Plans Review completed and approve 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 GARAGED 30.0 -33.9 30.0 -33.9 N N 0 - 00 N n ti 00 LO 31 TW O �N. Q z a ^0 (D LO ; E �M o W L C) �� m 5 N U 0 00 m Q. O u o O LLo 0 Q En t �6q } w Q:;� 70 U coM 0 ��� a -0 .— F- a LLI W w �W H W J W M O �-Q (If �zx z 01 a QX�n�LLpZ2 �t np�LL — o1- zQ! a<C0(9ZLL_00 w w— w w—W I�OZ WwOO O�< Iw <KOOCLLL >F-F Q Ow oof —0 Q .—YZQQ D jr O Q LL F LL O O z W O � ti O D � M Q U) M � U) LL � W F- W W M r 00 zv< W J0 O 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 ' 1 O o N o N ra N N N N O N N N N N CD O Opp CDr O O r N C) N � i 1 i 1 ' Z NU') W � CD ,0 O 0 1 1 1 1 > �- NV), 1 C CO v/ v/ }F- Z Q Z W O -�--+ -�--+ W z 000 O ow U U Dzj O ono Q z a�a m W N (D ,- (V � zom W 0 . .c Q 0zwo () a z u_ •■ z Z U _3 O O� tr z Z wlql- J " 0 O LAST PLOT DATE • July 28, 2022 Z 4_0 0 J 1 ST FLOOR PLAN A LINE OF ROOF 0 A. A.. ou nc SECOND FLOOR PLAN (ELEVATION A) 1 /411 = 1'-01' J J O � ►� W O (V r i2 Lo N W H Q U C7 ow I 4" M r STAIR SECTION 1 /2" = 1'-011 SEE SHEET ST HEADROOM IN STAIRW FOR STAIR DETAILS TO BE 6'-8" IN ACCORD/ W/ FBCR R311.7.2 10" 1" NOSING (o RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER--J STAIR DETAIL NTS GENERAL NOTES: * G.C. VERIFY ROOF PITCH (ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) I IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 12ND FLOOR ROOF VENT CALL: I 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 28 CLV '�/' I Virtual Review Assist, Plans Review comple completed and for compliance with the 2020 PBI by Debra Anne 6(lahr PX23pD ROOF PLAN (ELEVATION A 1 /411 = 1'-011 N N O N V) N LO Lo E � Or, O W L cM N 5 N V JQ 70- m m E. L z CA� W 2 O �o �- o Q '^ t U 6 Iq }z4: 0 V w I-v W L co Ec N - I—n -o 0 Ld U) Lj O F- C9LU J W �Q ofoW§-zT- JzW 'n�00D- T_LLo�Jo it Q z H H 0100M,tRoomoz � ('� 00 1U1L8zYOZzLL0<09 0 Z Q�wOg�~ �w2Uj 3 < L Q O F Q LL i O O Z N O� p io o Q W (y) r- 2��ti z < w D_ Lq H�M Z V W J O O co It O co O 1 N Ln LO'It i CT 00 U) O }' O O LO .Q T� Q z 0 Cn W I®® O O O N N N N N N O O O O O N N N N rZ N O - O O 00 O - N I i O .- � O O ONNNN®® Z� Z Z aW z W Woo U VU55 f- Dz> 0�o 0 Z arra = Wr co W ~moo � oo� O ZWO U z WU_ a mz F� FAA ki Ik EA 11 LAST PLOT DATE ROOF PLAN A a z z III J ti O N -v N 1[ V-0 5/16"-- 22'-6 3/4" `t 30'-0" FT2GF T-5 1 /4" � 31. ' '' ■■FA i:MEN r: 3+14 'I ��� ■ 10 41110+024 ■■i �i � =�=1i ■■I il���i'r �I•i�I�Illl. u •:• of ■,:�=tea: ��■1 z� © CI•�•� .Ili _. � 54 �O�9� E r1AMIR i' ■■i ■•�-���r_ ice: r,��:�_.• ����•� ICI �M � I ._�_1�'*MA IVA 014 Im � ►_._._. 0 /♦♦. III �_: A Ow ALA I ' ���/ ►��A — rf _ Ill, - - MOO u, E II�I�I�I�I■III !1 �� 1�Irl��r1 1 1 1 1 i I 1 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A' 1 /4 - 1 -01 c0 CD C 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 1� BEARING WALLS O2 A/C CHASE �3 22"X36" ATTIC ACCESS O4 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1/4 " = 1'-011 REFER TO ENG. PACK FOR CONNECTION 1'-0 5/16"--h 12'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING t, Inca\ nd apprs TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE CEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= 12 FIELD VERIFYI N :512 F — PLUMB CUT — _ J 2X4 I FIELD VERIFY O TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK HANGER CHART Foie 7tllitian p = HTU 26 (SIMPSON) by Debra Anne Kuhr PX2300 d a = LUS24 (SIMPSON) J L = THA 426 (SIMPSON) Total Truss Quantity = 134 REFER TO ENG. PACK FOR CONNECTION 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 -131 60 degrees or less 30' to 60' i 112 2/3 t0 1/2 I line span approx. Ta line span approx. i REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES �) AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 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 —16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 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 REUNION' OI' 01 LOAD DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 MOVED FG2 BACK & EXTENDED FTTS 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 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECTVARIOUS MODEL 2216A CCA PROD/MODEL/ALT 7A2/ 2216A ALT DESC OTC LOT: BLOCK DESIGNER PAGE RFS DATE 8/19/16 LAN# SCALE N329220R 1 4 "=1' N N O N fV • ti LO ' 9 $ 3 F4�a f.., i�'^, t Id"L.1. 3; b W c 59m c C W W 0 z a In a) > 0 O^ o W L '= -O r? U in CO co N V �0� R ° m . t E � O 2 a IL o t7 U a� Q .N 6 U w QCo � s W CD i= n }L V N U UO2 OLL �<oW I-f rW O I— M� zX < ~ JO�Ir0LLC)L c�XU) aWzu__oz2g0l- oaw Q� OU ZOD->zY0WZ wwOoEzz0O W°III OWO LU ZZV�W o L�2Q <T_ LL Q O' LL 0 0 Z N OW >CO0 O CcM 0 J � U) n M Z U z 3: WW J� 0 J r I a I I CD CDCD— N N N N N N O O N O N O O 00 rZ O_ O �_ O _O O N C) CD CD O CDO CD O N W W o 0 o O O i V i N vi 4 L6 1 i M' }~ zz W KW O 4_0 W z CD Q U Woo -0 II-_ �z-> LO -0 O o�� Q Z a�a- � H WWQ 7-4 = m-W N ~ �o N o zom W�_� IXO z Cl �z Q �� OU O rn z z z _j W 0 N LAST PLOT DATE • July 21, 2022 Z 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5 ROOF O/H DETAIL pia,_n ELEV AT 18'-0" _ SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER FLASHING 12 rL ELEV AT 10'-0" 4 - SECOND FLOOR FF - ELEV AT 8'4" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND 6" PAINTED RAISED TRIM BAND rliiiiik ELEV AT 0'-0" _ FIRST FLOOR FF FRONT 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 F 000'-0_ FIRST FLOOR FF _i REAR ELEVATION A 3/16" = 1'-0" -0 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF O/H DETAIL pia - n 6" PAINTED RAISED TRIM BAND nIGARAGE DOOR TRIM DETAIL 11 INGLE ROOF 12 >�,,` 5 Mimi �I 4' OFF RIDGE VENT PAINTED RAISED TRIM BAND 7 WINDOW TRIM DETAIL 3/4 - 1 -0 TRIM BAND v�v 11TA/A" WINDOW DETAIL _ _n" rL ELEV AT 18'-0" _ SECOND FLOOR CEILING 1'-0"o O.H. 7 A5 co 7/8 STUCCO OVER FRAME ELEV AT 10'-0' _rliiiiik 8 _ SECOND FLOOR FF A5 _ 12" PAINTED RAISED ELEV AT 8' -8" STUCCO BAND FIRST FLOOR CEILING DRIP "V" SCREED 5/8 STUCCO OVER CMU BORED LINES PAINTED RAISED TRIM BAND 21b. EPS 4" _ 6" FOAM :NL N N (.0 �f m 2 1/2" 1 1/2" 8 CORBE,L DETAIL lra_1n 121NOT USED 4' OFF RIDGE VENT �0 N 2„ V-8" o FLASHING PAINTED RAISED TRIM BAND 5/8" SMOOTH STUCCO OVER CMU - v41 <° V) 4) NLO,;E W L ,01' u MN N V) ff'' V N -0-0- N c, t O �rn W O 2 O _ .N C U6 Q }� w D-N V C r\ 0 6 N N 0 N N Lo 0 «w LO Z W 2 O 0 W z TRIM BAND - - �❑wQ v) �w¢~oOl W p-j z0f z�W Z)Cn�W��O20JjU'JO z20Q ocn2� zOLLZOw¢ OZv)wwcwU LI_��13f2U) Oeia-UWQ) W LL OQ =O �QQ�¢ w 13 CO,LUMN DETAIL - 3/4 1 -0 0 O z 04 _OW NGLE ROOF ~ w U J ti zW I�I a = I 7/8" STUCCO N OVER FRAME � I C.J. C.J.C.J. C.J. C.J. 3'-0" 6'-4" 10'-0" 10'-8" L 10'-0" 64" 12 —DRIP "V" WEEP SCREED V5/8" STUCCO SCREED OVER CMU PAINTED METAL - GARAGE DOOR ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ FIRST FLOOR FF OCT 2 8 2022 RIGHT ELEVATION A 3/16" = 1'-011 Virtual Review Assist, Inc. 4'OF Plans Review completed and a o d RIDGE VENT for compliance with the 2020 FBC 7th Edition by Debra Anne l(lahr PX2300 6 SHINGLE ROOF A5 12 ELEV AT 18'-0" Y SECOND FLOOR CEILING I I %8" a W1 STUCCO C,> N J 1 OVER FRAME IC.J. C.J. - I C.J. C.J. 12 3'-4" 8'-8" 8'-8" 8'-8" 8'-8" 3'-4" Ak ELEV AT 10'-0" _ 12 _ _ _ _ _ 4 _ SECOND FLOOR FF 4 —1 ! L _�- ELEV AT 8'-8" WEEP %-5/8" STUCCO FIRST FLOOR CEILING 2'4" SCREED J '- OVER CMU CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 0'-0" FIRST FLOOR FF LEFT ELEVATION A 3/ 16" = 1 '-0" FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) F5F. MO Q COLO z < W I— �WM_ oo Q Z U W J O O A O N N N N N Q r` 0 N N 0 N N 0 N 'm 0 N 0 O 0 N O z o � 0C 0 ; O NLo Wo0o00 ; � r N M M� w Z zz W Qw O W Q V WOO U U to �. O z)z j_ o�- Q z a�a �— W-Jo �- afWQ T —I = m w N ~moo (V ZOM ■ ■ M W CL �D zo Q z O <WX az LL z �z OU 0 W o` Z z z z w W J 0 O LAST PLOT DATE O ■ . July 21, 2022 z 0EXTERIOR ELEVATIONS A r%10r%n K1KICf1T METER — — — — — — — — — — — — — — A FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets 1 200 00 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCTV /\ 2 8 zuzz 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 T SWITCH- 4 1 /2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z kSMOKE 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 6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -}- SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 9 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR 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 5-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F—,24:R 24" VANITY LIGHTING FF=-- 36 -;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) ME�r MASTER STATION -NiZI ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER (1) THERMOSTAT In 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 N o 04 04 a Cap h Lo � a d R e Q 9 < Z La O W z Q V! L C! U M N t� In W j p u o a U�° Q -i N } V LUoc) Q.N C �M W L CD D W ❑ LLj W p F- H~ x_j x< zxM2° U a-fO0�Q Q o LLLL--.oQ aZQ<xr�Zoo-° (� _zY0zL j L IL �Q (0ZW�g—� LL ij2U�QZWQQ 0QO OQ LL LL O O Z W O I-_ W :5 tL cM O Q U) M (� � r-- W L17 i—�12t'M Z V W W JC:) O I I I I I I I ON N CD N N N 00 o N 0 N 0 N 0 N 0 N CD O N N C) Z C) C)� o o I I O 1 �1 YJ w o 0 0 0 o I I > N M d' Lo � r M w Z~ Z W QZ C)w fJ W Z z z 0 U ❑ woo U U cn ❑zj -0 O o�❑ Q Z aWa WQ � = m�W N Zoo W � ��:D . . 00 Z Qaf° O rO, U � Zw Z °z O0 a MM0 W o: z z z z w W'q1_ J 0 >C:) LAST PLOT DATE • July 21, 2022 z 0 1ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIF:ED 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. OCT 2 8 2022 1 /411 1 1-011 f r� 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 T SWITCH Uj ° 4 1 /2" DOOR JAMB DUPLEX OUTLET TRIM - BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz kSr� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL I= 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" �i 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE } WALL MNT FIXTURE TT NOTE: 40W A 6" ROUND OPALEX - ALTERNATE CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBAL {- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR 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 FF24:R 24" VANITY LIGHTING 9F=- 36 :FaR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND C i 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER (Z) THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N O N o ,�, y.;' �..y.� P � �.Fa•' LO v 1.L q(a - z I a w _ O .�4.s w 0 z Q /N 0 ^ o MN N � co U Cc')) i � O 2 o _� 0 O o X aQ P � '° •V) � } U W Q� N Q� L co Ems_ 70 C O� m W 0 W 0 LLI Uj W 0 H �Q -j W�,z� W O= _ W O� W LL 0 O Ia- x J W 0 LLLL � OUMOZ013foomzz (� O LL Z ��a. Q<Q0OWYozwz0�CL OW �<� �YOQQ Q O� o oQz� L. a 0 �QLL O O z N W 5 O M Q w CM � w LL ti z < W Lq F-�<ce) � � � O ZUH W W JC:) O A O I I I I I I h I I I O 04 M w o N 1� 0 N N 0 N N 0 N O 0 N •- CD O O o o I I Z O NL0 W o 0 0 0 0 l I > N M .4L6 i I V ) Z �- W QZ W O -II--+ W Z O �O U W O WU— � F--:Dz> p Oho QZ a--afa 1 f— of < rl = m�W (y (� F- I_ 2 (V 0 EOM W�� Q z1x0 OWU_ ZZ U �u_ z =� F- pU _o W zA6.1'1 wlqt C) >A.-i LAST PLOT DATE • July 21, 2022 z O 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2, GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 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 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7. 4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1 .5 - Cofncrete ogerpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1 .6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE: 5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 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. am= Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr pX2300 N N O N >: O co s a lel p W O W Z SIN > or-, o -0 ^ v MN N s U -0 -6- 0 M E •= 2 o 2 O u o Oro a ¢ tu��� V w Qv W L 0 E D ui u� Lu wF w w w�Fo F rif -1 W Z W <UoU�� jUQ0XJ�< 0Z�u0-0¢¢00 Z0C1nfr�OZowoomZZ UW W W - cc 7)O0 ) W W Jaf a <¢OW¢ZWZOWO U ¢LL O FYLL¢ �w OQ❑ ❑ Z LL O O 0 Z W O F_ � M O Q W cM � U) I Ca G U) - Z F- 0� [L cM 0- G 00 >- Z U W W� J � d- I I I C)C)C) 0 C),0 0 0 ti N N N N N C) C)CD CD- o -CD I I I I I I z O N Lo 'W CD N co Cr 00 V! }~ Z Z }� C)QW f4 W Z U WZZ OO LU ^O O OF-0 a z a iY aQ �w T�I = Wm H N CD F N � ZZ)O om: W aF- Z:) ■ ■ M Wof Q O Z>§ z�0 O (� d Z LL z �Z C.) O Z SNO Z Z LU W C) 0 LAST PLOT DATE O Z 0 STRUCTURAL -I DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL. LATH 16GAx1-112" LONG (3/4"'-1" CROWN', WALL SHEATHING STAPLES 6" O.C, VERT I?ETVVEEN r I MAX ,�. l � ... .. l..l ... � 6GAx1-1/2" LONG (3i4„_1"" STUDS (NOTED THUS:—) - OFFSET I I I R I CROWN) STAPLES@ G" STAPLES BETWEEN STUDS AS SHOWN O,C, VERT INTO STUDS (NOTED THUS:) METAL LATH ATTACHMENT DETAIL REV. OS 24.21 SCALE: 3/4" 1"-0 DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH, **ONLY AP'PLIES'TO LENNAR TPA"',IA;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 5'-0" STUB -OUT FOR " GAS METER 0 — 0 iV H C G 0 0 0 a _ -o 1'-0" 0 a ' o ir) d- U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 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. 164" (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 (J., 15/32" CDX Q PLYWOOD OR O 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER :NCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0'" + 4'-0'" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + /+4 ++ + +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 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 ° k 1/8" gap ° x k 1� FILL CELL STD. 90° HOOK BOND BEAM w ... .. a STD. 90° i `— CONT. #5 CONT. #5 HOOK - - BAR BAR #5 CONT. .. ..... .......... ..... ...... ........... ............ ........ FROM ON TOUHIG HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than isnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" Zor=211sinler details in One 10d box areas=20 of high lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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.* I 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— io �. NMI io 1 . � �J WE 6"" A 1Yz" ROUND HOLE MAY 6"" 6," DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN PZ" 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 1%2' Round Hole Diameter (in 2 3 4 5 B 7 8 .�75 ID 11 12 13 R tan liar Hlv[ Si fe (fit} 2 2 5 i = 9 10 Any 16" joist Span Sptan (ft) 8 1 "-0". 1' 1 "" 1'-2' 1'-2" 1 `-3" 1 '-3"' 1 "-7" 1 `41 X" 24" 21- " 3'-2" T-7" 12 V-0" 1 1" 1'-2" V-2" V-3" V-6" 2'-4" 2'-11" 3'-7" 4`-2" 4'-9" 5-4" 16 V-01" 1-1" 1"_2" 1"-2"' 1-7" 2'-5" 3'-2"' 3"40"" 4"-9"" T-T' "4"" 7"-2"" 20 1."" 1._1;" 1"_2° 1,a," 2"="; 3"�," 4'-0"" 4°-10"' 6"-11" 6"-11"' 7"-11"' 8,-11 24 1' 0" 1. ." 1 "-2" "-3" 2'-5" 3'-7" 4'-9" 5`-10"" 7 2�" 3,-41" D"� 3 10'-9." NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. JC Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. �✓ \ 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 fight 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 " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL ®� oo FINISH GRADE SLEEVE THRU STEMS ° SEE PLAN FOR °• ° . • • FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN ° I-) i I I I I I I I II I I I-� I A/C �CHASE�PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. OCT 2 8 VR/\ Virtual Review Assist. Inc. Plans Review completed and approve Ut COMPliance with the 2020 F8C 7ttt Editioe by Odom Amne l'tllabir PX2300 SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Ill ;,��IIII • I I •'—IIII�,; li" I I it F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE i I C L Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ------� . Q --.— l ca li,_ 'I awn—�----•-�' I' SEE FND. PLN. SIZE & REINF. 1 N N O N 00 N ., d`k c, 00 i UJ Q w z Q /0 > o � o '0 °? U 0 C") � ai c° 2_ r°i AV' W L O 0 E Cc' " o8 0 a t U- *0 �}U V w Q� W L 00 EM � C) a C� W w �O=2�<O<o <of Oe 0JO Q _ J p J — `�a0QQZW O O 1- BCI'WWWOz�WO�mz��0 Z)1— O z co 0 (n W W U, 0 Q %' J QILL �WpWF Fn_wzi3mOWQ myz OQ 0 o �¢w O O Z W 01­— (n O z p�Mo J � 0- U Iz ti < W Lid I--0�0-cM 2- Z U Wz� W O O CD " I " I " I C)C) 0 CD 0 CD 0 (D co r­ N N O_ O N C) _O C)T _ C-- C)1 1 1 Z 0 NLO W C, 0 0 0 l I I > N M 4 CO vJ }~ z W Q z w WW z O lO 0 O VOU) ^ z)z j 0 0�� Qz lraofCL �— F-- � - Q T-I = raWF- r- w (V 0 ~moo_ (V � zo o� W 0- ■00 Q O <~� Quo° Ow z v azu ■ V J O IL MM0 W � z SN1 z z W J N 0 LAST PLOT DATE z 0 STRUCTURAL _J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. 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 'IS" 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 U) 3 1/4" BASEBOARD U_ rr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR 71 CURB DUE TO SLOPE r W Z co =III=111=I 6 MIL VAPOR III D I —I I = = z - BARRIER II I ; D 4 I I II I I a COMP. SOIL. (COMPACTED TO 95% -I I III I I =III=1 I III—III=1 I III NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-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 � % 1 z " 4" 11 00 d. III I I1 T SEE A/S3ORJ/S6­-ILiil Ilrfli'ii „ I ,iii11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) =1 I I=1 11=1 I I -I 1=1II-III-III 'L,III,�,III111III,,� I r 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH `o II - III lu1 EIII I I I ILI I P4 11—I r 1 8" 1 _ 1':T . _. ':E.. � I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES II II II 3/8" MORTAR BETWEEN SLAB & BLOCK N co ELEV. 0'-0" a 4' A.F.F. A. C7 a. 4- ELEV. 4-3 1/2' A.F.F. 0 e,4 ' e a 4 2X4 CONT. - ' 4 , ... :4 .a li ° ° a e 4 d _ - ..e Q4 O e GARAGE DEPTH VARIES 4' a .-4 a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; D ,� ° o 00 FOR CLARITY ° ° I -III -III -III -III -III I I I -III -III -III -III -III- z NOTE: *FOR BEARING WALL 0 0 ° - ° g ° I=III=III-III=III=III=11 � II -III -III -III -III -III N I1111 1' r W/ UPLIFT ONLY — — — — — _ 11111 I I(IIII 11111 IIIIi —mom I I,T, I I I 11' I' l I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° I I =1 I_1=1 I I-1 11=1 11=1 II 11=1 I I ' ----- 4 _ (1) #5 REBAR w/ OPT. ' i= -SCREEN ENCLOSURE -III=III III= I I I I -III= I I -III III III-IIIMI I , MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS � N � N a CdJ a it 111/111111 .�.a' • - •,1=4 =III=11 SEE A/S3 OR J/S6—," -1 I li I I III _ 11„ I I, �111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC 113Y) 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. 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER_ (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH �3 1/2" MIN. fiI-III=III-1'31/2"(min.)-4" 31/2"(min.) - 4' 1 � 1=1 � I I-I- _I- 1II'- (2) #5 CONT.� 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP 6d) SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" GOr`' EVE �GUR �\�OS QGS• 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE 7' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS (31/2" 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 1(3 1j/2"(min)- 4"1. =1 I I -I I=1 I'- =1I1 IIII I III=1I1=1I1=III III -III I' (2)#5CONT. 11 141;1 1 �,111���11411 �,IIII�II 181,E-I U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 5 INSULATION PER FBC AND ENERGY �GoN�o FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ S SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40MIN. F'y=40ksi DJ FINISH GRADE 50 25" MIN. LAP PO" MIN. LAP] [GRADE 60 MIN. Fy- 60ksq 111=1 -I I 6 MIL VAPOR BARRIER -III ' III p ° I I=III=III=II=_ A. III=III=III-I I I—. - R 1 7/8 —\ #5 REINFORCING BAR I I D: .11=1 11=1 111111� � �1 i t T� VS I AP .RPI Ic'F I II -� III-III-� COMP. SOIL. (COMPACTED TO 11 I I a . — 11=III=III- 95% MODIFIED PROCTOR ASTM �— I I-III=III—III— 11=III=III- D1557) III „III=„III,=„III,-_,III,,,III„III-' 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2' 1/2" FROM SLAB 0� '_01' J CONT. BEAD SEALAI� INTERIOR 4. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 00 M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 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 WWF OR FIBERMESH , 4 K S3 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 D U U) W ' 1—III-III I I=1 D • #6 LAP SPLICE REBAR DETAILS rF"� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHOIR FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. w PLATE o.s.e. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > Cu SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. CUD SECURE 2 4 P T BTM PLATE x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1' 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH �, E 91 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH TM a d IIII III; N = I1-1T_I-1 I 1=1 I1-1I I III . `) Il I � . d IIII, � r _ -----II111�: SEEA/S3/J/S6 --4111,,III=111 �111-III ,,�I8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. T ' 00 GRADE d e M c� ;III=11 ' ° e • I -I I I -III -III -I' z =LU -III-I III -III -III -I I w 0 0 "' = I I II I II I II • a• . I 11=III=III-, - z z `/) ' 11=1 =III=111=1J=111 I I III=111 UJI FOOTING -III III -III -III -III -I III -III -III- U I I, ; III=111=III=III ,I BEYOND PAD REINFORCEMENT ' -III—III-11 i - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH '] SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S.\IRS3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 *' N O N N ' •� LO . ,, ` e . ryay 000 0, '..'� Spa z , W w„7 '.' _ Ile �a w 0 z Q N > o^ o W L ' ✓ 011 J �C (n V Q w m M E •-r o O P o } _2 0 0 �o aQ s U .N V w Q!:; 100 i= ri a> W L 00 iD�0- (D ( C /) W UI W w F-Q WX _j 01 za, of ,-J")O3:WC)LE 02J� z Q Q I— U [-- ::) Q¢ Z LL Z❑ au)wx Z¢ Q U C0 0 z 7tOOmzj cn a. cn W W rn ¢ a<apWQFnzWZO��pa > LL Ow �F-� two Ow o D oQz QLL ¢ 0 O Z W 0 > (n O U) M O Q Ln 2U)LL_ti z < W < Lid I—�CLC'M 00 Z V WZ� W O O I 1 I � I i O N O 0 O 0 r 0 ti N N N 00 N N O Q O � O r r O I I I ' Z O NLO w 0 0 0 0 L > 00 vJ ZF- Qz O _ W zU) O U w00 U U Q Z aiYa l0 WQ M F- N O F_ N O zoM QF-Z) 00 Q 0 <Lux O rJ JZLL - - Z dZ Q F- � OV MMO W Z ¢ z z w W qlqt J > C:) LAST PLOT DATE O Z O STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE I SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d !^�J� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 TYP) 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 TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 7 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE Wl (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL VI!/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W! (1) #5 FOR CONCRETE PLACEMENT / e� r.1 •- . -. • • �� . - ' •- • mil: ::!ram ■■lll III■■ 1911 Milli MEIN ICI■■ �IlII IIII� ■■Ill ���■■ Milli Illl� ■■lii Ill■■ Illl= NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J _ W - W amENE"111T > O FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL BASE SHOWN IN POSITION IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD I� GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL " SCALE: N.T.S. G s 4. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" 3 _ ❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ ❑ f ❑ FiT ❑ 1 ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 )OLID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET VVVI\ 11\llV 1\ 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 (2) (3). (2) (2) (1) LSTA30 (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 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,4 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d \ �� NAILS AT EACH STUD \(� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71/ (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 7x/ SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A i /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a a. SCALE: N.T.S. �- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48„SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc (P.T. ATE �uwravry ar4 SP2 SIMPSON SP1 SIMPSON SP4 10� ST co J M. / TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 - d a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r \-NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W c.) 2x TOP PLATE T r" 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR�\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 e • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 F0C 7th Edition by Debra Anne Klahr PX2300 N NO N N LO Q co LO it VJ - - ® O 0 W z Q SIN` > 0 Oo 0 C� d 5 } CO (n V _Q tO % W E y = M C O o 0)} OU-o m Q C ( .} • — 6� U W 0 ,n ^V`i W L �O E C) rz, 13�0- w a a L Ld w W 2,0O W WJ� Zo�� �U02¢a¢ O JOLLwLLUO��JQ U Q Q n<0z°z2o a LOW wwwo zi Www'D�O W �¢Z�a_ U) -0W 0pW�zWzQ¢QW¢LL �e 0W2_ aZOac Es D0 O 1 O O z W 0 � O O z 0 M Q M LO U) LL_ (j) Iz ti < W lq co oo z U z0 LU O I 1 I 1 I 1 C)o 0 0 O 21 o N O N N N \ N C)N o C)O CO C)r- (DI I I ' z NLo 'IfW o 0 0 o I I I Ln lt � N M C �� V ) } F- zz Q W O00 -II--+ W V 000 00 � /O� .l1 � z j LO-0 O oI._0 Q z aka � F- Q N � W �� N O SOU) W�� ■ 00 Q 0 Quo C)U 0-Z� z U)z O0- z Q z z W W J O 0 LAST PLOT DATE z O STRUCTURAL DETAILS SIMPSON HGAM11 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. g" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 I 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILINGti SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL >BnRACE�� NOTES AND NAILING 2x4CRO SCHEDULE FOR APPROX. 8FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' & (2)1Od TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR /16 ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OS OSB SHEATHING ATTACHED HE 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w! 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) MAX. 9" UNSUPPORTED, IF >9" SEE 1O/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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Od 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM 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 TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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 - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES 00 1 1 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING .11 1 12" 1 x 12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 10dEACH & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW 1 (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 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) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a� SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONK COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4 O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL I (2) 16d NA (2) 16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"*'� SCALE: N.T.S. S5 l'VIY 1. ULAll11VV 12" ISH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (00_1�0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 7116" OSB SHEATHING ATTACHED w/ 10d 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 7 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 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) 0 z W BRACING w/ (3) 1 Od 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.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" 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) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING r 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILLL) SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL TT 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 FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXPENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN r� 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 OCT 2 8 2022 'E Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. N N O r N 5 s T` o LO Y q.ti ° ,� W y ,r^., rn, 0 k � �r ,,�"�" ' »w z Q to N L0 ',o- E O O i ."'0M MN N NC'i 7 V -0-� m o. M w. W L 0 2 O E 8 } 0 �•� O �o Q s � N Ci V w ID_ :;� N � i o E � 7N V � a -0 (29 w OW E W � W 2 0 � z� Y 03: 0000 QO0 �QQ'OcnO Z-OLV_OOm JOz I-Q Oz nWWO nW WW55Q On 0 y in W jzO<U ��W �J0 Q LL Q =o0O <LLQJ W F Z� O O z N Ow Ln n ti �I.._cop Q U) M U) z00 Lq I- 0� IZ M >- a Z U W� W J 0 mi 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 0000 N N N N ti CD.- N N O O N O MO CDr T O 1 1 I z O LO W 0 0 0 o I I I Lo > 1 C 00 v! }~ Z Z OQw -F-•i W z p U Woo rJV55 �z5; 001-Fn < z arra r F- Uj �w< T� = mFw N CD I-1.-2 CV � Z z)O wCO Qo? . Q 0 �. U QWW jzw ■ z -z Ln QF� � OU MMO W LL z z z w W IttJ N 0 LAST PLOT DATE O z O STRUCTURAL DETAILS 12 I INSULATION BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J W PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O m 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD " _ I INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB y CHART CN FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM_- -METAL SEAT Ojj// 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' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER � MUNICIPALITY Fv • a. ; c a co —III = 111=1 I -I 6x6 w1.4xw1.4 I I—III=III—III—I I I I a'° III=III=III=III III a WWF OR FIBERMESH -III-III—I i I -I STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT ILL � a EACH FILL CELL TYPICAL a o AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE GRADE 00 . III —I I I I �I 11� STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR "-"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"= V-0" OP SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WE SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 �- B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a °.� d. VI=, d. 81 I' +lil I I I lil I l i 81 I Ii1I I I Ii1+- 8" CHAT W/v3" MIN. 3„ 1 l CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. W W cl O 0) B i 15132" OSB EXPOSURE SHEATHING x x PROVIDE BLOCKING AS R REQUIRED PELU D o SECTION X-X IF NOT FULL Q HEIGHT SHEET- I—C tn Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W SOLID 2x C BLOCKING @ ALL li C SHEATHING W EDGES (SEE OPENING SECTION X-X d0 x E F- 2x STUDS W BEYOND. SEE PLAN o O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI I M r-\/A-rI^k1 MIAnnAAA 3/8" S = SPA, S 3/4' SINGLE 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 VERTICAL BLOCKING SECTION X-X T� SFFA �O�L �N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". H ? 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. p OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. inwl 8d COMMON NAIL W - O LL LL PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F ¢ i- O Q Wf OOao w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOD & BOTT. cn 00 W '° LL � @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL K U) W O LL 0 ~ MEMBER IF GABLE END G LL U) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31"X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE \ 2x STUDS TYP. P.T. BOT. PLATE Op�TFRi FLOOR TRUSS FNiy R / BEAM SEE PLAN FOR REQUIRED-' CONNECTIONS SECOND FLOOR 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 Q'. T II°I—III_III—II " M III —III —III I I • . ° II -II IIIIIIIIIII 4 � III —III c HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (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" O/C 7/8" STUCCO FINISH PER ASTM C. 926 OCT 2 APPLY 3 LAYERS W/ TOTAL THICKNESS 8 2O�z 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE Virtual Review Assist, Inc. WEEP SCREED INSTALLED PER. MANUF. Plans Review Completed and approved for compliance with the 2020 FBC 7th Edition 00 by Debra Anne !(later PX2300 IL FINISH GRADE 00 —II O Z r � (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N N O N t LO CD 00 LO 00 4�`q Z LU s d O Q q4 a d'fJ'�1"y W z Q SIN' � N � E W L i�?0 MN N � 5 U -0 CC,') ` lc: _d w. CO W 0 U Q Oro aQ .nV) V W Q� W N L ECO 7C) C I� CL W W W �< _ Wa�z0f �LU �- Q Q F- _ JU)O?:�mLLUOL ;0 o Z00 ZLLLLoz�°OZ< O � OU)X LDzOit00mzj U W W — W — � fA (!) W W fA z c) cy Z QFQ0WQ0zWZO�0a �I-F gw2i LL OW 00 E Eaz§q¢ LL Q O Q LL O N Z O� U) O 0w((MO z < � J LL_ "ZI. G w w Ln 0� m CM 00 Z U WZ� J CD I I I I I I C)o N N N N N N N O N O N O N O N ► ) N_ N CD O 00I C) 0 C)I I I I I Z O N �1U� /-�) J W o 0 0 0 > N M CO U) Z � Qz W C)�0 -4-+ w z z z V UVFn ^O i� Z)Z j Or Q Z 9.0 Of < T = mHW ('V V F-� N O z0z: . Q O aW� O 'j z ■ z °z J OU O� Z z z W J N C:) O > LAST PLOT DATE Z O J STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN. 1 x4 P.T. 3-1/4" LONG X 3/16"0 FURRING TAPCON. INTO BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16" 0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" 1x8 P.T. O.C. 2-ROWS INTO MASONRYTHROUGH 1-1I2" DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED 12" 0 C @ 1 x4 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. & FURRIP 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" L2x8 2 DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. i-1 �a" nPT011 X 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 BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK — WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END-----rI H - LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) ElBTWN. OSB ARCH FACES W/ (4) 1 Od NAILS I EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC F,A811.1.11 I SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ...... ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' 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 (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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. - 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL (1) #5 BARS CONT. TOP WITH MIN. 3" W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. 11=1 I I-1 I I —I 1 I-111=1 I I_ D g. I—i I I—III-1 11=111=111- 1=III=111-1_I I- IIM1I1=111I 1=111=III 1—I 11-1 GRADE D .. D °. M p . z � . N \ ° D (2) #5 REBAR. MIN. 3" 16" MIN. or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) rHE :S I IAIA(Y'CDTADI I- IAICTAI 1 TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN _ t SIFE NOTE 1 BELOW {� 2x SUB FA rl 1 ALUM CIRIuF EDGE _. .4 MTl ; I.. PEPLAN I / 1 ER�,WALL TYPE � ALUMFASCIAlA -,3I4" TRIM PAINTED I �. SS NAIL W 51116" HEAD F CHANNEL.-�•---. �~ "' L`�IA @ 24" O.C. FASTENED PER I NOTE 2 BELOW I< CONT VENTED CAR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w-d 2- 2f, MAIL a (') CHORD EVERY OTHER TRUSS w13-12d NAILS, TYP `I G.C./ BUILDER TO VERIFY1PROVIIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR CO'MPONEN IS AND CLADDING LISTED IN THE DESIGNI CR TERIA ON SHEETN. FORSOFFIT ATTACHMENT AT WALL (PIER ALPHA ALUM. INC FUt 16,944 R a FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W1 T NAIL .09r ESA. Ca) 24" O.C. W 5/6" MIN- EMBEDMENT - WOOD w/ (3) IG G 4 x1 4" CROWN STAPLES 24" MAX_ O_G. IN DIAMOND PATTERN -- SUB FASCIA W 16 . 3/4 K114" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S F O �I i ;SCALE 3fW -1'-0' f -1p FOR ALUMINUM SOFFITS WITH .SPANS REV 112021 > VA", INSTALL MID SPAN BLOCIKING PEiR. THE SOFFIT FL PA'NSTLAL A I ION (11RMTERIA *REFER TO THE PRODUCTAPPROVA9L FOR INSTALLATION DETAILS." 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. "(0 (2) 10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD + + CRNC'TH PLYWOOD SHEATHING + + + + + + TRUSS + 2X4 SYP , EACH TRUSS CONNECTOR SEE LINTEL7 SCHED. BLOCKING AS REQUIRED TO SUPPORT SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MI1 MSTAM STRAP RCAI F`1/4 Q= QW=T Ill AAITI z O LL O w LL U U) 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 1 Od @ 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" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' a ' ' ' •• OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5-0" INISH FLOQ D P .. #5 BAR Ak p. . CENTERED W/ 6 u 9 .H IN TOP o ° , Ig KNOCKOUT/ N J[ % CHAIR BLOCK III II- ° MONO FOOTING I- SIZE AND REINF. PER PLAN AND SECTION DETAILS I ° CLEAN FILL , DIRT z ° STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL"' nn_ _ STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") 45x6' EMBEDDED INTO EXISTING BOND BEAM It FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual R #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I 'r EXISTING FOOTING RETROFIT FILLED CELL DETAIL N i evew Assist, Inc. Plans Review completed and appr` for compliance with the 2020 FBC 7th by Debra Anne Itlahr PX?3f0 2 #5x6' IN CONC. FILLED CELL 4" SAW CUT A \ SECTION LI SCALE: N.T.S. SCALE: N.T.S. N N N, ,„ O 04 �� 00 Cl yry- W t! •, z w ,f = ® D W W 0 z SIN, > O0 K o W L i- "0 °? u 0 co co`�'• j%',� V -0 -02 Q� ,, L = W O 2 0 — 0 N Q O t U6 -5, :#: w Q v V W >` 0 co D�-o m H O. _0 C7 wP w _j w2,0 �O=�J¢O¢�¢�VOLO U Q I— HE 57< on,0O9Jo,iLLE�oz�o-mpZ¢¢ CY Z cnOQ wawiwiof5>_www0O <OwOw�<<K0a ¢ ¢U_ Owgi­-In g OInoQ ¢LL� O O Z W 0I­__ U) ti O H cM Q U) M lid U) ti 0- CM 00 Z U Z� LU J � J Cfl I I I I I I O04 0 0 o N N N 0 N W00 ti N N O C)coO C)� O T C)I I 1 I 1 I ' z O N W w CD o 0 0 1 I I Lo II > N ch M(J _ I �~ zz W -1-0 C)Qw z cy)O V UU� � Dzj LO O O I- z w � �W¢ N zox W 0- ■ ■ CO Q QWo CD 0 _j z z az • O0J O 0- z SS z z LU WIlt J N LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETRO FIT 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E - 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ Go 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING /H4 SECTION VIEW SCALE: 3' = V-0" 0 SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS fI EW "A" SCALE: 1" = V-0" V I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVHLL Rm ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -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 "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED 3 PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL T-----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" `f2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING E SECTION VIEW SCALE: 12' = 1'-0" 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 C PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/-1' X 2 4' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 GA TOP OF STRINGER r G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 [STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCCNS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR 1 71 / / 1-1 (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OR PLYWOOD BELOW ALL NEWEL POST OSB OR 1 OR W FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING SCALE: 1" = V-0" 0 1 /AIM UUIVO I KUU I IUIN UC I HI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND OP PLATE OCT®2 8 2022 VTO RIM BAND, ID NAILED TO WALL BELOW Virtual Review Assist, Inc. Plans JOINT for complReview completed and approved _TO iance with the 2020 FOD 7th Edition )ISTS) u by Debra Anne Klahr PX2300 2X PSON MI 10dx11 ECTION VIEW "H" SCALE: 1" = V-0" N N O r clY�ar? LLB 00 +� C" a ' - G N cWc 0 W Z a on N L E ' 0 \W L 7 = — L M W C O 2 o 0 �} Oro � Q •MINI V W !?� c 00 E W L CO ,0) iD a� a -0 /) ( C LU W UL W 0LLI uj WQ� H~ 0 J W¢ Y z x irO-J¢0 00 0 _ Q H W U)LL LL J > ❑ J — _O O h X � (� � 0U)z�0Z0x00mZZ¢0 �Oa>zYOZLU ZL`00 a U) 0 Z ¢�wOg��-�w620 LL OQ o 0 oF<LL O O ZW O� �5 Z) I,- p F- � O QUMt~ G U 'N W Lq HW0—cM z Z U W W J 0 I I I I I I I I I I I I O o N CD N 0 N N 0 N 00 N N O O 0 C' !R 1 z o (41LO w o 0 0 0 l I I W � � C M u) }~ w aZ W -- 0O oo Uo W o F— Z)Zj 0 COW- OF-0 Q Z aWa `— F- 00 � W N (D I- N � Z�o oM W QF-Z) ■ ■ MM W Q O 2§2 QWW U az z" Z H U Q _j O a Z ST a Z Z W wlqt O C:) Cq > LAST PLOT DATE z , 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7132 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TrPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 81`32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS Csssr-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-0B SF24-0B 8F28-0B 8F32-0B 8F8-1B 81`12-113 81`16.113 8F20-1B 81`24-1B 8F28-1B 8F32-16 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 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 1 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 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 1 2661 3898 1 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1 1366 1846 1 2423 3127 1 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 2016 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1 1002 1326 1 1697 2127 1 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1 1609 1849 1 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 1 1285 1 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR I NR 129 250 450 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-0B 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 1 5206 6639 1 8060 9479 110893 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 1 3120 5048 1 7915 9479 110893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 C,�4494" '"'�■� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECASI 592 591 1057 5'-4" (64') PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 414mr4Rrn ^"� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ' AMW-40411m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F12-1T 8F161T 8F20 iT BF241T 8F281T SF32.1T LENGTH 8F8-2T 81`12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 1 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 1 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 163412 210 11 2571 10 3039 10 3508 9 727 1 1166 1634 2102 2571 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181115 L 16 2494 15 591 851 1326 1 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694(8),-1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 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 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 393(11).48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295(10j..37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 600 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-CI4�'ti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-IT LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 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 198015 2322 16 395 1 589 1 1135 1 15141 1893 2272 12652 (#) 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 ,o >- D � e - o 070 O 81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B L7 `_.1 ° ' 4 % > G � e ° 4 0. > G e 8" PRECAST LINTEL W/ (1) #5 HOR CONT p BAR & (2) COURSES OF 8" K.O. BLOCKS 0 O o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 7° 4 1-1/2" CLEAR C.M.U. D U) cn X = U) O m N w v~ w !a uj A #5 REBAR AT U 3: = a ° BOTTOM MIN. (1) W < ci REQ'D <LL J J J z W < w 16 GAUGE bo Of c U) ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP N. (1) REQ'D MI V1-1/2" CLEAR J C.M.U. H Q GROUT ,ten #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTHJ I �QUANTITY OF#5 NOMINAL HEIGHT REBAR AT TOP O W Q H z= C� z= o CQ 1ST FLOOR LINTEL PLAN (ELEVATION A' Virtual CD Review assist, tnV ` Plans Review completed and approved for coRisnce with the 2020 FBC 7## Edition bY Rebra Anne Klahr i'X2300 00 w 4-zz 0 LL > C:) w (#) 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-CI4�'ti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-1T BRF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-IT LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 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 198015 2322 16 395 1 589 1 1135 1 15141 1893 2272 12652 (#) 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 ,o >- D � e - o 070 O 81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B L7 `_.1 ° ' 4 % > G � e ° 4 0. > G e 8" PRECAST LINTEL W/ (1) #5 HOR CONT p BAR & (2) COURSES OF 8" K.O. BLOCKS 0 O o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 7° 4 1-1/2" CLEAR C.M.U. D U) cn X = U) O m N w v~ w !a uj A #5 REBAR AT U 3: = a ° BOTTOM MIN. (1) W < ci REQ'D <LL J J J z W < w 16 GAUGE bo Of c U) ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP N. (1) REQ'D MI V1-1/2" CLEAR J C.M.U. H Q GROUT ,ten #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTHJ I �QUANTITY OF#5 NOMINAL HEIGHT REBAR AT TOP O W Q H z= C� z= o CQ 1ST FLOOR LINTEL PLAN (ELEVATION A' Virtual CD Review assist, tnV ` Plans Review completed and approved for coRisnce with the 2020 FBC 7## Edition bY Rebra Anne Klahr i'X2300 00 w 4-zz 0 LL > C:) w (#) 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 ,o >- D � e - o 070 O 81`24-1 B/OT 8F16-1�B/1 T 8RF14�-1 B/0T 8F8-1 B L7 `_.1 ° ' 4 % > G � e ° 4 0. > G e 8" PRECAST LINTEL W/ (1) #5 HOR CONT p BAR & (2) COURSES OF 8" K.O. BLOCKS 0 O o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 7° 4 1-1/2" CLEAR C.M.U. D U) cn X = U) O m N w v~ w !a uj A #5 REBAR AT U 3: = a ° BOTTOM MIN. (1) W < ci REQ'D <LL J J J z W < w 16 GAUGE bo Of c U) ° POWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP N. (1) REQ'D MI V1-1/2" CLEAR J C.M.U. H Q GROUT ,ten #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTHJ I �QUANTITY OF#5 NOMINAL HEIGHT REBAR AT TOP O W Q H z= C� z= o CQ 1ST FLOOR LINTEL PLAN (ELEVATION A' Virtual CD Review assist, tnV ` Plans Review completed and approved for coRisnce with the 2020 FBC 7## Edition bY Rebra Anne Klahr i'X2300 00 w 4-zz 0 LL > C:) w 1ST FLOOR LINTEL PLAN (ELEVATION A' Virtual CD Review assist, tnV ` Plans Review completed and approved for coRisnce with the 2020 FBC 7## Edition bY Rebra Anne Klahr i'X2300 00 w 4-zz 0 LL > C:) w N N O N e -.a a ww Z gy .p c? � NW M o o O �� Q �(n U w 0-:4 L O E M �, 7W� w LLJ � w WLL W J W20 O Of Of �W���a3a Q Q U v��uvO°-¢° jU����z���l-zLL Q ��-1- O ow��azoW°omz��° � a �ww in W< � LL Z QFQpwQ�zwzO��oa OW�Wz < LL < O HQLL 0 0 z W O� z � M � O Q 14- LL 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)#5L (1)#5U DETAIL *D' DETAIL'B' &'C' 2'-10" l'-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 41-0" 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 (2) 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 64i 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 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 1 727 727 582 718 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 1314" 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. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 357 357 254 352 2 No. 1914" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 256 256 188 262 No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. S N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 No. 3 () No. 5 164 164 124 179 (2) N.R N.R: NOT RECOMMENDED 1Lf�d DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL// r QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-PI-1 L/1IU] NOMINALWIDTHJ H `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#SL(1)#SU DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.: 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 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 8'49" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-9' 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 7777 1 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'4' 1717' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'4' 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/ r QUANTITY OF #5 BARAT S-SOLID LINTEL 1 LOWER LINTEL CAVITY 8x16-P-1 L/1 U NOMINALWIDTHJ `QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVTY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x121' 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 OD (n) L #5) U L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF DETAIL'DG' 3-8" 24" 2-9' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2$" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3'4" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 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" 64' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P LINTEL/ r QUANTITY OF #5 BAR AT :SOUD S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINALWIDTJ j `QUANTITY OF#5 BAR 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)45U (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" F-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-1a' 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 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 F-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7116 strand + 1207 1207 605 938 2 No. 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 1 T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 1814" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 545 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 607 607 317 601 No 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No. 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 488 488 260 493 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.S 399 399 217 412 TYPE DESIGNATION P-PLAIN LINTEU S - SOLID LINTEL r QUANTUY OF #5 BARAT I LOWER LINTELCAVEY [8xl 6 L/1U] NOMINALWIDTHJ j ` QUANTITY OF#5 BAR NOMINALHEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 811 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 (I)#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 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" 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 914" 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 I1'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-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 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No. 3 1368 1368 771 1264 2 No. (2) 7116 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2 7008 1008 573 1048 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 (2) No.5 22'-0" 20'-B" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 740 740 393 772 -M DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITYOF#S BARAT S - SOLD LINTEL I LOWER LINTEL CAVITY [8x1I6-P-1L/1U] NOMINALWIDTHJ H LQUAMITY 'IF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL 'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737- 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 7-8" 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 rQUANTITY OF #5 BAR AT S- SOLIDLINTEL -1 1 LOWERLINTELCAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ L QUANTITY OF 15 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R4022 & 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. (PLACED P LEG BARS: INOFIELD77 �(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 0D 7/32" STIRRUPS AT 4'-0" cc a\o iv VCe) (TIED OR WELDED) Lo BOTTOM BARS N SEE SCHEDULE MIN. 7 5/8" hYN. 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" m LO M r- ro 7 5/8" LEG BARS: SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 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 (1)#4L DETAIL'O' DETAIL'P' DETAIL'O'&'P' 'P' DETAIL'Q' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 IT 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 W-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" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'-4' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 877 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4' 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" 1 PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 144' 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13-4" PRESTRESSED 12 1 No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 174' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 2 No.S 0" 20'�" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 898 898 481 947 No. 5 `�i ° ai,�1 °•�iY1 1 DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWERUNTELCAVITY [8x1 j 6L/lU] NOMINAL WIDTH] LQUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #5(1)U(0)L SOUD #5(1)U(1)L SOLID #5(1)UU(0)LL #5 1DETAIL'DL' SOLID #5(2)U(1)L DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE 12) No.3 7665 10000 10000 10000 4-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 1 3338 1640 3122 9'-8" 1 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/I*1#.LV!mJj L CD O 0 UNIT '2216' - 1ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix811 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 I L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-9" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 97 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 ul., ''.•pia .�!•'a .�•.�..•^-may.; DETAIL "DA' DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU(Ol1L SOUD #5(2)U(1)L DETAIL'DO' DETAIL 'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-B" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4' 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6'4' 6-9' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1552 2996 1183 2844 DETAIL "DO" DETAIL "I DETAIL "DQ" TYPE DESIGNATION 8 -sad 1 "-- `L>��ow � xl6-P-IL/If ] Lia rwr ow % TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BARAT S-SOLID LINTEL I LOWER LINTEL CAVITY U [8x16-P-1 L 1 I] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Virtual Review Assist, Plans Review completed and approved for compliance with the 2020 FOC 7th Edition by Debra Anne Mahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4424 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6' Precast 156 600 1114, Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. too N.R. = Not Recommended N CD 04 LO Go It g4t"j L0 � .px s rx" ,E Z W 60s' 2 O W ❑ Z Q /N � 0 ^ o _W L -0 In u ❑ MN ai N f�' N r_i /v� W 20 U O rn 0 O LL o N Q a N V Lu D- W L cO Eri .5 70 0 O� 6 I- Q -a WW PW W J W � " o F QW02 OfJ X Z � L`pQ�� QHUF- poQ cy- ZofoZz - m ILL <wafToZo n LLJ WW W <QQzWZO0 OWQ 7JOZ Oda LL _ OW F� �YZ OO D _QQof Q<< LL Q O LL. C) 0 Z 04 O F- W � M O Q W M L0 G U) W <M Z V W l.l..l J� C) F F L /O O O N® O O N _0 C) N N O N N O � CD O N C) I I Z 0 NLo W o 0 0 0 0 I > N M d' tt) C 0 v/ ZF Z C)QW A. -I }+ W Z 0) O v W O O 0(-) �5 ::)Z5; O°~❑ QW- Q aWa to tz� F- WWQ m H W N H 2 N Zoo W <F-Z) ■ W Q O ZOO O U z az� Z � OU O z Q Z W J uj 0 0 CN LAST PLOT DATE z 0 - J STRUCTURAL DETAILS A xgiawawff Mountlifirg Brackerm 0 (1 Gaim-$ 4-U2'x4-1X x 2-12' See Anchor Wk cross su-ppe" ck it to VIA uzml=�� 1?2"Ua A325G�atv0 "Typ') p1 4 14 Srtf-0616N Scows r A/C Unit Beatum Edge Hiu!"Icu e Wap (TVpicall 3 in filorvill rMirit C.-CM-1s Support Self-Loskkio Nuts May be cut to W1 # 14 SeIR)rAing Screw$ Thru Brackets Rack,Crovs Suppartirac PC Urvi: katorn Siclee (Typical; 3 each side for hurricane use) E J=mZ litarocall fee W1,111 Florida Department of Business & Professional Regulation P.O. 1, a I Building Codes and Standards I21I8,202i Product Approval Application Detail . . . . . . . . . . . ... ..... . .... M Z_ fatty ell 2111 212 29LEM91M 21W I= KertAll Q913 millnuir A Licom VdIlAw aw gwimmw MAmk64Ygl AR -nil X" Adurmalion 2020- Smart Ves- Products, Inc. Michael GnIftsm senses F. Ne,- P.E. Locke Soudan P.E 1211312020 M50020 IM6M20 Appreeto categm, soructural comppeents f877) 4411-Karl PE=73776 r3m)U00-1000 SubCAaacrf,, Products introduced as a ResIll: of Naw Techroletry Compliance, 1014thod: endurfico, Report love a 1`10049 RePIMCM0 Architect Iff a LIMSed Foods Profession@! Engineer Qui0thrAssurrian;@ Appittind for Use Aparolestilk9so bM Design sealf par ar Itlarmst Product Description Expiration Dal, In KWZ outside HVHZ Ritsistant Pressure ==M1540-510 Dual Function Flood and)0---tillatIm Vent I 2M =3 yes ye'I WA .1€01.L100 SKrtvehl Model 0-5 9111'. ii Dual Fuemm, Flood and I 1-W P_ U3 Yea yes WA *IPS11 00 'I ovant M."Le " Am i PpInsulated�4 In Vru 17RIVIr's Y.. YorewA 4 Steer Vent Mo,11M #154 0,5211 Insulated Flood vent 12r3112023 yes Y­ NA 100,1100 5 SW 0I M01'111#1640-514 Utiloiat Garage Door Flout lent I n1rat-23 yes Y11 WA NIA 8 n. .0" #1540-570 Wood WWI Insulated F1.00 V-t 12 �_-,QQ23 yes YesNAA '1001100 7 SmartWnrt Model 91540-574 145ticuot: Garage Dow Flood Vent 12131o= Y" yes NIA NIA 229 1�te Version Manufacturer - Revision 2MD Therm :Tri Corporation Categorio a(barior Dam-- Suler--tingory-, Sminiting, Eclarlor Door Assembliag Compliance Method Ewluatkin Rppo-t them a IwWser Registered Arahlocrt or a brozerIwol Fends Professional Enginm, FL02044584t5 Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail eam contact Engineer & License validated BSr Staye Jasipersoon Lyndon F. Sollimidt P.E. Ryon J. King, RE (800) 843-7528 PE-43409 [BI-3) 7137-e555 Pane 2 of 4 1 0:25ao 2 2 DAt& i2gltit Lis EInding 2A Va kilted Seem kft#d F13CApproVill Approved Stetus 04il51= 201112= 64=021 GNW2021 Approved Quality AssurzuI AgproVW for USA A ggroWd for Usk. Imm, oesw , Sao I* Pa" mod -el Number orNarn Prod u&. Description Conlract Exteration Date In HVHZ Outside HV14Z Resistant Pressure Fiber Classic and Sm000),aaar Nominall 6&9_19l 8 &q"-t; I OPaque, 12W.1,1022 No yea, yea NIA. C,..I. Edge Fiberglass Single Does on6411 Osv-,Wng; X M-niguraton, 2 b. Ther-7,u rib-CI-9i, and Smoot -Star N-InAi 9 9quot; I .74mrt&qLt; Opaque I.JSII2022 No yes Y- LVA CcRrmoosre, Edge Fibergits; Single Door with Sidelbe(sl 0nsWng*us%ing; XO, OX or OXO configurational 3 e, Therma-Tru Fiber-Claraso and Smooth Star Nominal OUM &quut; I milpactliquot: Opaque iwirll= No Yes ye's NIA Composite tR Edge riberskas Doubt- Door with or WIthout I�Ikehte"` (I rrearinglOuivning; XX nr OXXO 00migure"on5) 4 a, I hatnra-Tru NW-Cleasto and Snorroth-Star Nor i€I asm0 OLIOU In"CAquot, Opaque 12WP022 No Y as Yes We, Compos:i? Edge Fiberglass Single Door (InumnVOutrwrIg; X configuration) 5 e. Thorn,4-Tru Fiber -Classic and Smooth-Slar Nominal S&M.0 41quicit; I mipactiLquot; Opaque 12131r,022 No Yes yes NIA Compoft, Edge F bergeras Single Door wth Sidelhe(s) onsoongg)NImyAngl- AO. OX or OXO configurations) 0 I. Therms-Tru Fluer,019staloand Smooth -Star Nominal 8&#39I0 &qaot;Imp0Ct&quot� Opaque 12J310022 No Yes yes kYA Composite Edge Fiberglass Double Door Will or without Sidlell (I nsoftlCortswrig , )01, or OXXO cortigureflona) 7 g, Thoree Tat and Nominal "fie4r,$ aquot I rrddso%quot; cnazoo No yes yes NYA Compoole Edge Fberghiss Single Door (Ins.evrdubwing, X ­%l-wri) a In. Thershe­T ru Fiber-Classli- and Smooth -Star Nominal 6&939,8 &quotJohiparat&,quot, Glazed IVW_2022 NO Yes yes WA Composite Edge FiberglasIi Sarga- Door smith SiOiita(-_j en-AngiQuh--ing. XO, OX sir OXO corilkliorallons) 9 L Thera-Tru and STIrsom-Stair ni Nominal 69#39,8 ftictlinipauttiq uot; Glazed IMIP-022 140 Yes Yes NIA Compoester Edge FiberhiMes Dou ble Door Wth or without Sidelitas (InsaMng*utsSviN; M an OXXO configurations) 10 J[. Therrrra-Trio FUr-Clossee and Smordh-SW Nominal OUGglO 12P3140024 No Yes Yes NVA Composite Edge FIbeho Door (intor4risroutswrho; X ounfigurelion) 11 Ic Tharrvo-Tei Fdair-Classan and Smrioltsir Nominal &UM0 &QuotImpactilquot; Glazed 12131t2022 Na Yes Yes INIA r _,rnposita Edge FibergSingle Door with Sidellasiso (1nswn@JOWse%mg, XO, OX or OXO configuratons) 12 1, ThartnA-Tru Fildor-c and Smooth -Star Nominal 8&*3a0 &qurot;l.,Wd&qut: Glexed I Z31112CQ2 140 Y" Y" WA Composite Edge Fiberglass Double Leon with or without 9Walus (Ira;SvinglOut-avoing; )0( or OXXC cordig,natial S) 13 m- The PTru Fiber-Claskmc and Smxxsfl,Star Nominal 6&#3@r,8 &quctJrrlpac1l&quot Glazed Melded 129112022 No yes yea 1,VA Open Composite Edge Fiberglass Si righe Door (InsxingCuttwirog; X oronfigurakion) 14 In. Thermo-Tw Fiber-Classle and Salooth-Stac Nominal 64#39,8 Glazed Melded 12I31l2022 NO Yes Yes NiA Open Composite Edge Fiberglass Single Door with Glazed Wdad Open SidaineI (lnemnWC1utsWng; XQ, QX_QXQ ccarfigostlonst is a Tiennur-Tat Fiber-Clausk- and Snoortih,Sai, Nominal #338 iliquet;'misactitquot; Glazed Molded I Z-311,1022 No Yes yes KIA Open Coy posde Edge Fburlulvsa Doodle Door will, III VAlrost, Glazed M31ded Open Sidel[mrs XXO-D)= con%ulationg) 16 is. Therm -Thu Fiber-Glassis and Samth-Stel Nominal A&B-39,8 Opaque 121`. ..u= No yes Yes WA Comprosre Edge Fiberglass Single Door with Molded Oven Sidefter(st (I nmerinirlQuiltmeing; XOOX or OXO 17 4. Themna-Tic, Fiber -Classic and Smoomi-Sair 14011anal 63#39,8 &qLKtPWCt&qL0t; Ooatub A W,= Na Yes Y" FLA Composite Edge FibarglaPP Double Door --*in or without Glazed Molded Oven sidelites (Insvark9FO-Ete.tang ; XXor OXXO configurations) Florida Department of Business & Professional Regulation Paaa 1 02 Building Codes and Standards IA12021 Product Approval Application Deriall - --------- --------- 99ft EI or NO- Rat drt. Pend IPA versi. nlllrd9srl speasse, A t I- Veild*nxt By ydussrsd 34-Jurad rFln.A-..l Ann-- Slabs`e R,sWou 2020 MI Winders and Dows Brad Sees. Luis Roberto Lanes St- M Web. RE 1=6/2020 IWISV2020 IVIV2020 Approved Category: Exed r Doors (717) 365-3*0 PE-82514 (71 ?-1 W,6454 aodbCatmgory: Slide g EKVAv Dow AssomtAW5 hfthq.rgP*A.­ Compliance Method: Euvkiatiw Report from a Florida Registered ArchtlecIt or a Licensed Florida Prottselon.1 Engineer FL9163VAS Products 2vkuAEULrami Asreireellerila-i Appointed flal W". imnarit 21:111M A Numb MUMINU Preebtlill lemkil �Mtrmt EM"90 fto W ignic &ilz �Edsldtnd ftmu I M SGID SERIES 47VALUMINUM ZGO OXO I 2C'62-324 No Y.S No WA 14&314&quPt,x8G&qu NON -REINFORCED 2 SERiES420ALUMINUISISGO SERIES 42CALUMINUM ZGD OX. XO, XX 1213142024 NO Yes No NIA NOMRSNFORCED 11, lZsi2a24 N. Y., N. IVI SERIES, OALUMINUMS-,uREINFORCED SERIES 42P ALUNINUIVISGEtREONFORCED-OX, 120'. r.024 No Y.. No Nis. XO XX SSre ud_x9&&quor 5 SERIES 420ALUMINUM $GD REINFORCED SERIES 420 ALUMINUM EGO REINFORCED X" 1213t0114 No Y.. No WA 14Uqu0_-xs6&qV9t; May 27, 2022 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product suppliershould you not know the product approval number for any of the applicable listed products. Category Subcateg,ory Manufacturer Product De,5ription Approval Number(s) Test Pres5ure5 Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star, FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 F L1 5504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single I Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.11 +55.01-55.,0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 D_ MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 12/3112024 E . OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - 1=L13192.2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL1 5076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie lsee chart ITW Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 B- TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197-5 N/A 12/3112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L\l PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY -Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 The products listed below did not demonstrate product approval at plan reviiew. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply With, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulal P.2.1111 Bulking Codes and Standards IWO21 Product Approval Application Detail 2CL W code Ulu CE M M embu 2& airs s ZagbilLA.Ugma Vaadae.d YaiWatgII slomuild LIQAURLQU Aproved fil-ke- 2020 Cumetilvision o1AADG, lnc, Tom Ria-My UL LLC Troy Distrait, P.F. 12AG12020 12MI2020 1202020 Appr-d Cimu;cq: edadw Deese (841S 434-2813 (954) INTOW A.". Su"Ce"e"y: e Door C"P_w Ix tern-flayGessIlabloyes FIL011531-R8 Praducts Coexistence 1114thook Owullcaftn Dark a Listing alurellera Aperand ter dilso aggEvaill M Q - IMDM Design INA Number or Name elagggt oadreritilip coull Ea"gra R* In Va outside 11w assistant Pressure, 1 757,, 777, and 647 Sngre and Pairs of Rush, Glized, sand Lowered angle and pairs of A V11 12025 Yes yes Yes WA Ile- hollar matt, doors. Florida Department of Business & Professional Regulation P.O 1 o,2 Building Codes and Standards Product Approval Application Detail ft 7490491 cane EntIN or Pat. [We Date Pending Oats vank., Manufacturer ssnmaErt- A U-1Fagdated Yjld-,d UliMillill FQC Ansurygil 6111010121111 ReAsion, 211-10 Ml WindWSwdDacrs Iderit $dkqu American Architectural Steven Is Urloo, Pe I In 7r= I I M 7=0 1 lr,?F= APPMOVod 'Cat ooz ry: tMn rkses (717045-3300 Mismilecturars Asucielan '71T0117-845A SubC,edogarry: Slnoe r1ung Pont, Compliance Method: Ceelicawn klark or Loreg Queers, A- Approved loor use Aver-ed for Use Impact Bastian §29-0 Ma limbitur N r Priliftict 101-113111- W-w ImUlari 20 In HVNZ Ouisdd. Hv"Z Reigaitrit ft-. 2 r35 SH 5W2 R'XI.og. F... InIsr Single H_Q OMM23 No Y­ N. maa'lso Larninated Glass Florida Department of Business & Professional Regulation Pas. - .1 Building Codes and Standards IW2021 Product Approval Application Detail Florida Delpartrunnint of Business & professional Regulation Pet, I oft Building Codes and Standards Product Approval Application Detail Code L ErAlty or Z? 040 Data dib Pending Date TVM 70�" whrausmau ftr Cal FrAusir Ligamm validated ft MOW Far ADOEad AM* §Md ReASion 2020 WE WindoWS and 116M stah, saa-gre AmorICAM Aothebot)iffel 810"ft M. Won. RE 11/ZV2020 I laM020 11 r2&21120 ApFfad Category! 'Ak.,d- 17171 36:.3ar)4) C71 Ti 317-8454 SUbCatesiour. Fixed bsilengeriMrseed.om Compliance admitted: ceaffication M&A a uscrigi FWf34!M4 P120-ts Quality aawmarera AporovidforUsa Arrances! for Use William QUIM iII`Q# Product M.M. Number.- Nan. Product oopprlplwn In HYHZ OInsId, H4ttlZ Rtiffitiriant Ptegrapt'. 1 "1615 Pits 73 X 72 inwittod Gles. 9003F2023 'so yes No -aw-60 Florida Department of Business & Professional Rewlatiort page I r1 Building Codes and Standards lrdwi Product Approval Application Detail two Ra R& Rise, eta" "R wist verylon Saari A, "cause Valbidaul illy subugftw f.$C Anemone Acearlyod Stim. R-islon 2020 J.- Hardie, Burildmij Prodd.. Inc. Chad Merck. V Arid- Tan jh. Southard, P.E. 011405=1 12114M20 01d0e202i ding FBC Appo Category: Panel VMS (909) 545"359 PE-4II662 02) 367-2526 itkinCole",y: Sidg hsd.rre�eetliarnaehaodl CPurplianeir Mallund: Evaluation Report fro. y Florida Raplstared AarJlltaot or Licensed Florida Pralreselocril Engineer FL#11192-ft Praduds HY Aliu.,ZW AddSsiId Por Ugg ApLillilIl_.d or Use a." PrPd.I MPd.L Numb., - M- Proid-A D.-lotion, Process C.&W Burrell- Or" I. HVK ChAidd, III ftsIslart Complaerk Lap SI-Ilrel Alcercernent lop Siding 1 2,01 2O23 Yes yes WA NiA 2 Hardleforkork Lop ScIng 11t,,ir-cemartapsidina Imirma Yes yes. NIA NIA Florida Nortnient of Business & Professional Retaliation Rawl of 2 Building Codes and Standards Pividuct Appiuvat AppliGatiou Detail &ay or Data Pmdcgi =I T"9 YAW00 MWAMM PKINKA W "MOM Zkl)��td EK 609W ftirron 2111111 RtAtich 2020 Aiello NkR lowness LIP", FL So "'L R E. Rym J. King, 01- 0 21`1 '420 21 0 2A & 213 21 0172MI22021 "M 342021 Approved Celettlery: Per all 'Neft (330) 9=--238S PE-43409 613) 767-055 Subcategory; S, GS Comphansir Method: einloation Report Trom. a Fionds Registered Ambeeci, or a Umnsad Floolde Ple`c,aicsol rnpneal FLIN52-72-K Pr' AUM Ona¢VAssrrance 62REMI JIFF W- AEZ02912EUse Imigill 22M 192A ft9ow Model, aglem: ex: 112mil Eigm o1scdogn CoeltracfF OrrNian t9ata11IM112 oweigallAH2 ftillsont Emma I a 8cr;,A;2T4quo4;Suffd Verl Sold VW Seek 12i3!2023 No yr,s No NIA 2 b..1qvorAX-rcaT44quoA:SoxN Vent or Soud VIrryl Son I zriI2023 No yer No pillk 3 Beaded&#W Seat visit or solid \" Son 1 n1r1on No Yes No WA 4 d- Sam V-t - Solid vinyl som 12GI 023 No Y. No WA 5 a. Squd 'c"t.' Oskitrgedl sours, Venter --said Virerl S.R 1.im2623 N. Yos N. WA 6 f, sms� qu'Perspenticrt Pact Vent or send VirryiSoft "crt No Y. Na WA P1 C_ Cn -0 > 2 C0 CD C:)- 0 CD -0 CU CU Cn CD 0 2 O(D 0 a- = 0- U_ - CU 0 -1- CIO +_ 0 CU > Ln -o 2 Cn CD !E Cn CIO `62 -0 . C: (n < W J OCT 2 at Review Assist, i w "Pleted and W'th the 2020 FBC a AnneKlahr Pxgj lved Edition SHEET NO. PA 1.0 +r N _ 1 Florida Depaitrneret of Business & PrrnfH55fAP1ai P.Hg1alr`l$i6r1 Rtsa'l aY 1 Florida DepartmentDepartmentof Business & Profession-at-atRegulationRegulation- P g r,ft Florida Department of Business & ProfessionalProfessionalRegulationlatldn - Page t s9t FloridalDepartmentDepartmentof Business & prOfess4Onal Regulation Paptr 3 nst fA (U� "+r U Building Codes and Standards tf 21 Building Codes and Standards =.2r Building Codes and Standards l2nGUI I Building Codes and Standards Iare_,1 O i CD Product Approval Application Detail Product A ppresVal Apphcatfi:,n Qetali ProdtictAp'proal Application alien Detail Product A Approval Application Detail L j^t�' CL . � _.. - ---__... Ftaf6Ue.R7 -... ; -__. :.. _._.. ,,.,, ram.., �: ,� '.. .::.. ,�,-, Coda tMHy d pzta 6 a a Dada Fa»d&1g nate .'T1i.R. ChAft lr. $e . ^ 8 Data PWhay g Cmd® E stlV+ or .., ate Date Ode pending .,__ :,�, Date � Doty a5! pit DMF � Varatan Reulsla. 2020 MarnrFo*b_r TAMKO Pwhio Products cnrdacl P+ is--na, Y UV22lla? a ?ram Fa� rovsl ;:9pu� _d M a rtr<. mm IgD llwufl+ ft mr Than Inc Than ca<exr t"U9W2er;c LscawA.sW vau,iat,�i Vse d . 202C �9r181. PwBc A roym' vae: Y�dgg, Rehmo 202D Mama. ra.u.ar- '-Mal -- ram. 3 f„, a.. Validel"cn, - vyin».n site:s�,... gYpQ are�aa" ManufAr3urar ,M�;4 �(;� E,ndrwer8uemse V.alki By Valk 181t $idt1Dftod I Shia- _ �..// �J an9 LLC Kam_ R n n - h tEdtm .meet N�m�ta dd'r sV I{eeaevtC..pE 1 - .�,4l2020 OS2912'3au ni 1D _2020 1 2J15J2(Y1O Approved Revision 202o t V sot cma son Archhectural p p Ton CAnstman Zachary R. Lute Steven NO Uttar, PE Y 7 sd lM UU-.112D 2O OgInT` r24 2A 5f2020 ApF-grad n - r§ot€"ticw+PfWDCib, I.W.LLC. tFlnson '�--=:�A.711t=r.. 7.E. JMn4t�. x.>erzevlcn. PE 09,O82C20 G9,O87ZDZO 10+Of7292O 12/'152D20 Approved Revision 202D Alpine Stua�LrMs ICC Evaluation ;,�tMta, LLC 'rMlalam M. Rankrl. RE 1t&3sF2O20 ia2712020 1irts5P2ll20 S9A512D2D Approved � }+ Ca[ol Floating (417)624.0644 PE•5SIS6 (954)7-2-6224 Metals C-Vp y(TAMCG) odagan+ rly- (813)24&3456 FE-74021 jl?1 3?✓-8455 tanyrQgomNniramfing.cam CiA0 :51)."na rySA}§fi97545 F_-44167 (964j772-6224 Components C.6care: (d9?p 893-t617 f�t�r SubCazagery: tlntlentrmnrhs paiti_oden4�,leN'gca awn SvbCategary: 11 ACoess that are an SeuhCaiagNNy tcxm pauuel t m.raCaNsan gpE nk,m 9rdrC'aragary: Trust PlaVrtrs ry: Tural P1- sl G itsh77 alrmrr. a.ipinelivr,oam ( 1 / 1 V \L! Cwry>♦lenae hle8saat: Evdpusl[au Ropori firma Florida Reglassred Architect Llcensed Florida the+ttng Integral F' or Rao6ng System System V;ttn7pli a misna4a Evalu t on Report n s m Crurrepllrenca Method: Evaluation Raped Porn a 0 w a Professional Engineer Campus- MaHtod: E�ustlaa Raped ft-. =bride Registered Archaect �a Lies€ ad Florida ?rrVessiorrel Product Eeltmtion Empty 0 = Q Florlda Registered Architect or a Licensed Fields. professional Engineer Fier naer FLrtEE9•R7 rtaduds O � O W ` F1.E1232&R9 Pra41Nds 1 "8:. Hs Approved lilted Dirt OpilM Assau2a Aepr1111 5 d Ry atiaance AA ovsodfor eBe Anbrnwdfor Dsa hnpad Da Pt. "UJ8 3 Prgiji= O�IIN Assrxaruca Ilse far Use Fiddle t � iptren O _� # i Prpdum X1pr1. NlnrbN ae 748rrb TAJAKO Raaf L§adenaMame lMVMZ) C�itraat E�"raBm Date Roof um dadeyman[s to use FBC HkfPZ 418d W2022 prm ,4utrls�.tlYt#z Yes No g, NIA Praswra NSA J yr,lltiP arXa€p"A ApMgyadrsrilea Araan for lose 1 - - seas I Brzt Modal NSmibuK rrmarttduet - 2: w'ado ahMed Steel `�� �g�elsPi-!'-^.-6'i f __ DaS�€alien contract C-mkmfan Die PaD22 Aggrmeadror Rouraved in Outside H4H2 Imuectl ¢g�jyp 1 ITW BCG/AI 'ne h6 her Steen (,H 8amp; 9j Pr g got 2 ITW SCGIA ldine k�ingt Plhle 9Nea 19alL i4fSe g - Metal Canactor Plate R21311202A Yes Yea, WA NIA MOW Connector Flow �/ O TCIO .8 Lmducl Mar1d. N mbar 2E Rom_ an puidu9t ostulJ211sa CoroasgI rNk-1 ti Path chowde HV e,R TMi � Pig,+), uC1� f.'.rnl9r„hnrP t;,t:�,�alznd ��I "%ern Rmneis retained 12 Yes Yes Yas WA 3 IT4V BC'©1AI Trulm IV31 J2C24 Yes r Y�aa KIA TUA �/� O v - TAMKr7 Roof Laadadayrnrris fNOl1MnAH,4} borlsdlcaons. RpaFundadaymanls to eta lit FBC iYfi;-HVH2 APt29f1DT3 N. Tea NIA NIA 1 iALIGO Fh4 Tap e test with Baffle ror Tie g . 26 a aerie- 9 v*rlUtor° haft DWOMC28 Yes Yes WA N'f4 2 2d Cage gee Ga4yan��1 Sled ��rtr Panels:f;NVHZ or net by trn�t lc pra79de w1mme nattUon. i led �t�eiz d � i 8torm Panels i2r31 RD2T No Yas Yes N/A M ne 4 ITW BMIAlpine Wane MamY Corrector ftia6a 12f31 P21tl_'>4 Yts. 1'as MLA NIA Metal Connector Plate 12I3100f24 Y_ Yes WA NIA -=/ � O junholaeens- 2 ,* entj TAM.CO Glrsftoiklent 26 09J091XZ. Yes WA -_r-52a .. retained nit by M?s�s to kkrY;�na �e�r.. ^' 0 � VJ CD 3,Ei��Op-R�Ie ftOfJf Vrv:t-a'Ith 9a1� Mg. age-9aitc roar vetdaalCi �llnlegr82€�rrsTAe dar09 F��6 Te.� a Y!S fi.'A VA �r praNd. prM //� �J }a V�J CD 4 T4:IACG Round Top OP aam Vent with Barre far Tube 26ge stark 100v Wl etor vifln baths 0WOV2 )26 Yes Yea WA WA cn O . - _ -.... _- - -- _ _--. - - -. rCn Flrsdda Doparlarsant of Business & ProfessioneJ Regulation pnco I „t, Florida Departrerent of Business & Prafnssionai Regulation n, fi, F,ar Florida Department of Business & Professional Regulation P Ae 1 at'4 t Building Codes and Uarclards 9 ,D:°1 Building Coxes and :Standards 6 s cT1 Building Cedes and Standards 1I25r?022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail _ .,,.. :: �., IL... .. ,.. Cos. �-' Ox.s.m.aner g+L' Cade _ Fom or 292 2" t P013imp ,Qd{¢ --�. .'J, � Date Data enitim Date 310 YualoD Kr Lkanaa Va&dMrsd av ..� 9tffi ram. 1Stlwa �. k Pfl - Ydntad Hv YitW® V h99=9 �..,... Tvne pA 1dag.graC£l.tc€Hf tnoerSLt nse validate & _ FSC Approval _ Stattas - Readsun 2020 MiTal lnc. r:.. � -.. � � � - .nn lVeltlen ICC Eareauele2n Sarvloa V-Lu IUC Eaa[NNmpI6r�5N^ r202 &r1 t>N1 i. 1 0 �021 &Vtl`!r. A 0_ ,e2(lT w l�ppfa.:_d � RaMston i+t120 r. uu el^hiaesa>er � y Rr� � 8amr4n iCCErewatlon `�v1ca,LL.. Vand.sh_er.R,E ^.�� Dv.rF,rTD21 1't1r1772D2e ,r, ^• r. Tt3120-: - ,. Aparv.ed it +eVN51on Y/20 -:1 O'.rthtin i"zr+Ml:f�C%btn ar<•�' � Y g p Arlaak kV95 rf�keld -`_ -'-:- �. _ tp itHgrnF:an Gary. �dhlei 1OP15P^a1720 iCd1412Q2G 1OPP�:2g20 ,. .2r1'aJ202D Approved : Lat"ory: ,7u=v utint clears Su bcategai Truss Fuzes compliance Method, Evaluation Report both F9 zt nvd-tsar-, L L ;. awilden@m8_acen (2051 ceg-gHgO Category: s"daral Cornpmants &ubCallsgtny: Engineered Lumber Compilanes lidleud: evelOsiion R,en Troth a cZS3 924-6476 (608) L 9•328a Robert BoldtdnQweyrrha enter -cam eatagar'sr= Vm-t-tar D.— Su4Cdtatie ^. onrk Lxterior Door AssembfiEs rviniFillanoe Method: Eyal:uation Reportfrom a (51m :70-see— �;v-esss rrrv%l rfiekJ@c1lopay.tapee FRCM74Fl Eu'aluatlgN UfNliy Product 5vsktaiion E361iy >-lmrlda P*q.W�+ru J' A.rchitanh nr u. Li:.,'_•-xaxswJ A=1rk.�- FU455VAll Pratyets �rafessional Engineer FLA34w,"Prcgua FL#'155&4-R7 Roclticts AG4tem Tar Ilse amovad Far Use limadd .I2t19D (]uallhr Airale aa4 A4raeo2ral I_- 'Jae ARMY" ter Alta 103910 -jun I UM WV5,10 PAN 2F15ao 84A, 94, 73p "J 150Q Fn3 78 Steel Pan (Mtn 2;5 da.) Oo uble-G'ar t.-+'_1 IN IGU' 12112§lr=? 8 Fees Yes Yost 428 PSFF_30 5 Sans agfWet Nltr:how Number pr Naps t riwdan 2.ankraed EAgsrat'.Iog'Da€e -- Ili sIL7, Outsldatl5utl'Z a5f91a Be� Pressgre 8Bg 8 RodlMC1 M.O.N, fpImpar or lease Prod -I De..sri cwaUAcY Eel ;yJe»n Date in 8f `#fZ QW.133. , WA Rash_,,,rs_,raw R e,�:s e . t;-:et.. ,� -> 41RST. 4F, 6RSF, 5RS, URSF, 2' < 48, 4-8 42 � J Gam-e Doo, wade) WIN017ODF8�74; yY: - PSF f M18AHS It ga. h�lh abenglh buss —set. pieta 12JW2022 _ Yes NIA WA 'I Ntr-i(dhom LVi Laminated Veneer Lumbar 4373:12D23 Na Yes r41A NIA. 3.� 414 55, 55S, GD5S, GDP d GRS8, R5SrV. A R5S 2 M18SHS 18 ga. sup. hit sbength Buss -,,ad. plate 12/310.422 Yes NIA NVA 2 € rallom Poe parallel Strad Cumber OMA)'2023 No Yes N/A .1VA ARSSV. EDSS- €D5SV - 3 4 5 'hut 16 W18148 N1T20irla 16 ga. Was connector Di 12y3V2022 18 ga. INots ale'amglh huts-ineentrlplaee 131 f2022 4 ga. Ngh shangah Huss epermacder Meta 12r310022 Yes v..e..., I- Yes Yes Yes NIA N1A NJA WA WA NUA 3 4 5 T-mberShrand a SL TI Rim Board W yerlisl Rim Board Laminated 4hand Lumbar 02,SIM23 Structural Camposae Lumbe, crflriented -rand 03a3�3 ,T botrd Rim 8e-.tat 3rented Strand Board Rim board 03r}I(2025 N. N. We "i as "alas Yes NA N/A N/A MIA rVA FlIA 6 TL18, sIT18 18 ga. trust onnedw per" 1231O 2 Yes Yes WA WA - Tt20,. MT20 In V. lmn.e p€ams 12r'33=f2ilf2 Yes Yas WA WA l #i LU ®CT 2 8 2022 Virtual Review ..�+ Plans Review Assist. lnc. for com compliance pleted and - Q_ a with the 2020 F PProved by Debra Anne BC 7th Edition � Klahr P X23DC+ � U) O > Q Q. Q U O U � a � � °° O � w z z Q J n.. SHEET 0. . May 27, 2022 PA ' . 4a e Q Q . V , Q Simpson Strong -Tie 2020 FBC Approved Products Updated 1IM0 2Cr2p Simpson Strang -Tie 2424 FBC Approved Products updafed12130r262U Simpson Strong -Tie 2024 FBC Approved Products Updated 12/30/2420 Simpson Strong -Tie 2424 FBC Approved Products updated tzrsonozo �1N♦ Q ° LO For direct inks to all SST approvals listed below, CLICK HERE- ,. ,... aor direct links to all 08T approvals listed below, ICK. d g , - � f � - For direct links to all SST appa is listed below, gL&K--9�„d,,Fg,F, ,;; - For direct inks to Al SST approvals ��€d balrnv, C t,lOt� ;SP,F.. W r.. -. For additional ntcrrretinri regarding Florida'sFlcntle s 51a€e+ai€fe product Approval System and semi t3ade County Notice of Acceptance th30Aj, .�iW.. - - (NOA), i4 g r � „ � ,., ... FFFBS F',. lao fAc- taneci h!0 LI. K Far additional Information regarding Florida's Stakewlds Pradu G"x. �Apgvrawa Bysl,arn and Miam Oada ..aunty Nol o ep I A). � a-_n�. e � i.Ll K td F'. For add Informa�ionr .anon Flardas...tat orldaFcoducGA owe.. iamandM[amlOadaCoaarol:Naxleeu,fAaca an.ralPlCA u g e par Sys I Y pt � ). a i r For addRlanal mfomr lion regarding F ands, s atatawkle Praduvt Approval S,ysterrt and' f4lank E�ada ..aunty Ndiroa Accaptanoa (N0A) t,Lllult._I4t.,8�. _ • CY, U Cl) FL#23 RT FL#10446-RS FL910456=R5 11 HUS. HUyC series hangers n9 Face -mount hangers available in v4e l s ranging from 1-r#8" to 3- 0 9 9 a � V cz � 911 v' and heights ranging from 4-5/16" toll", Concealed flange Sea # Product Model Number or Name Product Desch t., ion ea # Product Model. Number or Name Product 6escriot¢ort 5 7 # Product Model. Number or, name Product 6esoriu#ion version {HUSC) available for models having width equal to or O 1 Titan Stainless Steel Concrete 8 Masonry Screw(77N-SS) 1W diameter Titan stainless steel masonry screw I A2 , A23, A33 A34, ASS, A44 Angles 1 Bf, BTB, BTH 0rickTres greater than 3.9/16". = L L 0 Q :' APA21, APA4 +tPAB. APVA21, APVA4, APVA6 Omdoor Accents Angles 2 CMST12, GMaT14, CMSTCI6 Cord Straps 12 IUS series hangers Face -mount hangers svailatsle in widths ranging from 1.716'to 3- Q � -_Q . 3 APB44, AP644R, APVBW. AP866R, APB88, APB88R, APBIMO,. AP61010R, APV644, Outdoor Accents Post Bases 3 CS14, CS16, CSIB, CS20, CS22 Coiled Straps 51Lt" and heights ranging from 9-114°'to 16". Q i� _ FL#9589 RB APVB44R, APVB66, APVB66R, APVB88, APV688R, APVBI010, APVBIOI OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers (U Q �a s - (� 4 APDJT2-4, APDJT2R� APDJT2-6, APUJTa..i 2R-6, APV i2-4, APVDJT--R-4, APVDJT-4 6, Outdoor Accents Deck JotstTies 5 CTS218 Compressron[Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (� O Ern M Product Model, Number or Name r1roduct. l2eacriatlan APcr7 2R-6 - R'SP SSF-TAP Stxa cl m Plot. tux 16 LUC'2gD_Z, LUC21 OZ pose -mount hansom, '^ . - S2 -0E Q 11 SD101120BB Outdoor Accents Conneotor Screw 5, APHH4e. APHH46R, APHH610, APHH810R Outdoor Accents Heuavv Hanger 7 H1, H10A 2.5A, H3, H0, H7Z, H16, WSS; H1 a-2, H16.25 Hurrictane Ties 16 LUS senes hangers Face -mount hangers. available in widths ranging from 1-9t10"' to 4- . Q L Q s- 2 SD9112. SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4„ APVL6, APVT4, APVT6 Outdoor Agents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder 7iedown 515" and heights ranging from 3" to 10.15(16". (n Q C CD 3 s'D0112SS SD 2i2S5 among -Drive SD Connector SS Screw 7 APLH24, APLH24R, APL H26, APLH26R, APLH210, APLH21OR Cutdoer Accents Light Hangers 0 HS24 Hurricane Tie 17 MG U3.63-SDS, MGU5.25-SDS, MG 15,50-SDS, MGUr5.62-SDS, MGUTOO-SDS Face mount hangers (6 �� 4 SDCF22434, F22512, S -F22614, SDCF s= 700, SDCF22_3g8, SDCF221014, Strong -Drive SDCPTimber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 1=3 HS52-SDv. , HSS2-2-SO , HSS2-3-SD 3, HSS4-SOW Heavy Stud Shoe 18 NU series hangers Face -mount hangs s available in widths ranging from 1-5116 td S- ��/ �r V ) SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBTZ. CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, H TS Straight Straps 1/8" and heights ranging from 6-15116" to 19-112'. t 5 SCCl'22434,5DCP25125DCP22614,SDCf 700,SDCP2285s, SDCP22912. Strong -Drive SCiGPTimnberCPScrew 10 CJT3Z.CJT42 X5Z,CJT6? Concealed Joist Ties HTS18HTS20iiTS24,HTS2it,HTS30HTS_1C Heavy Twst Strap 19 MUS26,MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP27140D 11 DJT14 Deck Joist Tie 13 HTSQI6K: ZZ, HTSQ20KTZ Heavy Twst Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from l- ' 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/166'and heights ranging from 3-1 M 6" to 13-3/4". 7 SOS25112, SD134, SDS25200, SDS25212, SDs�5300, SDS2 312, SDS25412, Strong -Drive SDDS Heavy -Duty Connector Screw 13 FC4, FC8 Framing Clips icL5TA9, LS A 12, LSTA15, LSTA18, LSTA21, L.A24, LS fA3Gi, LSTA36 Straight Straps Conned flange verso (SURC, SULa) available for all Bauble SDS25500, 5 00, IDS25600 14 FWANZ Foundation Wall Ong Iz LSTl49, LST17 3 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS5 SDS252126B SDS2530OSS, SDS 5312SS Strong -Drive SOS Heavy Duty Connector SS Screwy IS GA1, GA2 Gusset Angles 17 L'TB20, LT84D Brklging 21 U series hangers Face mount hangers available in widins ranging from 1-9f16" to 9 SDWF2716, SDWF272D, SDWF2724, SDWF21225, SDWF2730 S11ong-Drive SDVtF Floor-to-Fk r Screw 16 H2A H2-5T, H8, HI OA-2, HI OS, H14, HGAll 0 Hurricane Ties 18 LTS12, LTS18; LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2-5/8" to 11-114". 17 18 HCJT2 HH4, HH6 Heavy Concealed Joist Tie Header Hangers 9 20 MGT MST27, fVIST37, MST48, M>ST60, MST72 Medium Girder Tiedown Straight Straps FL#t0007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MS1 Al2, MSTA15, MSTA18, MSTA-11, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Anger 22 10STC28, MSTC40, MSTC'52, MS'TC66 IASTC78 S#raigMk Straps Sea # Product Model. Number Or Name Product Descriollan 21 LCE4 PostCap 23 MS7C488-3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Disc ion f ATR3/8, ATR172, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, L590 Skewablee Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 SA series hangers Top flange hangers available in wdi ranging from 1-9/10" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUDg-2, ATUD9-3, ATUD14, ATUDIA-2 Aluminum Take -Up Device 23 LSCZ Adjustable stair Stinger Connector 2= MTS12. MTS16, MTS18, MTS2 s, MTS24C, Mi MTS30C Medium TvAstS-'trap 1/8" and heights ranging from 7-118" to 30". 3 BP3/8-2, BP1I2, SP112-3, BP5/8-2, BP518-3, BP3/4, SP3143, BPRTUD3-4 Bearing Plates 24 LSSJ28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCAW O-1 , faCA2a12-12, N A2t 8-16 NCAW O-16, NCA 02-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5tW to 7- 4 CNW318, CNW112, CNW518, CNV4314, CN'W5ia-1 2, CiJM4 5J8 Coupler Nuts 25 L SSR'.81, LSSR2.1, LSSR2.37, LSSR2 56, LSSR2I0-12, LSSR410 Feld Adjustable SlotpeablalSkewable Hanger 27 RCWB12 RCVVB14 Wade Bracing 116" and heights ranging from 9-14' to 24". 5 CTUD56, CTUD65, CTUD06, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUDi97, Coupling Take -Up Oev ice 26 LTP4, LTP5 Tie Plates 28 RIPS 18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in uekdrom ranging from 1-112" to 3- CTUD98, CTUD99 27 ML2 Z, ML24Z, ML26Z, ML2$Z, ML2102 Angles 29 RSP4 Stud m Plate C onnector 518" and heights ranging from 7-114" tc 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPi SP2 SPA, SP6, SP8 Stud Plate Te 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3,W to 3- 7 RTUO3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUD6, RTU07, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof ConnectorW SPH4, SPH6, SPHB Heavy Stud Plate Tie 518"and heights rantting from 8-114" m 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLV28.2, MMLU28,, MWU23-2 MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1 6, SS2.5, SS3, S84.5 Stud Shoe 5 E05, EG7, EG'9 series hangers Top flange hangers available in widfd)s ranging from 6.114" to 8- 9 TU'Ar38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST22115, ST6215, b76224, ST6236 Straight Straps 713"' and heights ranging from 11"to 32-112". 10 URS3 3/8" Uplft Rod Fun Tiedowm System 32 RST3 Roof Tie -Down 34 TB20, T627, T630, T836, T8-42, TB48 TB54 Tom, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in vvidihs ranging from 3-518" to 7- 11 URS4 112' Uplift Rod Run Tiedown System 33 RTC "-Z. RTC42, RTC2Z, RTC44 Rigel Tie Connectors 35 TWB10 T;a1E12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URSS 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT VG i R, VGTL Variable Pitch Girder Toedown 7 GLm series hangers Saddle hangers available in widths ranging from 3-14' bo 6-718" 13 URSB 314" Uplift Rod Run Tiedown Systems 35 TJC37, TJC57 Than; Jack Clips 37 W61 J6, WB1 , WBI 25 '1 B126C, WB1433C Wall Bracing and heights ranging from 8-1/Z' to 28". 36 Z2 Z4, Z44 Pane rdiffener Clips 8 GLTV series hangers Top flange hangers available in worms ranging from 3=114" to 7- 118" and heights ranging from 11"to 32"- FL#10441-RS PL#'10931-R5 9 H6 series hangers Top flange hangers available in widths ranging from 1-g I V to 7- FL#10447_-R5 112" and heights ranging from 8" to 30". SeeSeo ## Product Model Number or Name Product Description _z Product Mod2L Number or N_a Product Description 10 HGL a series hangers Saddle hangers available in widths ranging from 5-IW to 8-718" LU 11 DTT2 Hold-down Set?# Product Model, Number or Name ProductCiescripGion 1 CSH237x55,C5H2.37x7.03 CBH237615 Concealed hangers and heights ranging from 10.112'"to.2W 2 HDC10/4, HDC1fJM Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, OHU, DHLITF series hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers 11 HGLT series hangers Tap flange hangers available in widths ranging from 3-114" to 8• 3 4 HDQ8, HHD011, HHDQ14 HDU2, Hli HDUS, HDUS, HDUl 1, HDUI4 Hold-down Hold-down 2 3 DS.2R-SDS3, DSC9_L-SOS3, DSCSR SDS3, DSC5L-SDS3 GBC Drag Strut Connects rs Gable Brace Connector available in widths ranging from 1-9116" to 3.9116" and heights ranging from L11/8" to 23.15116"- 12 HGLTV series hangers 718" and heights ranging from 7-1/2" to 32". Top flange hangers available in widths ranging from 3.114" to 7- 5 HPA28, HPA36 Sttap-style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate -3 HGU3.6 -SDS, HGU5,25-BD; , HGUS 50-SUS, HGU5.62-808, HGU7;00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14 to 3 '- 6 LSTHD8, LS7­HD8RJ Strap-s'I'yle hold-down 5 HHRC2.2, HHRC42, HHR042.2, HHRC411.81, HHRC44„ HHRC5.2513.25, HHRC5.37I3.12, Heavy Hip to Ridge Connectors SOS., HGU9.00-306 13 HIT series hangers Toga flange hangers available in writhe ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap 4 HGUS etr F-ngerer Face mount angers ag ib4le in widthe ranging from 1 6/8'" W 7 '9l18" anon heights _rpiF10 from 1n ,, 8 MPAI32, MPA144 map -style purlir anchor 6 HRCrI 81 HRC23 .. .-. Hip Rtdga GilnneFt4r - 3/8" and heints ran In from 5-5f16" to 12-7-18". 14 HU.STF series hangers Top flange joist hangers available 1n vddths ranging from 3-1(8" to f 9 PA18, PA23, PAvB, PA35, PA51, PA68 Swap -style purlin anchor 7 LRl<"2u, LRU26, LRU210, LRU212 Rafter Hanger HHGU5.2 , s J5, HHGU5 50=SDS, HHGU5 6 3DS, HHGtU7 OtTSDS, HHGU7 s-SDS, Face -mount hangers 3-9118" and heign',a ranging from 5-313" to 13.1/6'. e. 1 D PA118, PAI23, PA128„ PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Skspsable/Skewatic, In Hanger HHG U9.00 'DS 15 HUT`F, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHDIO, STHDI ORJ Strap -style h0d..down 9 TBE4, TBE6 Truss Bearing Enhanicar a HHU526 2 HHUS'28.2, HHUS210.2, HHUS46, HHUS48, HH1US4110,, HHUS5 5ii110 Face -mount hangers 1f2" and heights ranging from 3-7/1( to 15". Concealed flange 12 STHD14, STH014RJ Strap -style hold -.down 10 TC24, TC26, TC28 Truss Clip HHUS7 25I10 version (HUCTF) available for all models having width equal to or 11 THA" o", THA213. THA218, THA218-2, THA222-2, THA413, THA41 S. THAC418, THA422. Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- gramer than 2-9/16". THAC422, THA426, THA422-2, THA426-2 118" to 5-1I8" and heghts ranging from 4314" to 1.5.3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAIi.81)22, THAl2.05122, THAI2.1 i22, THA1222, THAIa22, THAI3522, THA1422 Adjustable Truss Hanger S¢ed for WaisU Concealed flange version (HS. iRC, HSULC) available for all 118" and heights ranging from 5-318" tc 28". 13 THA'L422, THAR422 Skewed Truss HanoLr double 2X and 4X models„ city acute flange is concealed. 17 HivVPH series hangers Top flange hangars available in welms ranging train 1-9116" to '7'. 14 THJA26, LTHJA26, LTHMA Muftaple Truss Hangers 8 HTU26, H" IJ'28, HTU210, HTU26.2„ HTU2e 2. HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-318" to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC--area hangers Face -mount hangers available in widths ranging from 1-9/16" to - 18 ITS series hangers Top flange hangers -available in widths ranging from 1.9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7f8" to 19-1AV, Concealed flange 518" and heights ranging from 9-118" to 16". 17 VPA ; VRA25, VPA3, VPA35, VPA4 Varrsibis Pitch Connector. version (HUC) available for all models having width equal to or 19 JS series hangers flop flange hangars available in width of 1-9116" and heights 18 VTCtR Valley Truss Cliip greater than ZVI6'. ranging from 5-316"'to 7.114'. 110 HUC01 81t9-SDS, HUCQ1.81111-SDS, HUCO210.2-SDS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in vsidth of 1-9/Wand heights IS, HUC0410-SOS, HUCQ412-SDS, HUCQS_2519-SDS, HUCQ525M I-SDS, HUCQ610- ranging from 9-3116' to 13.10. SDS, HUCQ612-SDS f 8� Virtual Review Plans Review Assiplest, for cam Inc. compliance with the 2ed and approved by Debra Anne Edition Klahr PX2300h Simpson Strong -Tie 2020 FBC Approved Products Updated 12/300020 Simpson Strong -Tie 2020 FBC Approved Products Upoode t213C12,02a Simpson Strong -Tie 2020 FBC Approved Products Updated 12t3WM0 E== Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 - OEMFor direct links to all SST approvals listed below, �NEIF?. ..a 11R kml r - r, , RE. -_ F ;; a ,(, � ... (x dir�..t links to all SST approvals listed below, trl.11 . a 1i.5. ,. For JrW links to all S81` a rovals listed below. CK Mfwl'��k F... ,. ,,, r.e., pp-�,.�,_..._... ,, , i _F.. � . For drect links to all SST approvals fisted below, �CLICit HERE- For additional -n.tXnaUn r�ardsry Florida'sFiondas StatewxePduoY Approval System and -�r.da Cxrnty Nsr_,� of Acceptare ctOA), CUci,-FErC. Far additional information regarding ngFI nda s Statewide Product Approval System and Miami -Dade County Notice aFAceeptan ce INCA - OLI- N-. H-FrO For addtten_information regarding Florida's Sita.-xse Product a[ System and €w Cada Count),, .ctcc of Acce tnn v.StOA .. .LC _--a � additional information regarding F,orda s Statewide redetY Approval System and Mlarrn-Dam County Notice of Acceptance (NfA),LK 21 LS series hangers Top flange hangers available in width of 1-9116" and heights FLili 1468-R5 18 SVLBV1.55 S18V1,81, SILBV2-06, S/LBV2 3i, SILBV2.56, SA. BV2.68, WLBV .12, Top Flange rot Ha ngers 5 SET-XP Adhesive Anchor for concrete ranging from 5-31i1" to 15-1/8". SILBV3 56, SILBV3.62, S/LBV4 06, S/L8V4.12, S(LSV4.28, SIL0V4.75„ SILBV5.50 6 Strong -Bolt 2 (ST02 5T62-4S5, ST82-65Sj Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ aeries hangers Top flange hangers available in vuidth of 1-9116 and height's Product Model Number or Name Product Description 10 SILTT20 SV E TT2Z, S)'HT7'14, HTT4, H'TT5 Holdowns steeland Types 304 and 310 stainless steel ranging from "16"ta 131/8'°, 1 HH S210-3, HHUS210-4 Joist Hanger -? SIMST60, SIMST72 Straps 118 mat (10 go) 7 Titer. HD (THO-H, THD-HMG, THD-H S, THD-H6SS, THD-CS, THC--C SS) Titan HO Heavy Duh• Screw Anchor for concrete and masonry 23 LEG3, LEGS. = E37 series hangers Top flange hangers available in : dths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Tas available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112". 3 HUECQ2110-2-SDS, HUCQ21G-3S03, HUOQ310-SDS .foist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 series hangers Top flange hangers available in vAlt)s ranging from 5-1/4" to 6- 4 THGB2, THGB3 TH(3E112, THG8H3 T:HGBH4 Joist Hanger 23 STC„ DTC Truss Clip Type 316 stainless s"I 718" and heights ranging from g"to 32-1/2'. 5 THGQ2-SDS3, TH Q3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tired HD Rod Couper (THD37634RC, TH050934RC) Titen HO Threaded Rod Coupler for concrete 26 MIT eerk- hangcra Tap n ange hangers available in vvidths ranging from 1-0/16" to 6- 6 THC4h73-3, THOW3-4, THCW4-3, THCW4-4 Jo€at Hangar 2S TJC37 Truax d.okG:anncotor 0 Thon HD ThrcAdod Rod Hanger (THIDS26168RH, THD13371 68RH T}-?037212RH, Titan HO Threaded Rod Hanger for oonoretc 1/8" and heights ranging from 9.114" to 24". THD50234RH, THD10212RH ) 26 PF, PFB, PFDB, PFOSB series hangers Top flange hangers available in width of 1-9/16"' and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-3fV' to 7-1/8". FL#11473-R6 FLO13 4-R5 (D 27 28 RR 'WVP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9i16" to 7- Product Model, Number or Name Product Description _Sea # Product Model. Numbs or Name Product Description FL#16230-R8 16' and heights ranging 9-114"'to 32"- 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 6-9-SC SHIDG, CCQM4.62-SDSHDG. ! �CQM5S0-SDSh�G, CCTRM3 :�DSG, Masonry Pier Caps 2 3 FGTR, FGTRHL, FGTRHR H18,H16S, H16-2, H16-25 Girder Retrofit Anchor HurrieaneTie CCTQM4-62SDSG, CCTQM5.50-SOSG, CCCQM3.62-SDSG, CCCQM4.62-SO°SG, CCCQM5.50-SDSG Sec # 1 Produot Model, Number or Name AT-XP Product Decollation AT-XPHigh-Strength Acryllc Adhesive for concrete or masonry pLAW1151t3_RS 4. HFTAV` HFTA1 A, HrTA20 HFTAV4 HFTA40 Fmh ire.linll Trust Anrhnr '`' PC(I ✓ VA',, 6:"-?rT-KT, Ft'".r'I ('S.M489r.KT, FOCI Ohri!%5n(d.KT, F(".('[I d]lVD187 s i4T, Macnnry PturC rx ? FT -HP KT=HP Fpnxy Adhesive fnr maisnnry 5 HETALI2, HETAL16. HETAL20 Embedded Truss Anchor ECCLLQMD4_d2G-KT, ECCLr_QMD5.50G Ki. ECCLROM0362G-KT, ECCLROMD4.62G.. 3 SET-XP SET-XP High -Strength Epoxy Adhes':veformasonry §gg # 1 Product Mottled. Number or Name ABA44, ABA44R, ABA46. ABA46R, ABA66, ABA66R Product Description Adjustable Past Base 6 7 HGAM10, HM9 HH€TA16, HHETA20, HHETA24, HHE-FA40 Masonry retrofit con n -o.s Heavy Embedded Truss Anchor 3 KT, ECCLRQMDS-50G-KT HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9,00 Heavy Masonry Hangers 4 5 Strong -Bolt 2 (STB21 Titan 2 (TTN2) Strong -Bon 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABUS-5, ABU5-6, ABtU65, ABU66, ABU66R, ABU88, Adjustable Post Base 6 LGT, LGT3SDS2.5, LGT4-SD53 Girder Tiedown 4 LGUM28-2, LGUM26-3, LGUM264, LGUM28 2, LGUM28.3, LGUM28-4 1-GUM1210-2, Masonry Beam Hangers 6 Tlten HD (THD-H4SS, THD-H6SS, THD-CSSSS) Titan HD Heavy -Duty Screw Anchor for concrete available In 304 3 ABU88R, A.BU 101D, ABU101OR, ABU1212, ABU1212R ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABVV66Z, ASW66RZ, ABW7.7 Adjustable Post Base 9 10 LTA2 METAI2, META 16, META18, META20, META24, META40 Lateral Truss Anchor Embedded Truss Anchor 5 LGUM210-3, LGUM210.4, LGUF146, LGUM48, LGUM410 MBHA31 _25, MBHA3.1 s'11.25, MBHA3 56:.25, MBHA3 56A,_25, M'S'HAaSty,,I I.25, Masonry Top Flange Beam Hangers or 316 stainless steel with hex'. head, and 316 stainless steel with countersunk head. z 4 AG4, AC41R, ACE4, AC6, ACBR, ACE6 Port Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3 561 1 M, MBHA3.56114, MBHA3 5d118, MBHA3.56/16, MBHAS 50t7.2u, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, B06R, BC8, BCS2-214, BcB2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strop for Masonry MBHAS 5010 25, MBHA5 50111.25, M13HA5.50111 88. MBHA5-50/14, MBHA5.50116, }� 6 C244, CB46, CS48, CB66, C268 Embedded Column Base MBHAS 50118 ^ ` 7 CBS044-SDB2, CBSQ46-SDS2, CBSQ66-SDSZ CBSQ86-SDS', C Q88-SDS2 Embedded Column Base 6 MBHU3 5619 25 MBHU3.5611 26. MBHU' SWII 88, M8HU3 56Jl4„ IMIBHU3 5611 ra, Masonry Beam Hangers FL#16937-R3 /VrJ� 8 CC, ECC, ECCU Series Bolted column caps vAh W1 ranging from 3-11'4"'to 9-1i2"' and VW2 renging from 3-60''to 7.1tZ' FUMI496µR5 MBd•IU 3 u0aM& MSHU, 0f9 25, MBF19f5 50119,25, 11416H'U5.5�Od11,88,'MISHU55Ql14, MBHU5.5(118, a1BHU5,50118 Sea # Product Model. Number or Name Product Description �. �y 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.1K'to 9-IfT' and V 2 ranging from -- e' to 7-1 rY' §jg # 1 Product Wgr al, Number or Nang DTT1Z Product Description Deck Tension Tie 1 X34B1016-5K, X151016, X1 B10164K, X0151016, XQ161016-4K 10-16 Strong -Drive X Metal Sedr Dolling, Tapping Scrayss wit #3 Drill Point ' ^ v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Ter Base 2 H012, HD19 Bolted HokJowns FL#13975-R6 2 A-0114TI224, XLQ114BI224-2K #12-24 Strong -Drive XL Large -Head rVetarl Self -Drilling, Tapping 11 EPB44A, EP644, EPB46, EP866 Embedded Post Base 3 HD36, HD513, HD7B, HD9B Bolted Hoklowns Screws with #5 Drill Point and Large Uamater HaxWasher Head r!! �> 12 EPS4Z Embedded Post Base 4 HT4, HTT5, HTT5 3/4 Tension Ties Sea # Product Model, Number or Name Product Description 3 )WQI14SI224, XMQi 14B1214-21( #12-24 Strung -Drive XM Medium -Head Metat Self -Drilling, O 13 LC844, LCBW Embedded Column Base 5 LTT19, LTT208LTT - Light Tension Ties 1 SDW22390, SDW22338, SDViM438, SDW22458, SDW22500, SDW228•'•00, 5D1*22638, SDW22634 Strong -Drive SOW EWP-PLY and TRUSS -PLY Views 4 XQ114SI 224, XQ114B1224-2.5K, X114131224, XQ112S1224, XQ112B1224-2K Tapping Screws with #5 Orin Point and Medium Diameter Hex #12-24 Strong -Drive X MCI Self -Drilling, Tapping Screws with #5 O 14 LPC4Z, LP06Z Light Post Cap 15 16 MPB44Z, MPB66Z, MPB88Z PB44„ P644R PB46, PB66, PeO611 moment Post Base Errdpedded Post Base E03626-R5 2 3 SDWC15460- 5DWC15600 SDVWH 19300DR WNW-1119400D6, SDWH 19600DB, 30WH1 0E,DS, SILAW191000D'S Strong -Drive SOWC TRUSS Screw Strong-Drve SDWH TIMBER -HEY, Screw 5 XU5451016, XU34B1016-5K Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws v4ih � L 17 P8544A, FEW, PBS68 Embedded Peg Base 4 SDVv'H27400G, SDWH27600G, SDWH2780DG, SDWH271000G, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HDO Screw #1 Drill Point 0_ 18 P3V6, PBV10 Round Post Base Seo # Product Model. Number or Name Product Description 5 SDWS1621- , 57WS16300 - DWS16312- -qD` °516400 Strong -Drive SOWS FRAMING Scree 19 PC444-16, PC46-16, PC48-16, PC64.16, PC88-16, EPC44-16, E-C46-16, EPC48-16, PostCap 1 SB& x24, SB7/8x24, SB1x30 SS Anchor Bolts 6 $DVVS 19600.. SDWS19712 dUVVS224OQ SDWS-22500,SOWS22512, SDWS22600, Strong -Drive SOWS TIMBER Screw (I nte nor Grade) 20 EPC64.10, EPC66.16 PC4Z, PC4RZ_ PC5Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap 2 55T516, SSTB20, S5TB24, SSTB26, SSTB34, SSTBW. 55T616L, 55�7175243L, SSTB24L, SSTE28L SSTB .Anchor Bolts 7 SDVV622BEC: SDWS22900SlaiAS221000, 394VS221100, SDWS-221200, SOWS2221500 SDVWS2230GDB, 5DWS2240008, SDWS225O, B, SDWS2?6t30DB„ SIDW S,228D0DB, Strong -Drive SOWS TIMBER Sorsrvi,(ExteriorGrace) FL f%*320-R0 }e EPCBRZ SOWS221 ODODB Sea # Product Model, Number or Name Product Description 21 PP644.42: PPB44-aZ P B.- 8 SDW822312DBS, SDVVS22512DBB Outdoor Agents Structural Wood Screw 1 DSISCB43.5, OSSCB46, DSSCS48, OSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post 0. se FL#13872-R4 R SOWS27300& , SOWS27400S& SDWS275OaSS, SOWS2760OSS, SDWS27SOOSS, .strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5, FC649,5, FCB411.5 Bypass Framing Fated -Clip Connector SDVVS271 QOOSS, SDWS272 0}SS 3 FPHSD34S1016, FPHS03481016, FPHS03461016-5K, FPHSD34S1214, FPHSD3461 #10.16and#12-14 Strong -Drive FPHSD Framing-to-CFSSelf- Tapping O FL#10866-R5 Se # sec _ 1 Product; Model. Number or Name mr CMST12, CMS"T14, CMSTCI6, CS14, CS1b, CS18, CS20„ CS22 Product Description P Coiled Straps 10 111 SID1'W1 13400 SB 1,ll22 Slicing-Drkre.SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 214, FPHSO34B1214- K LSFC225, LSFG4 25, LSFC6.25, SFC'2.25, SFC4.25, SFC6.25 Dril3inM Screws Steel Framing Connector L� 2 HRS6, HRS8. HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI21e, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC625, SSC2.25, SSC4.25, SSC6,25, k4SSC2.25, MSSC4.25, MSSC6.25, Steel Stud Conri Sea # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48, MSTI60, MST172, SIMST27• S'MST37, SJMSTAA FITS16 , HTS20, HTS24, HTS28, 1-7530, HTS30C Heavy Twist Straps FL#_15303-R3 6 MS-' `A.25KW, M .25KW RCKW3 RCKVV5.5, RCKW75, RC19ZW3S, RCKW5.58 Rigid Knee Wall Connector 2 FRFP Fit Ritraflk Foundation Pete 4 L5TA30, LSTA36, L,STI49, LSTI73, MSTA9, MSTA12, MSiA15, IVISTAIB, MSTA,"n 1 MSTA24 Straps 43 mil q18 gal 7 SC643.5, SGB45:5, SO847.5, SC649.5, SG6411.5„ MSC645 5, MSC647.5 Bypass Framing Slide -Clip Connector 3 c ^• r- CHI", GHA", CHI", Gi- ", GH410 e, CH-910 8, GH6a u, CH86-8„ GHsa 6, ,�HB8- 8, GH610-6, GH610-8 Glider Hangar S 6 a 7 nn �� LST._ L5'7Al2, L:,TA15, LSTA18 LSTA.1„ LSTA24, ST292, ST212Z ST�115, ST2215 LSUBH3.25, SUBH3.25, MSUBH3.25 u n Straps _3 and (0 go) Bridging Connector 1 uct Model eror name f d Nflfflb AS 18, AS 18S5, AS 18S6 Product Oril Aian 18 ga. Truss Plates 8 9 SC532-5197 SCS82-5197 SC562tiJ118, SCS82-51118 SCW3-25, SCW5.5 ypa 9 Bypass Framing Connector Head-aNWall Slide -Clip Connector `V 4 5 GLB5A, GLB5B, GLBSC, GLB5D, GL87A, GLSTB, GLB7C, GLB7D GLBT512, GBLT612, GLBT516, GBLT616, GL27.520, GBLT620 Gkrlam Bearing Plate Glulam Bearing r=Iate 7 a L T P5 LTSi -, LTSI6, LTS1A, LTS20 Lateral Tin, Plate Light TvastStrapss _ AS 20HS A.S'-20 20 ga- High Strength Truss Plate 20 ga- Truss Plate 10 11 S tC8 25, SJC10 25, MSJC8.25, MSJC1025 SSBa 518 Steel Joist Con nectois Bypass Framing Slide -Clip Strut Connector O 6 rt"LBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Pilate y g 9 STA36, ST6215, ST6224, ST9, STI2, ST , 8, ST22, NISTC28, MSTC40, MSTC52 MSTA30, M t Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong Drive XLSH Shouldered Sell-Drii ing, Tapping 7 HGT-2, HG7-3, H3T-4 . Heavy Gird or Tledown 10 MST S6„ MSTC78, ST52M Straps 68 mil 114 go) Scre'ns � W 8 UFPIO-SOS3 Universal Foundation Plate 11 MTS12, I,ATS16, MTS15. MTS20, lvfiS30, MTS24C, MTS30C Medium TwistStraps 13 X€ ISIO16, X016101f-4K. X01S1214, X01 B1214-3.5K. X07BS1224, X07861224-tit, 010"16, #12-14. and 12-24 Strang-Crive X Metal Self -Drilling- mi 9 I JRFP Universal Retrofit Foundation Pam 12 S/B1 56. SB1.81, SB2.06, SIB2.37, SIB2,56, SIB2,68, S/B3.12, S/63.56, SiB3.62, SIB4. 51B412, 8J64.28, SJB415, 5/65.50 p Joist Hangers To Flange Jo' FL#15730-R4 XQ114S1224, XQ114B1224-2.5K, XQ112S1224, XQ112B1224-2K, X34B1016-5K, X1 S1016, X1 B1016.4K, X1 S1214, X1 B i 214-3.5K Tapping Screws Q Z 13 SIBA2.1218, SIBA2.12110, S3A2.12/12, SIBA2.12/1.4, S)eA4.1818, SIBA4.18/1 D. Top Flange Joot Hangers Seg 9 Product Model, Number or Name Product Description S1BA4.1811 ^, SA'BA4.18C14 1 ET' -HP Adlhes'rve Anchor for concrete z 14 S HIA Hurric-aneTie 2 GAC, GDP, GDPM-50, GDPI04:5, GDPM 100. 3DPS, GW-tail d-75, GW ii _ GTH Gas -actuated fasteners and assemblies 15 SIH08S, S/HD8B, SJHD10S, S1HO10B, S/HD15S, SND15B Holdowns 3 POPA POPA-K, PDPA-MG, PDPAT, PDPAT K PINW, PINWP, PINWP W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies J 16 SIHOU4, SIHOU8, S/HDU9, S/HDUl l Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 101- 17 SIJCT, SMJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET N0, PA 1.2 C/) -FU -0 > 0 *0 M1.0,11-DAM CIOTMM' FF PGT industries,, ke PGT Industrie-- Inc. 5L) 0 L- i PRODUCT CONTROL SECTION" Austries. lnc� FGT In (D 0- Q- o 2 1 1605 SW 2,5 SOWL Room M9 NOTICE OF ACCEPTANCE: ]EVIDENCE ST-B-11ITTED NOTICE OF ACCEPT-A-NCE: EVIDENCE SUBN11TTED DEPARTIM.NT OF KEGtUL-AT0XY-k*SDEGaN-0MC RE SOV RCESOMr.') Flonia 3:--M�2474 MUM ALNM CODE ADIMISTRAnON DINIMN T(786),315-2590 F(7Mms-D-2590 NOTICTOYACCEPTANC CE SUB.NUT TED NOTICE OF ACCEPT.A-NCE L Evidence submiffed under preitiousNOA D. QU.UITY.A.SSU-RkXCE 0 U) =3 co CU 0 f-\-0Aj, A. DRX"1NGS` B. TESTS teounnued) L Manai Dade Department of Rt�gulatoryand Economic. Rf ources R:� n RE -0 -t PGT ln&stiies, Inc. 1 1070 Tectmolog Drive, 1. 31-vLamifacitires the drawtli s andd sec tic 5. Tost repor- on Yk Air Infiltration Test, per FBC- �LAS 202-94, -S 0 �O?�: CL Xorth"%'enke. YL 34"75 6abinked nudcr.Y0-4Xm 11-010' 040 FBC. TAS _7�0`% DA 2) Uniform Static Ar Pressure Test. per I -T E. -%L-VTERJAL CERTMCATIO-N 0 LL SCOPE; _VLiny Slid DmwingNoi. MD-557(0, titleidd 1 inc-- Glass Door NOA (I.Z� sheets'l 3 J W a t! er Re sist anc e Tesr, per F BC - TAS202-94� I- Notice ofAcceptance No. 15 -052814 issued to V is� Extrusion Litilired for their M i;_ CU This NOA is being issued under the applicablemles and replatiom governing the use of cotistruchouniatenaft. 11ke Tdh� 21 of 2 priep- w- ed by manx dated MO-3 with Telvision dated - 4) Large I-Aissile impact Test per FBC. IAS 2 0 1 -94 ­Nk'kire R%id PVC I iterior Extraslon- f or Wind ows and Doors'-. dated 08,"1 M -5 > E 2 documentmion submifted hm b.--vareviel-mved and accepted by Manii-Dade CoutoyRER -Froduct Coon Section to 04! .5417 ijaied and sealed by A. I.-y—no Miller- RE- 5q) Cyche Wind Presstre Loading = FBC. TAS -103-94 expiing on 09,130150, "VE Cn (D cf) beused inNIfianuMade Coutay and otherareasurbere allavedby the Authority Having Jurisdiction (AM), -- MY ar ced Entry Test � perFBC. TAS 20-2 94 Notice of A=eptance No. 16-0020.08 issued to Vision E=Lsion Limited for their -CE !E CU -11—D I cu Ibis NOA shall -not be vmhd aft-nothe expiraiiondate statedbel;w. The Miann-Datie Counry-Froduct ControtSection B. TESTS OF2111 at along with maiked�up drawings am trutallatiom d offvmyl sliding Slass door, pMx -ed 100 Tan 202 and lighter Shades (Non-A-Wte) Rigid PA 'it in gons erior E -ti for (In, Mium Dade C-ousVi and/ordie,AH1 �- areas other thanMiann Dade Couity) reserve the right to have this Pie -94 I Test �ft port on Uniform Static Air ssure Test, per FBC, T.A S 20 1:11 Fecie-stratio ring Lab. Inc.. 'Lest Report No. YTL 8549. dated 11,106'15. signed and Y -n'leit Windows, and'Doors". dated 12M11, 6, expiriag 29 on 11" 21 prvo d u c t ow. nime rial te sted for qua finr a vs u rance pum os es. lifthi s product o r ra ate r is[ f ads to pe dorra e a cz- ep t e d Large Missile Impact: Test per FBC- TAS 2111-94 sealed by I d alinis 0 ring k P E. (Test r ep ov, iev ise d -an 12 �O 4 15 a ad 0 211 6) ce of �t 4528.15 imued to Vision ExtiusionLimit � for their -Non, Acceptanc No. I- ea nnnn.--, the cturerwilline"theexpemse fsuch --esting andthe AYJ may i=nedimh-rev- oke- mo J-IfY. or -- 3- Cyclic Wind Presstive Loading per FBC. TAS 203-94, 6 Test repotT on i) Air Infiltration Test. P-- FBC- -1 AS 2 f-r- -07 -IT "Brown Coated (Painted tar Lainhusted) White Rigid PVC Exterior Ernusions,for suspend the use of such product ormaterial within theirJurisdi-efion. RERre��enresiheriLzhtto�re%rkethi6 alon-g- with rrix-ked -tip dra, wings and ist inlation, dotgrain of vinyl slid ing glass, d cjr� prep, ared nif St Air Pre&sure Test. per FB �C, TAS 202 404 om, atic NI-mdows and Doorf', dated 084 14 5� on 09/30119- expiring accepuwve� if it k deterni-ned by Miasui-M—de Cimminy Pio-duct Cannot. Section the T dus prv,-T*qx tot material ta 41 s to by Fenestration Testing Lab. Inc.- Test Report No� Fn 8717. dated 121) Z 15. signed and -atff 3) IV R-- �twace Tes, per FBC. TAS 202-94k To. 1"71 .42 issued, to ENERGY. Fenev nation SoInt U. Sk Not" of Acceptance N ions meet the requit�ts of the applicAte buiMing code. 11 is product is approvredas described h�emin and to at 9 Code 2*-1 seak-d by Idahnis Cktega. P. E. (Test report revisett on 021 :3��16 and 01", 4)Lasge'ivlissik-inip2ctT�mpei'-PBiC,T.A.S,1.01--0-4 including the M-gli'VehacityEhirncane Zone. ato TAS 102-94 Test report on 1) -Atir Mar. -an Test per FBC - 9 oading per FBC. TAS 203-94 15 1-7 - 546 14111. Eimusions for Windows and Doors"' da ed 09, - cViring on 01,0 DEscR=oN---- Serkn -55M —70- Vinyl Siding Gla- Do" (Refidwced) wtwo 90 & 13.0 caariws-L-M.L -02 -94 along -with manwd--w in and inaallation, diagram of -vm-yl sliding glass doar. prepared -vof. F Notk AccViaiwe No- 1" 7 12 04 iss;ued to ENIT-RAY11 I cuesu tion Salutiom L "Brolize " -H Water Resistance Test, per FBC', T 202-94. by Fenestra tion Test! ing Lab. Inc., Test Repon NoTn dated 12104155. signed and Inc. for their and Lighter Shades of Cap C" oared Rigid YVC Exterior ,AP PROV.kL DOC L!W-\'T-. Dravvin g No MD- S51M.0 Rev B�, Wei Vinyl S Win g Glass LWr NCM, (Lhkj sb eels 4) Large Missile- Impact, Test per FBC. 'US 201-94 �sealed by Idalmis. ga. P (Test sepwt irvised -an 021 5j2016) M -4 -an 04! 6 Extruslows for Windows and Doors7dated 09/1- 516.. em-ting w20. through 21 of 2 1., preparedbywumhctureer- dated 10V54 5 and last m-ised on M1,21- signed, and scaled by 5 - Cyclic Wind Presswee Loading per FBC- 203-94 T Tn-t report on 1 Unifdrin'Static. Air Rressure Test. per FBC, MAS 202-94- 0, Notice of Acceptance No. 16-071-203 issued to ENERGI Fenest-wim Solutiomp USA,. k,L),mn Nhllerr ?-E- bjee-aring the-Mauti-Dade County F-wduct Contral loevWonstitmpwith the Notice of I -6,E Forced Entry Test. pier FBC - TAS '2021-94 2) Large NehsWe h1upactTest lies FBC."LkS 201-94 Inc. fortheir"111ifte Rigid PVC Exterior F-itrusionsfor Wisdows, and Doors"dated Acceptance nuraber and expiration date by the Mianii-Dade County 11io&x-i Control -Section. aW4 with maked-up draw ings and installahon ud iagr= of -,nnyl sliding ghiss door. prepared - -04 3 lic Wind Pmsme Loading per FBC. TAS 203 9 0 810 V17, expiritm on0212M. XIL SSILE W-ACTRAMG- Latp and SwallMissikimpaciResisitant I by Fenestra. tion Testing Lab, Inc.- Test Report Nlo� FTL 85415, dated 1. VO&I 5� signed and -ci along with marked -up drawings and installatim dial;zam of vinyl slidaig glassdoor, prelned 1-1 Test reports N*W= 10-002-792(A)t 10-W-M0527t, 535753-00�, M ASIM-84, Limitations: t report revised on 01F04i 16 aand 011"111 s`210 16 ! seali--d by, Idahnis Ortega- P. E. (Its' by Fenestrat Testing Lab= Inc.. Test Repost'No, YTL 66338 (saawles A�l xbru A-21). dated �9 and ASTNID-635. issued bv EXOV-Ak to Vision F-xtntsion for celkilosic ASTIM19,2 I - See table I 0aheetD -md table) (shfttg) SOD on sillviser(see tables B-1 & B-2,sheets'7-8) and awhorlayoutshftft reqWrenients, it. 1 tku 16- 3� Test report on D Air Infitiltration. Test. per FBC, TAS 202-94 A. /19/m signed and staled by Jorg Catuo. R E- (Submifted sirjder.N-0.4No- 12-1- con4)osite material -vest 2. R�Li$d X11hite FVC. Tan (Noji�whn,�) RigidPVCandBoown,coated (Pointed or laminated) Twhite Pugid PVL Cto be Unifnim, Static Air PresstireTest, par M"'. M 'S -.4 k 2G2 9 7107�'M (Submifted under-M0.42Vo. 11-0107.04) labeled per refavncedNOA�srequireuiv*- Water -R&-m-tance Test. per FBC. TAS 202,04 3 Test repoit on I-- Air Infiltration -lest. ps- FBC. TAS 202-94 S. Notice of Acceptance No. 14 -091&11 iss� to Kuraray America- Inc. for flx�r 3. Egms operab le do ors ==t C-0010Y r&j&L Win r le" wift 0 r hejoht per TM retrotenteur- as ap&c --ble. -- Lap Missile InV= Test per FBC, TAS 2 01-94 2) Unifom Staric.Air Ptessure Test. per FBC- TAS 202-94 'SeurryGlast, (0parand White) Interlayef'4t estpiring on 07) 18, 4� Pocket ws'lls under separateapprovaL to be reiiewedby Building official s) Cyr Wind pressure Loading rFBC TAS 203404 pe 3)1 Water Resistance Test. per FBC, TAS 101-94. 01- Notice of AccWame "No,164117t0l issued to Y"aray America. Inc. far, their .L-ABEIMCG: Eathunitalmll bear a pennmeat label with the manufacturer's name or lo ciiy.s and series and go. tate 6) Forced Entry Test. per FBC. TA S 2o2-94 4) Large Mi.-&- In4me. Test per FBC- TAS 201-94 "T msifoll Ukraclear. Clear and Color PA'B Interlayf rs". esp-mg on 07,108.19. following statement: 'Usnai-Dade Couari Product Control �kppto,,ved"�aoted herein. a" with madcrd-up drawings ai�d instalLition dialm-am of -%tinyl sliding gbass du prepared i- clic NMuid Pres-suie LoadingM FBC�", TAS 203-124 Cy RENEMAL of this NOA shall, te c onrides ed after a resevad applicaum bat be en f ik--d and diwe limbem no 'by Fesestration Testing Lab- Inc- Icst Rcoort N'o� FTL S547. dialed! 21�0�t; 15, and 6-A Forced Ewr%r Test, aer FBC. TAS 202-94 F. STATEXMNTS than S e in the appfic ablie building c-- de n eptivrely a fi%ding the per-9brwa nee D f tins p- roduct sealed by ld-almis Ortega, P- E. (Test repw. revised on 0211 5-a 161 - along with madied-up a and UnTallation din of vimyl sliding glass door, grain prepared 1. St3tement letter of confennace with YBC-5th Edition (11VU) and FBC-4*1dition TER111N.A77O.Yofthis N'OA,.%,Alocctt.,afte,rthe.expiratimdate�o!rif thewhacbm arrviston orcbmage in The 4. Test report on 1) Air Infiltmou Test, per FBC, TAS X32-94 by Ferie-stmlian Testing Lab, Inc:- 'Test Rewrt No. FTL 633 itimles'A-' thru, A (s, -.) dated -V - 'ped & sealed by Lymi Nfifier� RE, (201 ;)� issated by rnanufacturer, dated 08,1411 7,q matetia, L- use, andtor waarnfacture of the product or proce&--- INfistise of this NOA as an endorsetnew of any product. Ij Uniff cam S tat Air Pressnue Test. Pei FBC -T.A S 20-2-94 J , , Igioul -12 t6' and sealed by Jorge a.- Causot P. E. fStibmilted under.Y0.4 A"O. Il- 21 -turer' Statement letter of no financial interest, dated 0411 &.'17. issued bv rasannfitt 4med for ssles� ath, ausing or aW otberpurposes sha antommcath, tesuimte this NOA- Fadure to.coiMlywah any 3) Water Ressistance Test, X FBC. TAS 20 2 - A A] 99; sealed by P-E. ve-cition oftis NOAA a� be c now fiar, tenninatiou and removal ot'NOk 4) Litigelklissile larpact Test per FBC. TA53 '201-04 3. Letter of 'lab comphance, part of the Ax-rve test reports. NT: The NOAnumber prmededby ffie words Marni-Dade Count---. Florida and followed by the 55) CN -94 rhc Wind Presswe Loading per FBC� T-A�S 203 C� CALCULATION'S 4- REK Test Proposal No, 17-0387, daed 05j051,1 7. signed by Isbaq Chanda� P.E. expiration date may be displayed in advertising literatme. if any poitionof the NOAis displa-uned, thenit shall be per FBC- TAS "2-94 6) Forced Eatryj Test. -V- 1. -Aneborverific. -cni calctil 1 ing ad 'a ions and stri=al analysii,, cotuply withFBC-2014:, done = its eutirem' alo with marked -up drawings and inst2liation diagram 01 "lay! sliding class door. preriared �v prepared by PGT- G. OTBIER .%--.A copy of this entiteNOA shall beprouded to the user by the mandactumr or its di-sufttors INSPECTIO' and j by Fimmration Temaing Lab, Inc. - Test Report' -No. FTL 8548, aated I �Vi 1 -5, signed and An-thonyll. %Ililler� P1. �Snbndrzearf I- Notice of Acceptance No. 1-5-1210.01, ismed toPGTIndusfties, fortheir Series 'shall be available ftirinvection at thejob site at the mqaest of (be Build* Official, scaled byldalmisOrrega. P,E,, �Test repor-trevised ou,01-`04,16 aad 2-11-16 t 04 4) � - 2. (ilazing co%4.ilies with AS 09. UNIF 1300- -5570i277"r 17fityl-211iding Glass Door (Reinforced) -LALL'-� expiriag on 04/1411211. This NOA revises & rene7m -N '0.19-10-0429.04. and consisU of diispage I and e%idence pages E-1. E-2. E�k B-4. 1� E-5 & E--,6 as well as appromal domment meviioned abom Lkiq 1, Chawd,-4, PZ Ishaq 1, Chouda. PX, 7 Ithaq L Ckanda, P-E The stianinted dcetumattion was reviewed by Isbaq L Chanda. PJE. Product Control Umft Suparvftor Praoutt Control'Utut Sup*rrisar Prodwcz Control Unit Ssamrdsor NOA No� -'1-0:05�03 Ism No. !14!05� IN -A -NO.. ---K--"C0UMT1YM ExpiradosDatoi ApH114,M6 E=piv -adou D:at*,, April 1.4. "EI!6 h,.tionD2t*- ApriJ14,202-6 - �prfl 14,2016 ExpiratioaDave. i - ' "I Approrat Daw.March 2.4, 10. 7 Approva!Dat*� NhIrch V4.20111 Appr� oval Datei Nlar i. UM AWro7ra I Dam March 1f, 10211 Pag* 1 E -1 -3 pGT Indus nies. Inc. CGIAl'indowsand Dooll Inc. FC-Tindusmim lnc� NOTICE OF ACC`IEPTAINCE: EVIDE'NCE STMITIT1 D NOTICE 0FAC(-TPTANCE: EVIDENCE SIT TED OF jCCEj!j4jLN"CL; Q:Mja.�!-C "S A M E-vidence Submitted under previous submittal E. NLALTERLALC--F-RTIRCATIONS(conduue) 5� Qawiex Par, Suv_eL apaver Stagnard complying withAMI C55, I iS Thtimal Conductivity _F, 3, New E ttletw* S utsmitted 0" ' 81, OCT 2 8 2022 A. DRANITIMS AS"M1 F 1249 U-71 ASTM D3985 Oxygen-Pasis, ASIM E A. DRAANMiGS, 1. Drawing No. MD-5-570.0 Rev B, ittled -Vinyl Sh-fing, Glass Door NNOA (LIM)", sheds 21190 I.G. Durability-N o Fog -Pass. (,30niftied under preilow AU,4 No. .15-640A Oi� L Draw-ing No- Rov B. ritled"V, invi Sliding Glass Door NOA (I.W, sheets I Virtual Revie Plans ew A WAs - I through-!'. of dated 10,P5V15 and last revised On I brox-gla -11 of 21 It prepared by manuf ac tur en d ated 10,05 1-5z and last revised on 02V 11`1 'a Revi ew ssist for ew com I t d sist, Inc Ic- COM Mpleted Pliance Cn 04)22220- signed and sealed by A- Lvm Nfiller. M. ondiuct �_-IW 6. QU"X. Part IJBIAltal CMVlyMg with ASIVI CS 18 lberrnal* C ivity signed and scaled by A. Lynn Miller- P.E. L and a with th aPpr e r 0 L e 2 2 0 by e 2020 ln�412-*F- AST-M. F 1149 WM. -Pass-s- ASTNT D 143-4 Argon Perine-ance-Pam ASIXI E Nffjt7 Ilm reiision OnSj,:�-ts njar-loilf In o-If -��Mr naiStMg jdsl�1113tjca SCMtN7 With flat head F ebra F C Deb fine ra Ann, ah 7th Ition Klahr P on B. TESTS 2189 I.G. Durability -No, Fog, ASTNI E 5,W Dew Point Developmeat -2 F ur 48 his. X n 2300 1. Test reparts ow- 1) Ak Inf iftration Test. pa FBC- TAS 202%94 (S70vt tutd tin der AVA Xo. 15-04-99. 0 1). B TESTS (D 2.) 'Undbinn Static Air Pressure Test, Loading per FBIC', TAS 20,21-94 N; nion F-Vtusions. Ltd. Pasts, compl� ring w th PVC-AANU 303 13, Vol=tary Specification . L Nm- 3) Water Resistance Test� per FBC- TAS 2021-94 fum Rigid Polyvinyl Chloride (PVC Exterior Profiles for VisionLxtniswins. L+-&.-NEX-1 by, I - tk�- 4) Large b-fissile Impact Tm perFBC. TAS 2D1-94 FBC, TAS AkN14, Frenestra , ion Exted -or P nsf Ae C eafficat ion Pro V ain 6swhsii ineir on der No. A _NC-o IS - 65) C. CALCULATIONS E 51, Cyclic Wind P-.Tzsm Loading- per 203-94 L None- am - withmarked-updrawitap and installation diagram of all PGT Iudustries, Inc. listed 791 Dowsil 08-1 ying w 1 8- Vision Extrusions, Ltd � Pats compt � ith PVC 303A3- fted tinder Not I 5-t 05 ) =3 representative umts; below and tested to qualify Dowsil and ahcones. _V0.4 - Farther D� QUALITYA.SSI-RANCE prepared toy Fenestratim Testing Labola tor y, W Test Reports 1141 o. - FTL-7W. PGT PW5520 -PVC Fixed Window i-Linut 6 it-- proposs.-J, dated 0-0,03.114 91, PVC-AAMN 303-13. Vohintary Specificanion far Rigid Pokr,,, - I M-1-nde �1"X) Prafiles for Vismit Exrtusiom- Ltd-A-TEX-1 OV Fenestra-tion Exterim Profile I- Miw------Dade Depzuthnnear of Regulatory aad Econot-mic Resources (KW- YTL-1210-21071:, PGT'SGD780 Alwtim—m- Sliding Glass Door (ung 7 ki proposal) FTL-20- Certification Prograra, 2107.11 PGT CA740 Akirn Outsutiriag Caseartir Window (unit 8- in propoW)FTL-26- 10- Nonce of Acceptance No. 18-1.1217.14 issued to Energi Fenestration Scaution, USA. -Inc. for E� XLkTERLkL CERTIFICATIONS, 2107.3, K-i-in OA Ahminurn Fixed Window (unk 9 in proposar,- and FTL�20-21107-4� Fbwd their �`Tau 3040 & light shade tuon-white) White Rigid M-C Exteiior Extrusions for Windows and Doors"'! txpirinp on 02:!0k'2 1 - 1. Notice of �kcceptance No- 19-030-5- 02 issued to Kurarav Amerka. Inc. for thek "Trosifol'S X11(rackar, Clear, and Color PVB Glass Interlayers", �siring an, 01748�'- CU C PGTP%,'71620A Alua3intmi Window (unif 10 iapraposal) datedOT�13,11'20, an Signed g� and scaled by Idalinis Ortega. P E- 11- Notice of Atccertance No- 18-01-=02 issued to Energi fc�iou Solution. U A. !no- for --Malte Notice of No- V-0808-021 iss to Kurarav America- Inc. for their - 11 ' - - "Sentri-Glasit Whit*l Glass Interlavers, �, 07,04V23. > C/) their series Rigid PVC Exterior Extrusions for Windows and Doors7. expiring, on (Clear and- exp=g -on C. CALCUL.kTIONNS- 021,28,23. 3, �q once of A c-leptance No 19-1106, 10 issued I oV cn, Ext.-usions -Linasted for their "Brown 0 CU I Anchor verification calculations and sm- ictural analysts- complymg %kh FBC � V 12- Notice of.zieceptanceNo-10-010.03 issued ioEnagi Feumvition Solution- 3A.1m.for Coated (Painted oy Laminated) Yk hite Rigid PVC I xterior Extrusions for Windows > Edition (27020), dated ",22,120. prepared try, manitacturer. signed and sealed by their "Brolize & light shade rap coated '"hite Rigid PVC Exterior Eirrusiows for and Door-s-.. ex innig on OM0,2`24- P 0 Anthony Lynn Miller, Pl- Windows and Doors e.xpdwo-n04116,'2i. 4. No -we ofAzeept No, 19-1,10611 iswie, to Visioti Extrusiors Lituited for their series I — CD- 2- Glazing complies with ASTME1300-04,09, -12 and 46. -17E 100 Tan 202 and fis�kter shades es�ou-:Wkire) Rigid Celluby PVC Exreflor CDL M QU,.ALITY ASSURANCE F, STATEMENTS Emmsions f ot, Windows and Doors". cm-piruig an 111211M-tl, < Miami -Dade Department of Regubtow and &cnomic Resources (Rf R). L S ement letter of conformance to FBC 711 Edition 0-020)- dated, 04,21,20- iw bv =nuf acturer, signed and sea led by Atithony Lynn Mill-c-i - P. E. F. STATE- -N -TS -P-j 0 E� '.NL-VTERLA-L CERTUICATION-S L Statement letter of not Lal tittm-st and ofindependent. issued by manuractutwt dated 1. Statement letter of conforntance to FBC '74 Edition (220210). dated 022-01,211- issuedby L Notire of Acceptance 'No. I-MO-5-02 issued to Kurarav Amet ka. Inc. for diebr 04� I&M 4ptd and sealed bv Anthon-v Lym Miler. P mamff2ctu-,-c-T signed and se-iled by Anthony LNmnM.Aer P.E. "Trositoll- 'Uttraclear. Clear, and Color PNB Glass Interlav*1's-, COMM on 1 Private Labeling Ag ned treettient docume�t t�etween PGT. dated 03,30-1-55 and sig by all 2- Priva e Lat-eling Agreement dared 01%21 be-m-een IDGT Industries.. Ins-, and CGI 0 107,004. im-ohed parties, Windows and Doois Inc.. sigwd by Dean NL Runk- P-E-, V.P. Engineering, on behalfof 0- 2. Notice of -Acceptance No. 17-OM.02 issued toKuraray America. Inc. fortheur "S@nttTG1av1 both conipaink-i- (D (Clear and'"Ue),Glass expittg on 07-04,?211 OTHERS 3. Notice of Acceptance No- 18-1106.10 iswed to Vision Extrusiz-as Liflited for their "Brown Coated Laminated) N%like Rigid PVC Exterior Extrusions L This NNOA revises NC-1-1# 1.1-0420.06 (PX7T-W--.CGD and updatees to FBC202 (7'hEdido G. OTBERS CU CPainted or - -Doors-- 1 piring 0+, 21. ex a M`F 1. This NOA re-tises & ien.ews N( 10 !0-04-19.05 (1 -A w!CGI). expirin,� 04-11+26. 0 forWindows and expiringon091. 301,11 -4. 2 REXTcst poopoWs *10-1155 dated 01 10,20 aplitoved bv Ishaq I - Chanda- P-E. empiring 2. "nie currew associated PLA CGI file 421-0205.0Lempiring 04,11Z26- In 4. Ninice of Accept ance Nn. 18-11KI I issued to Vision Extrusions Limited for their -- 04114.221. Uj wnes"VE 100,0 Tan 202 and boter shades (N7'o*-:Whft*) Rigid Cellular PA Exterior Extritskins for Window's and Deors�-. espinto on 11" 1. Iih--q 1. ChAnda. PX T-shaq L Chanda, PZ h4a q L Otauda, P.E. Product coatrvl Product coutrat Unit Slapor% wor Product Control Unk S"riisor �N'*. "-- NGA Z-1 0:054.03 NXXI N-0. 21-OZIMV - < N'0,1 So. .11-0!09103 . ­ 'r D -1-H April!4,"0016 Mpirar-811 a,- I . -- - Expiration- Di-tet April 14.--0!6 —j ExpirationDatot Apri]14,1026 Approral Date. 1hreb :S,10:1 Ap roval Dmire- Al -Arch 10.11 p Awrova I Date. U-irtik : S. 1021 E 4 E -6 E -4 SHEET NO. May 27, 2022 PA 13 a) a) C_ a) > C- MIAM�a MIAIVII-DADE COUNTY d2 2 CD_ (D 0 (D -am, PRODUCT CONTROL SE,MON Cast -Crete US.A.,LLC Cast -Crete USA, LLC Cast -Crete USA,,LLC CU DEPARTMENTOF REGULATORYAND ECONOMIC RESOURCES (RER) 11801 SW 26 StrCCL RQor- 208 BOXRD AND CODE ADMINISTRATION DIVISION Mimni, Florida 33175-1474 T(786)3145:�-2.590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE- OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED U) =3 Cz -cz Cn NOTICE OF ACCEPTANCE (NQ,-k www.miamidaftlovIeconomy (D -0 0­0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209-12 & EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 14-0903�03 = 0 -2 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DILAWINGS 0 0_ = 0 b Seffher, Florida 33584 1. Dravving No. FD4612, titled'Precast and Prestressed L intel Details", sheet 1 1, Q1 1. Rrawing Aro, FD4612, titled "Precast and Prestressed Linlei Details " 1 , 1. Drawing, A`o. FD461 Z titled ""Precast and Prestressed Lintei Details sheet I oj' C: Cz �p prepared by Craig, Parrino, P. E., dated March 24, 2003 and Draming Nt-7. L74612, fitied ad rino. P_ K. dated March 24, 2003 and Drawing No, 1, pre.pare by Craig Par, - LT46121 ri d"Casi-(D 1. da led 03,124103 and Draivin itlL -ete 4 6'1 & 12 0 CIO , C) > U) -0 SCOPE: "Casi­Crete 4 ", 6" & J2 " Lintel Safe Load Tables ", sheels I 1hrotqh 3 (?1"3. prejncjr�,d bv LT4612, titled "Cast -Crete 4 �, 6" & 12 " LinjlelSaP Load Tables", sheers I _,-No. Lintel Safe Load Tables", sheets I through 3 of 3, Iasi revision dated -06112114, all E 2 (D L_ This NOA is being issued under the applicable rules and regu!ations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 2.8, 200=2 b _-_ I I th t �o ug, I t 3 1'3, p rep ar e d by Cra �g Par r i tic), I E-., dal e d Marc h '4, 20 0 J. I as t prepared, signed and sealed by Craig Parrino, P.E., on 08119114� Cj) .4-0 'n -,0- C z The documentation submitted has been reviewed and accepted by Miami -Dade County R_ER- Product Control draivings signed and sealed by Craig Parrino, P. E_ revixion dated Afarch 11. 2008, all signed and sealed by Craig Parrina, P. E,, on 1E Cz U) Section to be used in MiamiDade Count y and otberareas where allowed bythe ALIthority Having Jurisdiction B. TESTS C[j ZZ A Adlar � 2-1 0112, B. TESTS (A14J), 1. Test report onflexural testing on 4 ", 6 "' & 12 "Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stared below. The Mianni-Dade County ProAtIct Control Unfilled Aliulels, lotal qf (1,V concrete lintel spcc4mens, pto-ASTME-529- 9- prepared I C. CALCULATIONS tX- Section (in Miami Dade County) and/or the A14J (in are -as other thap Miami Dade Coun y reserve the right to hav-c - ab, aries, byAppfied Research i, 3rat ReporlNo. 30404A, dared 0411010.3, signed and I None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the seetiedby Christopher A. 11amon, RE. C� CALCULATIONS prepared by Craig Parrino, P. K, �vigned and sealed 1�y Craigor Parritto, A E, accepted matiner, the manufacturer will incur the expense of such testing and the, AH,J may immediately revoke, 1, None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right tn revoke Z_ C. CALCUPLATIONS D. QUALITY ASSURANCE this acceptance, if it is deteermined by Miami -Dade County Product Control Section tliatt this product or material I. Calculationsfior Cast -Crete Lintels. dated 05/ 20- pcozesR prel �y Craig D. QUALITYASSURANCI-E , i( 1� Bv fmi-Dade Couniv Department o 'Regulato)y and E,_ c R"ources (RER). fails to meet the requirements of the applicable building code. Parrino, 1-1 E.. signed and sealed by Craig Parrino- R E L By Miami -Di -,de Coun�v liepctronent of Permitting. Environment, and Regulatoij, Affairs. z Calculalionsfor Casi-Crete Lintels, daied 05,129,103. 140 pc�qes. arepared by E. MATERIAL CEW11FICATIONS This product is approved as described herein, and has been designedto comply with the High Velocity Hurricane Parrino, P. E., signed and sealed by Craig Parrino, P,E E. MATERIkl, CERTIFICATIONS L Naae� Zone of the Florida Building Co& L A1*01-le. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High '--strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F� OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details , sheet I of 1, 1. Ouafi4l �system AAwn_alft3r- Carl- 0�ete Afachine Afade Prec aTvi Liniels reviseci orf Aft-.-- 1, F. OTHER 1, Letter from Cast -Crete USA Inc., dated 08,1191.7014, signed and sealed by Craig prepared by Craig Parrmo� P.E., dated Match 24,, 2003 and Drawing No. LT4612, titled "Cast -Crete 411- 611 & 12" 200-Z I Letter from Cast -Crete Corporation, dated February 03� 2012, signed and sealed Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Salc Load Tables", sheets I through 3' of 3, prepared by Cm ig Parrino, P.E., dated Nflarch 24, 2003,last 2. Casi-Crete Quality.54,sfem Manualfor Prestressed Products dated 2002. A_ ing Dy Craig- Parrino, P.E., ceril ` compliance with. the Florida Building Code, 2010 revision dated June 1-2, 2014, all signed and sealed by Craig Parrino, P.E.- on January 22, 2019- a] I bearing the -Edition- 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miaml-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOU'S APPROVAL # 08-0320-09 A. DRAWINGS date. by the Miarni-Dade County Product Control Section, A. DRAWINGS 4- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. No ne. M1SSILE IMPACT RATING: Large and Small Missile Impact Resistant L DTMV � M)� FD4612- titled "Precast and Presiressta' Lintel Deft-fils", shee, I of L Mg A. DRAWINGS LABELING- Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared ' Cra' Parrina, P.E., dated March -14, 2003 and Drinving "Vo. LT4612, titled ly 1,,!-; "Cast-Crele 4 ", 6" & 12 " Lintel Sut� Load Lables" sheets 1 ihrolqzh 3 Qf 3- prepared b­v .1, None� B, TESTS 1. None. County logo. Craig Parrino, P. K, datedlidorch 24, 2003, last revision dated Adfirch I J, 200-3, B. TESTS RENEWAL of this NOA shall- be considered after, a renewal application has been filed and there has been no Alone, C� CALCULATIONS change in the appticable building code negatively affecting the performance of this product. B. TESTS .1. 1. None. TIRMITNATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS L Noim D. QUALITY ASSURANCE J. By Miumi-Dade County Departmeni of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removalof NOA. 1. Nnne. D� QUALIT"Ir' ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Mia.mi-Dade County, Florida, and followed by D,. QUALITY ASSURANCE 1, 4y Afiami-Dade Coujl�y Department of Regulatory and Economic Resources (PER),, 1. None. 'the expiration date mky be displayed in advertising literature. If any porfion of the NOA is displayed, then it shall 1. BY Miami- Dade Count:,; Budding Code Compliance Offfice� be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and I, MATERIAL CERTIFICATIONS 1'. Alone. 1, Compliance Leiter with the Florida Building Code, 2017 Edition, issued �y Cast- shall be x6ailable for inspection at thejob site atthe request of the Building Official. L No n e. 7 Crete USA, Ina. dated 0810SIl signed & sealed by Craig Parrino, P. E. This NOA revise% NOA 9 19-0130.14 and consiM of this page I. evidencespbrivined pages E- 1, E-2, E-3, E-4 and document 00 VA Eas z well as approval mentioned above. e n A M, _ar, P.E..M.S. It � y elmy A. Makar, P.E., M.S. At i_o:',AHeImy A. Mak-ar, P.E.. KS. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro6et Control Section Supervisor NOA No. 20-0630.15 Procf�cl Control Section Supervisor NOA No. 20-06XI5 Product Control Section Supervisor NOA No� 20-0630.15 MAMMIOME CO NOA No. 20-0630,15 Fipiration Date: 09111/2023 ell Expiration Date,�! 09/11/2023 Expiration Date: 09111/2023 ExpirabortDate: 09/11"02-1 "811110)947c Approval Date: OW-0/20-70 Approval Date-. 01312(V2020 Approval Date: 08/20/2020 Approval Date: 0812012020 I'age I E-I E-2 E-3 Cast -Crete USA. LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SURNUTTED NOTICE OF ACCEPTAN'CE- EVIDENCE SUBM ITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 18-0424.04 9. NEW EVIDENCE- SUBMITTED OCT,2 A. DRAWINGS A. DRAWINGS 8 -Alone, None, B. TESTS B. TESTS V 'I, None, L Mone. Virtual Review jd( C. CALCULATIONS C. CALCULATIONS Assist 1 f I or Plans Review cot"Pleted and' COMPliance 1. None. 1� None= anc. , Ppro!v With the 202 FBC 7th Edition bY Debra Anne Klahr D. QUALITYASSUTANCE D. QUA LITY ASSURANCE PX2300 1. fi�y 0ami-Dade County Departme -pit of Regulatory end Economic Resources lRER). 11 ��v Miaini-Dade Couray Depuirtnient of Regularwyand rconainic Resources (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS F. OTHER F. OTHER 1. Compliance Letter with the Florida Building CodeP 2017 Edition, issued by Cast- L Compliance Letter with theFlorida Building- Code, 20.17,1-,.dition, issued by C(al­ Crete USA, Inc. dated 08108117 signed & sealed by Craig Parrino, RE Crete USA Inc., dated 08,108/1 7 signed & sealed b Craig Parrinn, P, E, 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 19-0130.14 2. ComplianceLetter with the Florida Building Code, 2020 Editioq, issued ky Ccal- . (D A� DRANVINGS Crete USA, Inc., daft d 0611 jZ20 signed & sealed by Craig Parri no, P, E, 1. Drawing N-6. FD4012, titled "Precast and Prestressed Lintel Details' , sheet 1 of > U) 1, preparedby Craig Parrino, P.E-, dated March 24, 2003 andDrawing No. LT4-612� titled "Cast -Crete 4". 6" & 12" Lintel Safe Load Tables" sheets I 0 > through 3 of 3, prepared by Craig Parrino, P. E., dated March 24,,- 2003, last 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. K, on January 2 2, 2 019. CL 0_ B. TESTS < None. C. CALCULATIONS L Alone. D. QUALITY ASSURANCE 1. By Miami -Dade Caunly Department of_Regulatoo3� and Eoonomkc Resources IRER). E. MATERIAL CERTIFICATIONS 1. Xone� Ci) F. OTHER, L Article a� Convervionjara name change. J, �-L rmy A-Makar, P.E., M.S. Hel my A. Makar, P.E., M.& Product Control Section Supervisor, Product Control Section Supervisor NCIA No. 20-0630.15 NOA No� 20-0630.15 Expiration Date; 09/11/2023 Exrnration Date- 09111/2023 < Approval Dann 0SrVW2020 Approval Date: 0812012020 E-4 E - 5 SHEET NO. May 27, 2022 PA 1A mm`­­_­��,,,l ON m.­I.r_Em'___­1I ml E / I I El I 11L ECOINC. z I ­`%1- I ft �TTE;STIfOOSE�'%G,tfigEP:hM*-c'10MPAW -__ -, ­,__­­'­'­­," . ... . ... ... ­Ll-l""'" ­­ I I I I " L q,lE,, r1riz �% vlt:ll�' rK PJN , "OEM .:��Eii�l `,` �= �,I,­ _-�,­___ WNMM��� REPO" NO': 20-072L81 DATE: JuY 26, 2020 PRODUCT CATEOCIll 5.111410-5 PRODWT WS-CATSOORY: sir'lWal Paralls PRODUCT NAME: 20 CAGE GA&VANIZE0 $TEEL P.-TORM P41l MANUFAC,"I'llftER: 0110bal F,I!Ctocttoa,Prod;P:Os� Ill 46N S-1 51 Stimadl Ol3vitil Flar4a=14 ILE FUREQ511A OF EVALUATION; 'this ;a 1; PAl Evaluation Report isaxid by Wallace r A. TtH'.'s Jf,. Il isy-,l � - i 11 - - iD 0 1 Bl ' to the Global PralleCtI041 ProdUl LLC. Rule Chapter tilo� K 61 G2D-3, Meth,041 0 of One Florida Department of Stritl- it* and prolleawmional: Requial This prol im, v)ellil issued an Fvatluabun Rapmcn as deweW heroin- and has been ,Awifl,ad for cailriphance fr. neilorditiv;q, with Uric Z020 Seventh Edition Of trial F klinds: Buiffto 10 , and 14.,y vial Ill One prraLwt:ils Wr mw porpriog "rended at loam aquwalard to that mcluilind by the Code ­ 091W 6 � This ProldiNct Ellakinal R@%;,;f.j shall Wsublort to rev,fifills, and Favision, - -1 - a Plultleig CoAl'ot-arliarthalt Tnay offed its llimfbtt�ans vital orindMona 2.-FYIDWE SMUBM ITTEM 41, PR*W_4'T,E,.Y4_L_UATiON WC U ME N'Tii P rr I � EE,Rl Drawling, ft. 20-1716, Wall -20 GAGE GALVANIZED STEEL STORM PAWL". sheets 11 fil 26 of 26 pyopl by Tiftel lric� - slitned sod scaled by Weill A- � Tkillit, jz-- P, E,; dated 07124)l This drativing in an mlegral pan, 9xift Evallnerion Report, h.matfl liL rmll �A�Y-.­­,`Ike. 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L � �I, l: � E� "N ' '�j hjN� __ ill I T A r - I Iklr�= ll Zvi 2.13EST REPORTS-, Latlyp rmloate TrI, aqrj r",till, �aad Issift Wom p'arforr under Croxif,�Cll�li TA� I - " 201. 203 as pe, secflof,, 1628 of the �Irimhds BulUIP4 Code- UrillbEr,ri wailic ioaa, TAS 201 ProWl TOSI r0al PrePared by Hill cane Erginell a a G por k In � ll - Testing, I , � Reponso 96-56fidated 0WC,Ajiq_96, ftq6_i5,rn (1,,jll 0�yjfflrjr09f,, 0116IT11,110 diatilsd QViEZOOD913, Wl t1hparr stoned and soaled,bil Hector M. hittil P.E_ FeNNisliatill TZAEf L Anxiinstory. full teperilt 0 2032 daleol 04118;VD98 anc 0211=1-%40tod--�W1999---��-lier.-RadDEVEGitbe-�n-�irrof�d P,E andRepoill � - OV9,111-19, datll Mach -C 2000, signal and sowed by Edmundo Largaastostj P,E, mt,-A f ... 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I"..7-- A I -ki �.� 4 I ,'I 1.11­ — 1� , I 11 , "Ittl _­A.Ilmm..F441iEa 4m;X­I - I � I , "�k ... ,l Wot U � " 771 ,� r I � f, I 41 I I I I i Ill NeEill - , . NWAj" 11,641,01W. --- � �M,l Vill "lloorkArw UPENE! � - "I ��l ­ . � � I .."I __ � � -�__l __ �n , ­ _Y_ - � . - : - ­ A * . � txM ft V1, � - , - r �- oLU UAE.Vall �TUL SMAW ' F ; * �.* I �, � -­ L� �, ­­­_­­_­'4'�'� �-;7�_ 'M �XE,,Im­= ,_i - ; I ,�:,,r '1,011i 0 1l`I0HEEE1m,I JOR 1'� Tim gr , - ' L E - II�­ i;� OLDIBI41. PROTWOON PROW13, LLC, wi ' — ,�k��, I - L � � k 0 " =4912-AN12 YE hill �, I�ndi�� �,�li ­" - , - M 0 - - - _ . AIPU"1111X;117111 =I=_ _ l �z ��_Al ! t­mt W,*"- -, ­ �*l ­ j 20­.Y6 Ill VIN-1- L IEIP L __ ____T'1:�.:;6wm;. Iftmmmmmwi� � " 0 ��_ � tj ___� ., 4mNm,%NA,,tWmm "t T�!:'t ­ - �i� t7 r---il .1 . . ­ - ­17 ZKODUIC! I EVAL t � Aj I �Qb -9 L M" ZiA:"'Q -_*j; UA 6E, IMMEPUAL-CHARACTERIS-TICS AND SPECIFICAI . StI betanciff in nowinjancA wao i2;anoral No' iss and C,.3�iponti,r,.,�ti.,!:Ir,i�g��L,- d!: al'i slil 'I, 2 and 22 of 2C of Pliodull Evaluation Docurrell ir, A: D ), drawing No.20-176, Ane-hornpocifiratlions shail be as usdicawd on 6t,,lipets % 7 a1w 21 of 26� of PiT4ticl EvaliAtion Docurnam (P,E,;D ), oral No. 20-176 7� LIM ITATION43-AN11CONDITION3 OF-IM; _11j ')I. 1,, SlItEall, tiol ainvity, in voll"lpilalil all Ghl'��,V Notas No, 1, 8 r 141, k,dicawd ___ - on x-ainal I of Z& as sea as Gel Notes -- I thrij ' am I I Pit- - !8, in.clicallilid on almet 21 of 26 of Piodil E Ywantill Doaxtul (P P D-), drawl1q; fill 20-11-76 PrOnVull by 'r-litsoo. Ina, and w9ned arid seml by Wabaf A TWAll e_�, RiE� 7-2 Product may be instailled within HIGfA VELOC$TV HURRR'-ANE ZONES as 40fined op section 1620� __ of Me Flonda Buddirg Cole '7 '�" Piilodudl ­1101 only tba, instali- - - � �I 'ed Into ful viliricl Cirill,cm � bitx�k w j wood frai 7m structures. llgadwt Evalumi Ral prapa,rind by'll'init I P ��L A, 11'001, ."! r� F"J."r �F­bilfdfi L"..-Ail No- 44167), President of Tilleco, Ine- .Florida G"oM7­igjF - - L 13 I I 41 R Y� 1. . : ", : * I * = - - I _. - L,rt onl ", . - ___ - - ­ -z' ­­ - �I - - � ,,,,W�,- � - k, All)� -__� WU Abi� ", , � ;,24 ""'l , "I 1­111CO�q$l , - . - - I i ___ , _- iffccli= m. E RFIAORT x" Cl MAL l I UTDCh P41131.1 UC � % I L V l 4Dil ­ �_­ -- -��4T�li,PAAM;in"tlsm�!i,ME:�ll,04;��tM,,I��l,��tPI .�� I �_. . . ,�­__­_­�,, 1�4 1 ml.� ..I- iii,lmmm,� � I , - to 1� Z Cl -_� Nimme §­_ C , � -1 .C- TA L�_ MT11116 G ENOlf4E-',FLR:Ii�NQ'r�C4�*�IF3��kW - � __ - - =TTR Im �.___l ll -1 --- PRIFT411ml LUAJM��� - - - - - � I �� . ­ � �11­ � ECTNORIL, Uf Ft�;� 20-0177A)z - - 4�bil 2�7. � ll � mrlM FRODUCTCATEGORY: - hamets PRODUCT SUJI-CATEGORY. Slarm Psmwl FRODUCI NAME.!! .14 GAGE GALVAsl STEEL s,rolim PANEL MANUFACTURER, Glo"I Frotilevian Froduct4a I I Uc - wftKY%.1W_ M1 stroll I _16,11 - nol � 33X3 - 4 I PURROSE-OF-tMiLVATRON, � U� is is a Product Evalaition R­:,M issl f__tyWalWA__ Tillit JF_ P.F ­-_n l 10 -'ir -1'90151 to the Global Protection PTCJvlct,-. LLC, Puts Chapter No� - 61]C20-3� Melln9d ID ImEr the Florion Dapartmeritof Busloos- arid P=�cfinqsional Roguladoin __ - prompol is t*nia 15s�ubd an Evalliallon Report z­ descrived hereir.- aiid has �3�r-� EE40f6d Cr Lilf-Mahal �:n a=Nadarmr�ovl WTo 2,10,I-V Rov4l q66-oll M thiii ,X , r aT- : � � rViiEllei 6v4FIng Canil -arid loverity that the, ENEWtiV - for the —inaso'nandod � - � - �� at !RaNtr,(,uiv:�iftntiothm!equked�oyftc--M-o - � Tl* Fral Evaluetwi f1mallia,lit stiab be subflect to reviaor and ril in owill cif �- � Bu 1 �d no Czde chatill- that Mari affed ft EnAlall suns 2fA on rmhons, , z QFNC"VM_ffTF.0 I " PROI . .>LiCTeyAl.MTIQ14DOCVtOENTip.F..P��, - D-wol Ill 2VAT5_ aimed '24 GAG E GALVANIZED STEEL STORM PAN P L-, I, _�-- �5 I thrb 'a of Ill propiattm, FY =Tilltem� til SiCnea and sozilled by %lill Ai, M - B I �" Wk, Nil !,, ,hl, P __­� d0l 07iZI,QN20� ItElf; dirklivilil jis Ern litne -4 ­is� - I %! 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', L - --- �___ ­m,11,1111, I , � I 1� RONAL 1AR-PTEOWN P F 10L 1 � lu" F' - 'a. 61,,C,�' " " WI-_ i - � - - atAl &LURk-KUM-Ar"JOE-LOR Ir - - , ,III - il r ��, - QVE I � , � io�'. ,qi�� Dill amol I,,-_- I � I.-,$',* In I - - �, IMEM... �, 'Ell - � , E� - i ti�-rff�� .� �, "': � , a0l i _10M MUM kDJAC011 TO =-l--WWWD RAN X . - - T _Qii-Y - __ N,IzARE i;,: � e I ­­. mill _l l.iNNILli4 -­ - , - ___=_6 � � - - - __ F_ --- -_ - - - ___:_r, - - I - �_. L z "W "N 4 _,IE,:=,e I Nd A�, .7; Am, ­' , '' I : ­7� ..v IN, ­ t r, I �!" �Icj; ilEf­ - __ _ 1� . i :[ - __ , � I ­__=;_1 1: I � i � ----- -- __ ..... I . ... .. � ....... _ __. __ � _._­ ... ­­_­­"_ __,___­ � ­­­ � � ­ -----,--- ___.. .J ___tL I _0­�—­p.i!! . �, - ----I 11 . I I I ... ;mE� ....... ..4_..��:i=y R.IROD.t�L.C�x��%,!ILU,bM,iLNAU,X)KT"Nm, l"I'matz z 2.2JEST RePORTS. Lil otiftle, lMJAA0,0Ak1!ra5ftEWQEn0 rtdofiarulamd ur�-ar,'55TD, � 2-09,MiAridwd as Pat 3=600 I 609 � i Z of the Flol Ida Iftil"Wiro Code Uniformstallcinan-asper - � - SOC114" 11mi-AX3, perASTM E-33& Test reports CrapAreff W AivitA6-1ffn Testill - Lab af Soath Flor . Report � Q81 4 W �s halind 031 1,11 1102, )ll n elial ter, vVilliam r " P Mariner. RIE_ &nrllt Imsoril F`,E WEI HorwrlirHattem. F,EL taw Report No :� 1q.oi-na ­ , dated February 25, 2-100, glared and seal by Ed -undo .-,jaes;wd , P-E- and Henry Hattem PE, Large missile impact *no nyclic in,I�Iirl � ;nF,,ila TAS 20 I 16, 2I­_ il Pet sw1fon 'I 509� 1�2 of thme Flarlds , e no-, prol- �� Suildfreli Col Tom Report Drapaxed hy Arneirean TeAlIng Lab a' South. Fkl - Pepor, Alin- 1123,04 - ­0, datoc toovetriwo, 23. 2011L signod, and -eated by julo E, - _�P.,-�l P E -1-1 �: I- r to r trn 110P011, NO 90M, 1 96 by QC 4'etalluimml Mr. ,rlatmi Moll 13� 200u� � ___ �� - Ell f 0 5,63led by Frank Grain. P-E� A% Pit' ASTU E-8 and Tanana Tl ax - - _ r - v QC Ellcfaqwgi�za' Rel No, 10M *318. d*10,1 Decorntial I � 2010 mogned Af��:� Si-sted qyJony jackitommul, PIE I an tmor ASThl E R= . 2.3, STR:J-U-UR,r�Lr=NC4NEEPiNO-CALQULATMM- on 24 Gne Gaivar6own Stel Storm priml for meatial p- ral le ,t19C �� de*n - , , ovid lead. davoell oc- �ii,�)i*�mam��indiorvacing&,�s�,4z"vr-�wrd��)�*lat4 partial I ,-,�Mqlnl baced,011r, tationa� aA6 eogNipo,N­�,�0116,* analysis, al m xcicrjrdam�a with *64tfl 1604 of time F-lorldlit Suill Code. aialcviar�oris qmpared by Tjjteco� lill dated 12115flO and 0l (for this mvistiont. lipned and s6MM by Waft r A T)l01,Jr_ P E 1-MMU-IMPACT RESISTANCE* Larl. misailo impact under section 1609� 1 ��i O(Rlu Fkir ila 5�jildinq Code, �os per , SS TD t 2-92 Standmil TAS 20 1 � 4,WND_L_0AU$__fM:§13_T ,ANCC� 24 Gagat Gmnity*1mized Steel Storm Panel has beenveriflodto sustailn itidrid press4insa,, W x0falm pantal length shall bis as indicated on sheets 3, 9, 10, I 1, 12 am 17 of 18 of Product Evaluation Dolcumen, (F E 0.). drawino No. 20-175, WtWmum Amehor SrA,cingartall b0 AS 414tated on stioalsi S. 9, 10, 11, 13 thri 16 ralill �tt of 18, ol Froducs Ei,�,AJ4��,18ti�.-ir�'�'�l,(���qAo,i,l,o!rll�I IP ... F.D.), Orawing No. 20�175. " , 24 Gai Grilimarilzintl Steel Storm Panim has heon v,Aflf�e;f,f&x colde comfoall lip work at a non-parous glorm shohe( ai�sambly, as W SST0 12-N Standard. ­ - E � - I 'I,- - , - - - ,A1 EN - _­,!�, , �� __ . Ar �. - -I ,,,�- � i,- , -- - , I - .,, , , I 1� � t:�rl,I , ","ariv � I "I'll "I � x .1 . I r'-_ - I,: I * 1* __ /�4 III I I I I �` -_ SUTEE OF .', � _31- - . $- -, . !�� N2'- Im", o sia !A, - � -;A s, "l � � - - - � 1�0 SO 9YALUMU', H #:JnR)_.N", ,*!�" 5_114MLLATTO-M In stakallol Shall tift perNturand 0tuttly in acolDNartills, wan dalbi:111 indicated an - - - C'. � M � - shisec 3 thru 8- 112 thru 1. of I 8� 01IFTodu 'Evalualion Doctortl (P.E-04, drawbrillNe.20-4?$ Kininsum separation lit 'Oral chair be *v;^diN�-dl*­' an - � - sheets 3, 5, 1-:4. 144 1'5�1 "d and "l 8 Orl 6, rif �0�modiuvt V'slisluatilain Docurnem W, E n K drawing No. 20-T-m. S. MATERIAL, CHARACTERABlICS.AND SPECIFICATIONS; r i . -Shml be stiicidy ey vout,italoraw, with Garial Nties ard Cornporwinle indication on sheet � and 2 of -18. or foradmi EvaluaTion Dommant U��E.D.). driawil Nol 20-1 ,I & Allclwr speeffications sbad be an indwai an shaw, i of ia� at Prodoet Evowad, Document (P 9 0. J, drawing No. 2E617S. 7'.. WMITAMM"WCONOMNS OP Y-E f - - 71 SKaff be simueft in otowbAlarl war Gollera-i fik'Amss No- 1. a thiti '4, Ind Call orlisful I of lili of Prodtilirt Eyffluilifion Docitimom b3l,li Dj� drawing No. ifo-171l PWmed by Tiasine. ox. wro signed wnrj seated bifWaIllitir A, U14, Jr. RE. 7.2, Produld it hl not Do lastaIllod Withm 41GH VELOOTY HURRI(WIE ZONES all defined on srfmchi�ll,Ii 11%X0.2 oll the Flo, 'a i 1 A tie 4di nuilil. r x, , 7�3r Pral shall orl be Wmaheo into pol wricrote, concrete block, arl wirlod from structures Ptodud F.vakoIW-7'Atport ornpaniat by %i&K*rA- Tllttt� Jr.l, PZ (Florma, la",rr�t - No. "I fill Prim.4ant ol �Tbtl Ine, . 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I - -1 — — - - y 5, I*UoP EZ11110/111 -4*0= Cal vxuw�* 1 (0 ill cz-* (IN t-w tw Yll is r v 0 �ll violic. WO ANDIC.9141 LEY" QR_URjU__2Q1QO 1­7 HANG STQRM PANEL I N , , "' _: _�j g 14157 vxl n,� 01 6�,X, I :1lIw Tl i'll Is 14 ii� I I, Is, ''Isil Ii 1 1,11: Ij l "a ��- IAl irat Pow p4h-FUL �v Fwilc=Z �vlw -I Rq,v L', g]i !!Fi -7 ft�S A��PSEI 2nOG V_ ��MNEI Wi I Q U H ELI -WRICRETE UM Ail 0 illy, cit vow a 1 N4, F I= rip, of L S 4= So I lie M V is o H 77� 'CHZ*M 11114 W& "OVIMS0 Unauam_ EZ S�AA 3-p-_ JI IF �G=, oq 4K*� 2 -.7 1:, vim pApe Z It ALL AMERICAN SHUTI MAX UM ALLOWABLE -ERS AND GLAISS V I will 4A�,, - z4gA cw�ifl Sill ISVII 1,91ill nimcm PnEssu ENCTINCERINO EXPREISM"_ ,F 11 is +�,VHZ JUIE1.5, jig 24Qa CAIVANIZE-3 STEEI b-TORtwi PANEL 'Jill f3paouc,ri 15im*-Aen rwift jw�ffq w -to I'llill 'INJ 1A s0w* 01 W-1 ziliFh. It Wd Ill ftivilill j Impacf Revstarrce: law pr,�l u Avilm Mal- 20--slU3 1,Ail itinpr- RM—I fil ill doftwMall w. in poviftinsf foillim wo -PrAill Aha - --iowillill ii,� 4M 04 q�; I PHAIW Wwwww Ad_&#u tW 0fi- Rwm VPrNsPWNKi,0#iwjb FIL21409 Mill Load Resill Tyn fag swill deApw f"61 A" h ifil sc to ft 4 Arlipirl P--w evillwoncia omillp" ri # onsaw" ata"Nsp Pm4ocl N iAlIvi,it Ninvil Upooskilinism,14 th"I Shi Fifil �Aft owl wol 06--awa Tl wodwisJull kwimillibill viiiiiiii ter-Nikal wal Cloclumv-11 tiv sl�j sssIs� 1had OWLPA ai'mitipill pi"MI L�ksilliisirsw Dompiwtivosw *4 gkwmi�,In� amill pil"9*04ill gililgilisaoiss l;'*0,wU 0 iskloss r-jh-x Il I Limitations A Conditions of U"� Ln Wi orwof "00094 *0 %vR"%ftj-4 hu9K.14 No ti Vtnivilarwilo wok vli# PuAl ClAdip, Use, ��4&fibd EV&kimsoo r_1__4ffkw -,209, al 01 bis hh� iliNdHipposilli 911II,�,j At ii S410004" Vi ileaAred iii C�Iq --fu, 01 ivi� pf-Aluillik IASI Vilk M slr�d acx�dfiociil vowl A* wo-dkob 11, 0, Aftp.,@&,vv 4 &-A; A* riAl Nw-4, p"milimV "-wi sil a visNiAt 0 6=00 i W ii Iww;�gi at I ELEVATION -:� :,v -s � /TN TYPICAL VER I ICAL Moy IIIN 41, 3:i, Subs-lantiating Dow AN ownpiilioll* w4uh I nwirdel i"1111MMI, snolkIi Tilivok'sn"111"WIM rlIsnommp EX &A"M ON xtu_5 Daw -Ailgill; GAUVII sil vir-on pAlwa �Kwliiq A Am Niii shifill 1 -3 Mud, dwnKw Ali CA _J ptv;iwalis &f fnqAfl"4%l Elpf'll G4084 As"k4bg F�lawis 0gisi P F" i's an rilqwpst pi si WIs Tht omiliiil tpav Ppsogilissigooll 1011I 11111piP 1001"Ift �w" w4lighs PNOI Vol Hwipr'Ano z0ft s4fill T"sl ? As:ws t0@14 v:01NOLNIA And, U-0 �vqiwslp iVAr sm lt?_W lhpw MAIIJkil T&W,111"Ilp Imi: CaMill fill rl­�l "MAW Trw --jil dil r7ft" *wwars"NG Exiowss' L VERT':CA: 14OU01i 01 -- ED PANELS! -___0 SW A.— nli -i�:o 1 %54 1 1L� I alib, Fillib, WOOS I I �iv bli—ilim tv, f-41- 44 �l J$ffl `�Jsjisp J­ Jg FT - pill 11 4 j4 OP zl�I m oxii, 1.0 s R"i L L -1 II-L L _,I, Rw, wall 4,$, pir u, ro 0 ::1 1w 0 IiAir -01 1z.. i "Ni R - I 41 J1IM A, V or -AI uill, J1 T -77 0,4 A- KAI 17, V, i:14 �X Of Lu ift i2,­ J4 Ax ­iVi z z w mi OCT Pill " wat 8 - ' \V s Re evl6wA,s,,,t coMP/ia,7 I co pleted I ilill- Itb , I rovea by the 2 0 Allpe tahj- 7t, � Editii f PA230g SPAN SC MA E 1411 IMUM A110WAKU -Fmulaq ANCHOR SPACING SCHEDULE y 7- 7—, All PA'- -'r VAX ALLID'YVABLE PANEL -14 GLA' 19"1 coal mr, c"Al"rX 7 lit -jr- 2! �URATION SCHEDULE (D J Z �qtwm 40 44 11�1' S' 419 11 ill vo, 1p, V 41 -�z I " 1:11 0;1 1 1 4 - cf) ld� 'LI - A I.- %I ri P M� 1 4:1 Lri,� tj 1-4 Ali so 33, 44 ;T > 77 711. 1, IV- I'll 0 7-- � , - � , "­ - - L' � I L ­ -� - -, . "I I - — -_ i 0 - `­ .1 i .4 1 1 1 1 1 !A "_jl �4"L - - I - - tl - 416 31 X, ANCHOR NOTES: g' I till 6 �* wi+ SPAN Z "alt. -Till"ic-I rk$wtilc 0010, AA R kill , - 1 8 i I %.Lie Ai � 1, _ L - 'gyp- 'ss W94- RUst"I' 4M M!A UM IN 44. *041111716% OT&W-Mvid r-I- �*M_ �110011;`Vil` 40ill rM. i WA 4. il, 0 t V�t rANW=A W-741 �_­a "Uffs I z A A-L ki 40 L 11 .4106.10 VNIOU"Mr Mil owlt 1N1VMWw_r w"Ags, %lucM KRI WTO A'Adil -it1w Ii-, 6 A �,kl, J ur. z M 6 �i 1 9 14 91 -tia W5 VD PRAWK, Mny; QW1`14116 WAY rill -ULD SrPAP:Al7_V.NN NOML j!5­ r-fit 1;, - , Lou 11 GH, AS All Al PIKE* T* Pirwl M W.Til Fill r1pp Sze COYA in I till NWil VAO �t*lfto F%LKPPX 714, siml Z "TVA Or WAMAL 4* ill I io .7 f Willil cc A 1� i -*I T Ur p All 0 ko A elwW N r CV; 'A. 0. CA. 1A I UVI Tw. 'ARA' 1: "Ail 14! Lu �j 41543 2 C-3 IS43 20-- 2� < j60;;s 'NsK_ < SHEET NO. bm 1-5 THESE DETAILS ARE GENERIC AND fIACAN'll SHOW GENEMAEL 1FLNSi-ilNG ANDI ERPROOFING METHODS TO BE USEO� -34, OEMENI I, PLASTER i'M OK 12 M11, of Ckkil 510NRY IN: NX` X EXT146ME F&AT"Fli 1) SrALANT A 4),-5FN ANT,101i 1001018 Ll K T 0 QU T'StU Ell <* E wililli aue$ � 1, Ell —2) SEM-ANT "NT F�)SFAI, ANT il, lil INSIDF I or WON011i AILJCX ACi WINIXJW BUCK 10 EXT END 10 Willpilim-w'! FRAME MA$ONW AFIAO-1 M E -:EE-­cf_ ffjl'I:OMFoaAL I FIFAD ORMIll AN r) VAN, 31 SEALANT1401oVill FRA I WINDOW SUCK AU THE WAY 1YROUND. INCLUDINQ Bill �IIS 061-05 GMU INSTALLATION 6 POI NTBUCK AND FENESTRATION INST ALLATIONI AND INTERFACE APPACSEl 51, WATI il APPROVEID HOUSEWW STRUCT At ATH TON 7RACK 2.5 3l'4" G&AAENT rh-AVFR 12 Ma (tilin) li �;A� r X-rPrw ARF1I30V[­7U-- FLAWING TAP Al ANT SOCKET WITH I lbat), APPROVE 1) SEAll S S06-02MINDOW FIN INTERFACEWITH EXTRUDED SHOULDER WFAI BARMER WFATl l/E BARRIER LARILYSECURF SELF�AOHEPED Fli-ASHIN4 SHLATHING ftY1APOlNG,0MVN OVF R RAM.10 ST ANEn P 'EVALL 16 Irv. E ER W A 1'H, R'ESiSIT11VEE 13,4PRIER SrAl TOPS OF JC Af UNUi bilitclKINKi (ISFIF Di 101l ED FLASHINIC, I 1EAD FLASHING 71E-IN INSMUXTIONS' 1� C­ut,,fl;E1d up 10A terripisradly secure vieatho resistive barrier. above header to allow for fiRshing �:nstRlull 2. plus bead fla:;l urwer Weather resistplEe bairl 3, Fold Weather resistive 0arriel bacY. Oil lwad h 2 flashim anti seal with tarie Sall 114TS SELF -ADHERED li ASHING FLANGED WINDOW WPM FLASHING INSTALILATION AFTER WEATHER RESLISll BARRIER EXT CRJOA V-11CATHING "tFIE" ro I FG"I'll(Al LF I I FIR ON CHEMWAL StLir-ADHERCO FLASr"i --n Do NOT CLASH ^VF-R BOTTOM NkiLeiG F: it ANG SFLI,­-ADi+L1RLL)l I-LAS11ING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHINUSTI UCCU PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Rka,fer to the number marked as in each detail that corresponds to the nurnt),areO items in the list of instructions Uelow, 1, Install self -adhered flashing in order as shown by num-bers, ing 2. Install flashing and weather resistive baiirTier to form water Sheddi laps Self -adhered flashing cal be substituted for buldi: g paper I in 4i Split the release paper using the ripcord (Split release on demand, ernbedl in the adhesive layer,) �- for ease of installation and to minimi7e sconna cuts 5,� Remove all release paper per standard installation instructions and adhere to substrate using a squalle piece of flashing rna�ef ial (6" x 6" Minimum) 6, Fold as shown by arrows 7, Angle of corner may vary, adilust folding of the flashing -cordin, ly to ac g fit tight to corner 9- Merhanicaltv fastil as nece-ssary S�ELLF-ADHERED FLAMING DECKJOIST 91 cmu 4" OR r CMU (PEP -REAT DEPTI- FILL YIEITH GROUT 2x FRAMEWALL TILE FINISH ---- 112"DUR0,CK--­--- WILF AUNFRIED FI,AXMINT'� 2 8 f N 8 MIKE, E VA WP07 1`4" PER PLAN 1'-0" PER PLAN -4, A A Ht f 1i EV11�111 RARli SELF�ADEEEIERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A V4'- I' BEAD OF GONSTR ADRI:ZWETO BEAPKIED UNDER THRIFSHOLE) OF DOOR AND i UP JAMU 1i USE LQUID NAIL BRAll t wir ATl l PROOr r.41)J IRP I U ort rrim NO, SECTM-A (SEE DETAtL SFLF-ADHFRFD ASHINU SEAL TOPS OF ii VNIEELft (SEE DETAft, Eill 5ELF ADHIER (.-D SELF -ADHERED FLASHING EXTE11i DOOR VVIJr�H DECK -ADHERED FLASHING SELF ( 1 �_'Jl S 10) L. C 0 f i NE R z z < a. w UJI CC Ir _< LU W :S7 (_n 0 :T__ WA WE FLASHING REQUIREMENTS uull 4 1 ZQ11l 4- NfNu IrSI-WPE 12.0 in provide the- building with a weather -resistant exterior wall envelope. The exte or wall envelope sh all 0.3in R703_1 General. Exterior walls shall R-6 C171 30.5 Cirri include. flashingess described in Section R703 4� k BF,Ilill) OF CONSTRr ADHESIVE TOO BE APPLIED UNDER S LE LF-ADHERED F1 SHEN R OLD THRESH,, DOOR AND IN 1,11P,JAMID li USE LIQUID R /`013 A I Water resistance The exterior wall envelope siall be designed and constructed in a manner, that prevents the accumulation of water NA L S H'A 14 IJ OR b UUAL WLA IF H b H F X T E R 0 R n Pi F �AUI KING Hill within t'- e wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of- ClEllil FIN, . . . . . ..... draining to the exterior water that penetrates the exterior cladding, _S1 F-Alkill-Rf-D ki ASHINU Bi 111-DiNG PAPER WIRE LATti R703.2 Waterl re sisfive barrier, One layer of Ncl� '15 asphalt felt, free from holes and breaks, corriplyl with ASTM D226. for Type 1 felt or other hing s approved water -resistive barrier shall be applied over Studs or sheati of all exterior walls No. 15 a phalt felt Shall be applied horizontally., with the upper layer lapped over the lower layer not less than 2 inches. Where JEoints occlur, felt shall be larn ped riot less than 6 inches- Other approved materials shall be installed in accordance with the water-ro--istive barrier manufacturees installation insiru The Ill Sasphalt felt or other approved water-reslistive barrier material shall be continuous 'to the top of walls and terrninated at penetrations and building nifill JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R7037.3 Walter -resistive barriers lillfater-resishve ball shall be installed as required in 'Sraction R7032 and, where applied overwood-based E_ I sheathing, shil includea, water-resistivi4 vapor-p*rmili_ ba(l with a pilerfornn-anwe al 1"_st illiquivaJent ii layll of0rall Opaper- The (2 in-4ividual ;aiers shall be- installed independently such that each layer provides a separate continuous plane and any flashiN aile d i n accordallince with Section R703A) intended to drain to the water -resistive barriler isidirected between the. layers, SELF -ADHERED FLASHING WP02 CEM�T. FINISH SILL! POTSHELF1 CHIMNEY SHOULDER WP03 Exceptillon: Whiere the lAratelE-resistive bairrier that is applied over wood -based sheathing has al -water, resistance eqUai 10 or greater than that of 60-minute Grade D paper and is separated from the stucr_z by -an intervemIl substantiality inionwater4tisorbing layer oll designied drainage space, IS CHANICAl FASTER il RUBBERIZED ASIP'll i IN MIR NSTALL SELS-ADHERf ASPHAILT ADHESIVE I �i Hill l�,)uurl!lil E1 P_ -ADHORED d flexibleflas: ing, shall be applied &SHINEZ JAMB R7103.4 Flashill Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically altacheal :h ASH ING L SaF4DLir_RED_ FL"iNG— F hingle-lEashion or rdance With the manufacturerl's instructions- Metal flas] ing shall be CorroIsion istant, Fliuid-applied membranes the mai,iufaleturer's!ii,istructions. Ail flashleiig shatlI be applied in a manner to prevent the t�, XTAk'�',, 11 ul as flashing shall be applied in accordaill with SCORED framing co, mporients. i entry of water into tne wall cavity or penetration of water to the building structural RELEASE PAFl Self -adhered membranes used as feshingshall comply livith AAJt-AA 711, All exterior fenestration products shall be sealed at the juncture With MlM �� ��-LfXNU. UCURL the bulding wall With a sealant complying with AAMM 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RCCEA15F PAPCA TC EXPCISC CXTCN0ANl1NAh1QM An 14�wv-r A5� 501(,-Ool coritraction, ASTIVIC11 281, AAMA 812, or other approved standard as, appropriate for the type of sealant. Fluid-appiled membranes used as __ - From C-F fiashirmw in exterior walls shall comply with AAMA 714- The flashing shall extend to the surface- of the exterior wall firtish, Approved flashings, 7� - - — - shall be installed at the follow ng locations door 0: 1. I.Exterior window and door oplenin�gs. Rashing at exterior" Window arild P !shall extend to the surface of the exterior wall -A lecharif ith Section 703,'! finish or to the water -resistive barner complying w 2 for subsequent Orainage, lilit cally attached flexible flashings shall comply, with AAll 71.22. Flashing at exterior windorivand door openings shall be installed in alc=rdance with one or mort of the �u (21 following: z The fenestration rnanUfaCtUrer'S installation and flashing instructions, or for applications not addressed in the, fenestration, manufacturer's instructions, in accordance with the flashing manufacturees instructions, Where flashing instructions or details are 4 not provideal, pan flashing, shall' be installedat the sill of exteri-or window and dii openings,,: n flashing shall be, sealed or sloped in such a manner as to difect water to the surface of the exterior wall finish or to the -1 ater resistive barrier for sub equent drainage,, Openings using pan flashing shall incorporate flashing or protection at the head and sides, 1_2 1 2. In accordance with the flashing des n or method of a registeril 1-9 =.esign professional. SELF -ADHERED FLASHING -1 3, 1 1 In acrordance, with other appriSEEill methods 14 In accorda WPO5 INSIDE CORNER WPOG - nce with FMAJAAMA 100, FMk-AAfw4A 200. FMA_1VVDK4_A 2513, Fk-1AJAA!ii1AJ WDMA 300 or FIVA/AAMAWD MA 400. 2. At the intersection of chimneys or other frame or stucco walls, with: rejecting lips on both sides under ,2 masoril construction w[_h stucco owngs. oundrolowil 3.3, Urider and at the ends of masonry,wood or ri-getal coppirl and sill's. 4 y 4.Continuousl � above all projecting Wood trim. 5 51Ahere exterior porches, del or stairs attach to a wall or floor assembly of wood -frame construction. Ew P RM A. Sl ALN I f A :1 F-ADHF`RFr) FLASt ftNEO iH -RED FLASHIN-1 WP08 ERAINAGL Pl All BOND DREAKI'Vi1i WFAP OF, Wi TriF- VFRTll= RuRFAM To TOC-- CW lb LAtill AS AN AiNt BARRIER 3-117 INCH FILANGE wndutionVifil FL Er 4 THIS 13AP IS A REI�IlJl I Mill NA1l"RALW_-R -L-. DroPsCREED PLASTiC ACCES-,30ii Zill,)FFIT/CANTILE�(ER 40 lob 0 4 OCT V. 6.At wall and roof intersections- Virtual V Plall Review C sist I l bea i for C view As V l Resr 7 At built-in autters, co , 17C El v v StucicO SEU ADHERED' 1-iA1,5"ING �SAF) DRAINAG-1 i ANF i WFATHF4 Rf7SKST ANT MARI'll rVil A rl(�NDB`ll Villi WO RFS1,,`IE:7A1Nr RAll Sr F rURAING IS,r) tAT1i I PLAISTl Ali RY SHEATMAIG.'06W, PLYWOOD, 0ENSGLAS$ — ------ ��=3 161RUVIURAL Stitz:ATHIl KANE Wil li - Wl .,,V LATIA V!zA 7ml- BACKER RQU is FINISH Coment0laster in accomanii withs ASTIVIC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. DR' Cement Piaster mplialice . pleted . Wi all aPproved b_y Debra 4, the 2020 FsC 7th Edit, e Klahr PX230, 718" Cement Plastelt in accordance vil AS1MC926 �Feft backed metal lathe in accordance with ASTMC 1063 Building Papeir 71 16 11 0. S 6. Stampede or similar cauk bottoni join )nly Weep �Screed Instailed As Pe.- marruril 'Si all 1,02" Ceirrientitious Demativa- Finish All inside and (Xitsidecomer Will need to be ini cut and caulked all butt joiints nel Rad to becaulked usina Stampede or Sill caulk for all