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Home My WebLink About6330 Beverly Hills DrIL :.c ABBREVIATIONS RECEIVer) ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT AUG 1 8 YOY� ALUM - ALUMINUM CONDITIONING AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE `"`�+► �„�.,_,_ BFE - BASE FLOOD ELEVATION �. BM -BEAM BILK -BLOCK BLDG - BUILDING BRD -BOARD BRIG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONIC -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 FIG - 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 SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF VWVM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER l 1 NT ELEV NUMBER = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT ARROW SHOWS SCHEDULE DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER 5 ARROW SHOWS O PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER ETERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER ;SHEET 1 ELEV NUMBER NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDU E 4 A15 2 ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER 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 0 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 0 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS JUN 1 1 2022 VI'7TUAL REVIEW ASSIST `.''irWal Review Assist, Inc. PIUns Review completed and approved for cocrpli,nce with the 2020 FBC 7th F-dition by Debra Arne 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 PRE -VENT 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. N N Co N LO O 00 z w 2 O w 0 z 0 E >` `'' U %` M b •F'„ oi W w L O S mQ s p'� f' w Q� 0O �.r> c W Lv.. W W 0 L'i W vi wp�- ~z< o_ W o � 5aaW-�:Ww _I �U)WZ 0 0 ZoJ nx< LLwwZxa�_— wmZ: Ix_' 1 )OZ� i W- O�a<<�w6IL F—� ow oQ o 0 oQ<X ILLE LL O O Z W 0 �.. U) ti �M f-O QU)M� zU) LL_ti W I— a ce) Z U F_ W W (O co N N o0000 N N N N N O 1 r N -0a O O O O r- N O N O i I 1 z O ,^ V , Fn W > o o N O 6 o 4 o 6 ; i + ' i d' 1 00 � U) } Z z ¢z O �/J w 0) O W a00 U U U 0 .0 r Z a -a Of H Ln = m=W L E-F-0 0 N ZAM . . W 2 < �M N 0 r ` zwo gZLL x Z v Z �Z �� OV 0 L. M� W z CSz W(D 0 N LAST PLOT DATE April 13, 2022 z� 0 J COVER SHEET L 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 (rYP) CM LO 0 v 0 ;r O st 9 J F_ IT M 0 ;t 0 v 0 0 v 0 v w IN ELEV. (-) 0'- U aao = U r H -o`o a r ELEV L (-) 0'-3.112" S3 8'-8" 6 -0 15 -4 2'-10" T-0" T-2" 5'-4" 3'-4" T-6 3/8" T-10" 2'-5 5/8" 2'-6" ( Ot o I A 2,-0„ in g HB _ DI a 135ID 100 ID xn� 2 I D � � c� ^GG S3� S3 13'-2 3/8" � BRG WALL (V J _ O , cn co of m I I — 13 I 13 GG I IW I S3 I o � -- I L D- J 13 I C.J. z —-------- — --- 14 o B 15'-5" SINK \ ELEC L a n -------1------- - I _ _ _ _ _ _ _ _ _ _ _ I F ---------- 1to _ 0 II II II II II II I II I O �I I l 6-2 3/4„ Cl O SHWR 5 ii o I I c0 111 - z I O "OZ�-- I - - --- 4 II !} -v r - q 14'-6" REF 1 i ofin CC I °' ' u') II i o S3 I 4' .2 5/8" i i 6 � v=i WALL -- 13IIIIiI Co- It -L-L �—BRG DG BOLLARD S D III 1� C.J. P ELEV. 001- 8N 0 IIII �0 SJE 00 -1 CC o liaQ S3 B � I I 13 ui m I I 0 0 N — C.J. — — Q 9'-10 7/8" 9,-4„ Z I^ co 00 I I SEE DETAIL D/S3 I B 1 FOR FRAME WALL — 13 L TO CMU i I o CONNECTIONS v I o 00 0 13 00 I o I — I U J S3 3'-0" V-11" 3'-5" B I A 8" I 3 HB -o v A M O C 10602323 iv 101 C 8'-8" 16'-0" 1'-4" 10'-0" 20'-0" 30'-0" FOUNDATION PLAN (ELEVATION A 1 /4" = 1'-0" FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 1 = 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 m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 30 1-1/2" DP X 13" WIDE RECESS 40 ICE MAKER LINE O SINK - KITCHEN 60 REF 70 WASHER O W/H O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ H174 ON BOTTOM O FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8, x 8 DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY MONO FTG 16" x 12" DP (2) #5s CONT. JUN i 1 202 VIRTUAL REVIEW ASSIST Virtual Review Assiseted and ap ved Plans Review comp for compliance with the 2020 Px2300 Edition by Debra Anne K N N. LO 00 0 — ' LO v 'A, � Q fl 4.:�., .•.. O W 0 z Q r? U C" ) � m InM'rNi o°M [ O u c .� O S � Q t U 'O •� N t3 2. W 0_�' H N C EM L. o C) rz, a 0 a U� W�Ojm w W� W J W2DO Q H F- J<p3�<LLUOLLJO Q gwR16ZOR00mZz�U J — 00 (� O Z IA wWa.WW W 1 xQ�WJ w fA J;aap W Q�Z W z WO00_ U- OW ��F- 2 Q Q OQ o 0 oQ F-Q LL O Z W O�_ -3 co O Q u) M � �i/)-ti z f—WO_M QO < >- < Z U W J O co I I ; N o0000 N O � M M a`— O r-• O O I � ' z O CDW LO > o 0 N 0 M 0 `d' 0; to i 1 QZ W O W zz c00 0 V UUU O OrLj -� z a —a a F-W fflftw F- 1.- O N zo= a~? . . N O ZWO �- r- U g Z LL Z aZ ct 3e. Z OV a _0 m z Z W W J N LAST PLOT DATE - - April 13, 2022 Z 0 J MONO FOUNDATION PLAN A <V N N J v� Lo W 0 7 5/8" ao HU28-2- °O v 0 w HQ IE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONIC 30'-0" OVERALL 14'-4" 10'-4" 6-4" 30'-0" 2'-10" 24'4" 2'-10" 42"X42" AC PAD, SEE SHEET SN1 40 Ik FOR AC UNIT (2)2X6 HEADER HOLD DOWN 3 1/2" 2'-0" SE M S6 - TYP. t SH 25 00 HD AT 6'-8" "' EGRESS 111, �HB SH 25 2ND FLOOR SH 25 HD AT T-3" WINDOWS D AT 7'-; EGRESS v a IEGRESS Ow Mw I.. BEDROOM #2 ►., _ 1 1 •, ., /101,♦� 2068 #0 • N.A • .. 10111W ►�4 j0 ►:, I, I� ►� , �, ♦ _ ►��1 (; PANTRY ►�/[B.U.C. �� ►♦,■/ ', :1•Ii1:.i• 1.11.11••1 �illrr.rrr �, rrr,•l,•rlr.�r ii�•iiii••' •11•rr'1•r•,�•r.•rr•rr.rlr•.r.lr.l.rllr.lrr%�. �, 'BRG WALL UMN BELOW BOLLARD 1 MIN FIRE RATED / D•• ►, z; /STRIPin .� i n �� Q/S4 TWO CAR GARAGE INSULATEDEE ►�I� BRG WALL in cm in ►.� ♦� I MEMOLINE ® �. F GARAGE IN •POSTZ • F.� ►�' - FOR - TO0541 CMU CONNECTIONS 1/234 TEMP. LASS TIE BEAMAhTIE BEAM 7 ♦ 1 1 i 16070 . ♦' �,ll` P Pa ��j►� 1 • F STRUCTURE -• • - 1 1 �-(2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1 1-011 7 5/8" Zx8 -IEADER SEE Q/S, 4 12" OP SH 7 5/8" 113 IT TIE A �60 w F- 0 cF) LO 0 QO N N 8" EXT FRAME WALL -� jti?LTJ ; : �ititltititltltltitititltititit/'►titltltifitltiTiti itltititifltitl tltitiTitltit LTiti?iTititiTi?it1t111tiTit�tlTif1ti11ti?iTiT1TiTLtlliTi� - ' �; lTititj+ #4 BEDROOMBEDROOM 10'-3" : 1 1 zo �13'-0" ..: ..: 1 '•' zo / ~i ATTIC _ Cn 1 LOFT 1 1 1 O,LOW 04 WALL - -' F • SHOWER / .. •D: iimmua •�ii�0� • BATH••. ;• I IMaui �, • � •ITB �♦ • •• • -SUITE F_ �♦ • r ••RAILING 1 1 •� �• 1 • •♦- i i i �tltltititltl ; ; 1?ltoatlt (2)2X6 HEADER SH 1/2 34 .• T .� • AT 7'-3" 2ND ••- WINDOWSFRAME WALL = MST'►, • 36 STRAPS ti • FLOOR RlTiTlTiTiTit; :lrii�T1T/TKitay", TRUSS BELOW �TLTitlTltitititltlt/t.: _: TiTlTltita'.Z1TlTltltl"; /1 -. SH 25 SH 25 , EGRESS 1 1 1 1 CANTILEVER 30'-0" vi SECOND FLOOR PLAN - ELEVATION A 1 /411 = 1 1-011 INSULATION REQ: GENERAL NOTES: LOCATION R-VALUE / TYPE ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL EXT CONIC WALL R-4.1 HIGH PERM FIN AWAY FROM WINDOW FRAME. EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED VERIFY ALL WINDOW AND DOOR ROUGH OPENING CONDITIONED CEILING R-30 BLOWN -IN SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. (INSTALL BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED INSTALL RND DRYWALL BEADS AT HORIZ & VERT (GARAGE/LIVING) CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45" UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. -4" 0 N -4" 0 M 0 -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW ,I 'AT 18'. 0 co 0 JUN t 1 2 2 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. F��vie,N completed and ap ved .. ;fh `he 2020 FBC 7th -7d,tion by ueura Anne Klahr PX2300 TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. 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 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO 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) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 TOTAL SQ FT 3043 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT.-� SEE FOUNDATION PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL N.T.S. 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 1 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 1 OD NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. N o N `?��, • o L0 ¢ w w 0 z ^, LO E K o W L .gy p �M0 m (� � N N cIi V -0 2 i, :2} O 2 - •tom O^ < w Qv o >r. o Ec m W //�^ W �LLI l: w0LU ~ ►-Q Lu _j Q � zof z 3: w O LLZ. of < Q U F- Q d X J W w O D ZOWOO�mZ� J O U O Z rj)LLI cn a vn w w V5 W ¢ QLL W O H Z Y O _, Q p Q o o¢ZLL oQ 0 �-¢u O Z 04 O� j�o 0 � `M O CLU)LL'�t M Z U Z ?> W wo J � . I r . N o0000 r T N N N N M Q 00 O 0) o O e- N O N o I ' ' z LO w > N M 'IT to I i co cr �/'� zZ VJ Qz w O W 10OS CF)O U � U " � owo Q Z " 0- Q Ln = w mit: W N W zoi . . QF-D N p zwo r Q Z V gwLL u_ z � Z F- OU a _p m Z A2 z w W co 0 N LAST PLOT DATE . . April 13, 2022 z O 1 ST & 2ND FLOOR PLAN A 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL \ \ 42" H. SLOPED LOW WALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 2 SHALL HAVE WALLS, UNDER A3 STAIRS SURFACE AND ANY / -- — SOFFIT PROTECTED ON ( ' THE ENCLOSED SIDE WITH I 1/2" GYPSUM BOARD. FBCR I 302.7 STAIR SECTION 1 /2„ = 1'-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 �fj 10" dj" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER - STAIR DETAIL 1 /411 = 1'-011 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING \/7 JUN 1 1 2jpd VIRTUAL REVIEW ASSIST Review Assist, Inc.Plan` Review completed and a for compliance v/ith the 2020 FBC 7th Edition by Debra Arne Klahr PX2300 N N O 1 CO 00 p w 0 z Q E O L '0 cM �MN N V -0° = E 6 t o } v �s U < .N w Qv W L 0O E w ,W H W J W2O -O - wQz� z QU F- QJ0i';UDOO dXo�O�0 ow°�oZoWoomzce zE J~Z Q 0-au5Ww�noWQOZ QO -wQy) wmua oW oW MW aLL z�¢QQLL¢ a O LL 1 Z W o� M O Q M 2U)�ti z < W < u� F-WCL(M W (L 2 qT o Z V F- W W JC:) 0 C� ;e N N QQQQQ N N N N F- �_ M C7 W 0 M 0 O N 0 N 0 E 1 ' z O U ,^ L�1 t/• w � o �- 0 N 0 CM 0 'i 0 'i I V ' Cr 00 ') zZ v a z w O - 0 W WOO wU U U Lo O =)zj_ o Or Z ' a- �� F- W Q � C9 °°F-2 N 0 ZOM W <F-=) . 04 Q O gWW z z a COz Z M< 00 z A3 z z w W J O N LAST PLOT DATE Z04-0 O J STAIR DETAILS '4 FLOOR FRAMING PLAN (ELEV A. 1 /4„ = 1'-019 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS c iY tiV1 CJ1 o CJ3 F_ CJ5 0 N 0 b N CJ5A 0 CJ3A CJ1A ~�~ 00 0 r ROOF FRAMING PLAN (ELEV A.) 1 /411 = 1'-011 SHINGLE ROOF 12 12 12 01HEEL= 3 5/16"_PLUMB CUT V. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) JUN 1 1 Z022 ASSIST (iew Assist, Inc. ew completed a pproved o ,rA vi/ith the 2020 FBC 7th Klahr PX2300 SHINGLE ROOF 51 12 12 HEEL= 4 1/16" � 0[_ PLUMB CUT — 2X4 12" CO TRUSS HELD BACK 3/4" PLYWOOD /— 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"I A.F.F. 1 V-0 5/1 LABELED END MARK REFER TO ENG. PACK FOR CONNECTION CJ5 1 CJ3 U CJ1 V) U oil 11 6" . 1. 2--0" 1. 2'-0" I. TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 3U BY THE PEAK I CONSULT BCSI -B1 30'Spanlorless 60 degrees or less 30' to 60' 1 112 I r� 2!3 to 1/2 line span aDProX• Ta line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' G.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live Iload. FLOOR LOADING SCHEDULE CLL = 40 PSF T CDL = 10 PSF CDL = 5 PSF OTAL = 55 PSFF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. �r 1 - 00MOZ/� .��0010, LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 RB01 REV LOAD FOR ACCTG HMT 4/13/16 RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3 1318 RE01 ADDEDE7(IRAVFATONFLR1RlI55ES@EX1BtI0RWALLS ARZ RF01 Rev hangers,drop FG 's 114',Wd cud garage rdgJE J12/17/1 RG01 REVISEDLOADING ON FTG5 ARZ CARPENTER -] CONTRACTORS �a OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC: OTC LOT BLOCK (7ESIGNER PAGE SLC DATE 1 06/11/15 1 LAN# SCALE N317638R 1 4 11=1' N V) �:• U') O ao _,�� - - _ '' Y W S1 6 FAAl C O 0 w 0 z a E > 0 ; D �M� N Vi V �°� « M a) E7 .O 2 8 w.g a a �V) w Q� U N C n` W L 0E o � a _0 W 0 W w Wl,_ W J W 2 F- o I-¢ X 2 _j X zW 2'O:� z it Q U Z) H i- J�O>X<U_V00J_O <ax zOLL0zi00,- — Cyu)xW ZoWoir z:) U) O Z W W W � CL 0 W W 0_ Q Q<a0WQ-zWz � J a. LL. ow 2 I-- 2 W O oW o oQz9¢ ¢ LL¢ O F- Q LL iR Z CV OW H ��o I��cMr` Q LO ti W I—WM Z V Wz Wo J O � I r I i I N O N O N O N N N N !Z4 N N Q N N N N N Il- O r V) ` M N r O 00 O O O O — N O N O Z O wo 0 N o c+i O 4 o 6 I I i Cr CO }Z z U) az w O O W U Woo VUFn Lo - = 5; ow- 0 Z a�a wLn Q Cali;t Ln o [V o zo= W <I-� . N O ZWO U gZLL Z �z Z �� U < 00 W a. z A4 z w Wr*_ J C0 0 N LAST PLOT DATE M M April 13, 2022 - z O J FRAMING PLANS A N - CO (D 2 LBS. EPS FOAM 1 1/2" 5 BRACKET DETAIL 1 -1- N 0 2 LBS. EPS q FOAM 2 1/2" 6 BRACKET DETAIL 1 -1- f 1 1/2" 7 2 LBS. EPS---,,, FOAM O CV 4" 4" 4" 4" 1" 1'-4 VD W DETAIL 11 = 1-nil ROOF FINISH PER ELEVATION 12 15 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 8 OSOFFIT DETAIL Aia _1 w-ni, ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 4 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 DETAIL 9SOFFIT `e 4"X1" THICK SMOOTH 4" STUCCO BAND —� 10 Iial; 1 11 611 7"X1" THICK SMOOTH STUCCO BAND —� a C C 10" 12" X 1 1/4" THICK SMOOTH STUCCO BAND _--3 1/2" SMOOTH STUCCO FINISH ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME - CASING BEAD W/ WEEPS PERMA WRAP COLUMN OVER FLASHING OR EQUAL ELEV AT 1 V-0" 2ND FLOOR FF 1" i" \ „ ELEV AT 8'-8" 4" SMOOTH STUCCO FINISH T.O.M. 6" SMOOTH STUCCO SHINGL E`/ OVER CMU ROOF 1,4„ 12 qia11= 1 1_nll �ia11= � 1_nll 5/8" SMOOTH STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF -5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 2"X2" THICK PAINTED RAISED TRIM BAND 04 6"X1" THICK PAINTED in RAISED TRIM BAND 5/8" STUCCO OVER it CMU 1 C9 iv ELEV AT 0'-0" FIRST FLOOR FF ASSUM D r! lip THICK TED RAISED BAND PAINTED =D TRIM FRONT ELEVATION A 1 /411 — 1'-011 SHINGLE ROOF -� 12 51 .In._ .�■iu�l�nl■�. .�I�III. _..._ _..111■11... .elim■I■lu■i■lu■I■uW■uui..m*e '1111■I1111■I1111■I1111■I1111■ ' ' �liil �I�iu i�iliuiliu I�I�I�II�I�IUI� 1 A5 z ~ DRIP "V" SCREED, OIL ILL I I BAT AND BOTTOM OF N = I 5 � 5 5 �— WEEP SCREED, TYP. 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AND PAD 5/8" °O t° STUCCO * zo ON CMU ELEV AT 0'-0" 1ST FLOOR FF REAR lllllELEVATION A 1 /8It = 1 '-011 12 51 4' OFF RIDGE VENT SHINGLE ROOF ■ 1111■I1111■11111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■11111■I1111■I1111■I1111■11111■I1111■I1111■I1111■I1111■11111■I1111■I11■I` II1111■I1111■I111I■I1111■I1111■I1111■I1111■I1111■I1111■I1111■I1111■II111■I1111■I1111■I1111■I1111■I1111■I11/1■I1111■I1111■I1111■I1111■I1111■I1111■11.., ' ' I�III■I�III■I�111■I�IIIII�11111�111■I�IIIII�IO■I�111■1�111■I�IO■I�IIIII�III■I�111■1�111■I�III■I�11111�111■uuul�lun�lu■uunl�uulnu■��m IL. 1 • 1 1 • ..I • ■ �.. ..Iilululull■IIIII■11111■IIII'LIIIII■IIIII■IIIII■IIIII■IIIIi._ ..II�IIIII■Ir111■IIIII■IIIII■Ilt.,_....,_..111■11111■IIIII■IIIII■IIIII�h... ilall■IIIII■IIIII■IIIII■IIIII■Iu11■IIIII■lull■IIIII■IIIII■IIIII■IIIII■IIIIIi�:�liiiin�ln_ - • • d111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIIi��il�lll�l■i '1�IIIII�IIIII 1 �IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■11111■III/I■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII■IIIII■IIIII■II.:�IIIII■IIIIIi:�111■III �11■I�111■I�111■I�III■I�111■I�111■I�111■I�111■I�111■I�IIIII�111■1�111■1�111■I�111■I�111■I�111■I�11111�111■I�III■I�111■I�111■I�III■i►.:•�irn.��ri..�ru 1 ■ LEFT ELEVATION A 1/8 If = 1'-011 9'-8" 16'-4" w o� 4' OFF RIDGE VEND 0 0 0 SLOPE pz pz SLOPE E5:12 -v> �t> 5:12 a77 W 04 a77 OLO W 8- N SLOPE SLOP 5. 5:12 SLOPE 5:12 ROOF PLAN A " = 1'-011 1 /8 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) V'�/\ gIj ASs�ST JUN 1 1 20 eview Assist, nc. KVed 1a ZEview completed and no a,- tor cor,� 1nce with the 2020 PX2300 Edition by pebra Anne Kla GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) - 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION RE _ 10 REQUIRED 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 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 VERTICAL B` 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 N o it. lo y LO Cle 00 to Ix -i 0 z ^, n' E � 0M 0 W L p c) S N V DO°D m° � M � .r � /1� E L t M V/ �O 20 .� } O LL, S 9 Q c) .cn .0 U uj00 N C 00 COL 0 Lu C� W2w 0 OWWr _J IY z �a �forWQO"cLLUO cy XJ,wo00a30H6z-Lw0m0 �OzV O� Z Qa Y2? y� ¢►-� aaaOWHzwzW00a 25Y Ow � z Om0 : 25 QLL aaa LLa O L.L 0 Z W O� 4 > U) q m O Q U) M U) LL ti Z U Z w w J 00 d' co I 1 I; I I 1 1 1 I N o0000 N N N N N N I� e= M M — O 0 O 0 O � N o N 0 I 1 1 I ' z O wo � r- 0 N 0 M 0 4i 0 1 CO^ U zZ ♦,/J Q z w O 0 W v ..0 0_ UU� Z Owo aFa Q wwl- V H N F- Q zo= . . N zwo Z U gz" az Z H pU _o �W - w z z z W W(O Cl N LAST PLOT DATE . April 13, 2022 z O EXTERIOR J ELEVATIONS & ROOF PLAN A A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1'-0" ELEC METER 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 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO_ FEED �— 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 JUN 1 1 6"_4 \/7 A VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. PIans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klaht PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T T SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL---,,,, :::] It r- EDZ ki�_'SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" I$= 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 -I}}- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY �6 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 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 1 48 48"CLG MNT WRAPPED FLUOR LIGHT f-"24:R 24" VANITY LIGHTING FruF36:9;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND CT 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER IM CHIMES (DELETE W/ INTERCOM) MASTER STATION -MVft;l ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER THERMOSTAT 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. E (11 L � ; o VJ Q CY) � 41 _ N N co N V D a CO u 01 W ` L p Y/ O O 8 0 g N Q U 23 w Qv C CA mo CM V V a ) W LU w W F- W, J w Q m � O Q:) JIA��UO0 JO LL U Q Q F- :�OQQz�I' 0zM�oZ¢¢ 0 WaOztR00mZ 2U 0 0 CO 0 Z ' W a j W W W F- Z LL W0 W<0 -i W< W�FOZTwamo W J a. (L Lt_ 00Of 0 D 0QZg¢ <<LL LL¢ 0 O Z CN OF_ U) ti F- M O Q (n M r- (A LL ti z W E-WM 00 < Z U F- z 3: WW J0 O I I � l I i O N N N N N N W O N N I o c� o O I ' z O Wo O o 0 6 1 I co (� Q z oW CO 6 + O W _ co UU U) Ln ~ Z owo W- Q t--I Ln I- = W a m=FtW N Zo= . . W a < :) � N O z,,00 'r--Z U _ gZILL Z �z 0 U_p a. W z z W WcoJ 0 >_11_j N LAST PLOT DATE • April 13, 2022 Z j 1 ST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS 1 /411 = 1'-011 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. J U N 1 1122 VIRTUAL kEVIEW ASSIST virtual Review Assist, Inc. Oved Plans Review completed and p for compliance v/ith the 2020 pX23 t Edition by Debra Anne Kl ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE 110V DUPLEX OUTLET AT 45" COUNTERS SHALL BE SPLIT 110V DUPLEX OUTLET AT 12" - TOP PLUG IS HOT MOUNTED HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O 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 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER �8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR °U-18- UNDER CABINET 18" r-S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP — U-36 — UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:7,9 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION "IffiZI ELEC PANEL ® VACUM OUTLET AT 12" F4CEILING RETURN AIR ES A/C REGISTER ® THERMOSTAT 1311 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. l W 1. = `O 11 U 0 cMC m V) N V = Oc' u coa -" - ` M E W O 2 0 O �o Q Z U .- �N W w 10.E N C s=�? L C) 0 C) a w W� W J W m � O F- X Y Z O_ju)O�W _jO 0�2 U) 0FQQ0 0zM ¢ So zLL z0www9z0w00mz 6 OZ U) �in anww �Q _, a OO_j<<WtZWZ0/) LL W �f �W OQzis Q OW o ¢LL Q O LL O Z W O� 0 cO Q(l)M� U) 2rnza. Iti Ln F—W0-M �a2v- Z00 V Z W JC:) O CID I I 1 I N o0000 N � O ` M M N -- O Co Co O O O N O N O I I ' z O co WO O O O O M� Cr } z~ W (n Qz O z(j) `* 0 O W V 000 UVC/) � Z owo ara Q Ln = in N O zo= W Q zoo gmm wLL z az ZCC N F G p _Q m z z z w W J 0 N LAST PLOT DATE • April 13, 2022 z O I. 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 K.G/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Ys INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/7MS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/ TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 112" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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 15132" 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 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "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 includingg all risers and spray heads shall not be installed wiithin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 - Coc�ncrete overpo� U and mortar along the foundation perimeter must be removed be ore extenor sou treatment 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AInTC- 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. \/R/\ JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and proved for Compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 „� . ; '•04 04 ff% M ' Div '1 .� u7 t✓tip �%.. O LO L, it it 2 0 W lY 0 Z a U) (D W LO ^ E 011 U (' N -� to 4. c,5 r- U C) ^ U o. Q �i M E ` -= O O U o 0 °"� �Q "N W U LU Q� cOO E cn m 1r �� C7 W LLi w W W � J W m � O F Q � � z� z W0240a�aLU00F-QjQU0 Q Q V =00LuZLLLL_0z20 H cy H OmmOz0cc00mZOZ crnww zirQ�W5Zn~aYIp� LL OpO wW 0Q 0- i0iit 0 D 0y< LL Q O IL 0 � zW Z) r-.- O cM Q cf) CM � � qIT z QWQU? CM >- a�o < ZV� W W JQ 0 d- 9 I CV Oov4 o 00 0 N h M 8O M C-,i 2 o 0 CD- C) I i , z 0 LL,o o 0 C)t I I LO > N ri et• � f� ZZ ♦/J QZ W C)Z � O W U 000 UVFn O ora Z aCea ' ^ l) = W=Q L N � zot QFj . . N p zIXo Q r, V (LZR LL . Z Z 3e Q H OU O Z SNO z W J W It— N N LAST PLOT DATE . . Z O STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-V.-" LONG (314"-1" CROWN) WALL SHEATHING STAPLES C 6" O.C. VERT BETWEEN i"I MAXi 1 I I — 16GAx1-1/2" LONG (3°4"-1" GRO STUDS (NOTED THUS:—) - OFFSET I I I I I I VE STAPLES 4 6" STAPLES BETWEEN STUDS AS SHOWN 0, (NOTED INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3r4" = T-0" =DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' *'ONLY APPLIES TO LENNAR TPA'JAX*' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O O N H C G 000 a _ b 9 ' o LO a 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. 13'4" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING u W J a ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ioI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0° + + + + + 4'+ Gall +++ +++ +++ F.+++ + + + + + + +++ +++ + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + 01-' 15/32" CDX PLYWOOD OR 7/16" OSB —RIDGE LINE 140 MPH (1.1103 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 INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap FILL CELL— STD. 900 HOOK �— BOND BEAM SIMPSC w/ (22) NAILS T CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. 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 l/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" f 10d) nails at 6" o.c. k'r'' Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI6000s BCI 6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so " 3-16 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ° ►'-� �'�� 6,. A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" 1'-W V-3" V-7" 1'-11" 2'-4" 2'-9" X-2" T-7" 12 V-0" V-1" 1'-2" V-2" V-3" l'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1'-0" 1'-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" 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. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. y \ 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 fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE SLEEVE THRU STEMS w SEE PLAN FOR--' • . • . e • FOUNDATION INFO ° a d STEM FOUNDATION GRADE REINF. SEE PLAN fvc LIMA= 4 tivt; SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. v 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 - a a fA �I I �I d a �d—� I! I I! '- � �- tzl I r- I SEE FND. PLN. le SIZE & REINF. PIPE VERTICAL THRU FND. d TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPEIf - PENETRATION PLUMBING LINE ` Q d z d 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 4 a d d a. a -- �\ Q . .4— —.— // All dII��I r �-a —�---, I. a SEE FND. PLN. SIZE & REINF. JUN 1 1 2022 VIRTIJAL REVIEW ASSIST ,/ir'tua! Review Assist, Inc. Plans Review completed and appro for compliance pliance with the 2020 FBC 7th difion by Debra Ann Klahr PX2300 N N tea' c. DO q , ,�'Yj�� B '® u7 0 00 .4®. Q *z r z W li y 0 w 0 z Q �E �C) o N M AV Y/ E L CO�rnrn O O U o V1 O o^ Q U6`� ° .i }< W Q� H ^N` W L 00 E a a U� Wo'�_ w WP W J W��0 H LL' Q J w Zw z Q Q JW03WWLLoO1 :oo z,LLoz2Uo�aa J0 H F O 0U)W o�00Mzz �0UJ EL Zy0ZZLL0W� Q a O Z a o w 2 � W a m Q oQ -00 oQ O O Z w O� U) J Iti O 0 I.-:c Q % M J U) ILL 2 W Ch W a- 2 — QO Z V ~ LU W w 0 J 0 CD I I 1 I I I 1 1 N 000� a000 N N N N N 00 C)C)— O) O N o I i , 1 z 0 W o o' o o I I { LOV/ � N M 4 1 1 ' CO } ZZ U az C)w CD O w U 000 ()Vo7 O :3Zj O[:Q Z EL Of C_ < T� � Q WWI MW Ln (, Fro-~� F-, ZOO w . . N O ZWO U az� Z �z O� z SN1 Q z Lu W r-_ co N (N LAST PLOT DATE .. z O STRUCTURAL DETAILS (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 _ ELEV. VARIESAIlk 1 INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90- HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER Cn 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER MUNICIPALITY. N 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE M D 6 MIL VAPOR I I D I = z BARRIER 111 D p 11 � COMP. SOIL. I I ( Wijl�_=11 (COMPACTED TO 95% I I =I I I �= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I I I 11=1 I I=1 I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z r I I ICI .. •.. 4„ 00 Ell IF r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. STOR ) GARAGE DOOR SLAB RECESS K], ,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D 11 HI I1=1 D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 N WWF OR FIBERMESH Cl) ° I==1 I FI I—� I I —I 1 o I I 111 I �I r l 8" 1 -1w.. ''L..8 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK Cl) ELEV. 0'-0" e e 4. a.. A.F.F. e . 0e Q. A.e. a... a p a ELEV.-0'-31/2" e e e e. o d O e.A.F.F. O e 'a - a'c . e 4 - 2x4 CONT. .a - e _ ... _ '-a °. l_ . e< a e O d - o 4 A. N G a° a " a GARAGE DEPTH VARIES a 4. a e 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"x3 1/4" TAPCONS `SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED _ ! GRADE MONO OR STEMWALL a z FOOTING MONO SHOWN00 FOR CLARITY ° R ° ° �II�IIbI�I�II-1 NOTE: IEll] —ill —I I 1=111—I I N 'FOR BEARING WALL W/ UPLIFT ONLY — — - I�II�I�III�I�IIk-111�1�1�ll�ll�l�lll-III-111�11—. �1�11�11�IW1�11�11-1�11�111�1�111�11�11�''. FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 1 S SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° "v GRADE 00 =1— — .Q IIf—ICI—ICI ��I—I• - (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' N e .r Cl) �'—"I=1If��l�I(=1 :...• :, IIII � "—'.. _ I I=III=11 �.: � ' �•� r4�llr T IIII . !.e� � •! -.• —I SEEA/S30RJ/S6J -1L.iI I1�1i ,, 1 ,IIIip- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 112" HIGH STRENGTH (U.N.O.) (OR 5%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 112" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 31/2" MIN. b ° D ° co — — • ° • E 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 1 U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 131/2"(min.)-4" III —III LI —II II=1�1- -III—II III' —1 I FitI I .HE'E f� Ir -1 I �` (2)#5CONT. � 1 11111111_ll I lI ,;,111, 4" 1'4- 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 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 �(3 1/2"(min.) - 4" I 1 I I I —I IHI I Ill I —I 11=1 1-1 I r =►TI= I I I I-1 I (� I I-1 I 511 H11=_ll-11 I_(2) #5 CONT. 4�� 111� IJ�,I I -III I �„ U.N.O. 4 MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY NGo�N�o 5 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 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 Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE w 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F— 60ksi] 6 MIL VAPOR BARR E1R�, IIII I D e ° I �I1FEI I PI I =_ III=I I �111-1 I I—. °° R 1 7/8" #5 REINFORCING BAR I—III-1 I r I I I=1 I �I I= I I=1 Z #5 LAP SPLICF COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) III , I II II II 11i111 �,1 1 ' 4" VA" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0101, o J 4. �° — v . a' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 0? c E_ (V Cl) 6 MIL VAPOF BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI` INTERIOR -4" \, CONCRETE S .m 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 E 6x6W1.4xW1.4 N 'v WWF OR FIBERMESH r, e a a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 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 W1111111 ° U) '' 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ram) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-Iik `COMMUNITY SPECS (2) #5 CONT.-'�I II j ON 3" CHAIRS 8" (TYP.) V-4" 1 2in.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 \I � WWF OR FIBERMESH �,, :. Cr ° gIIII �II� I �I I rLI I =' r 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6�-'- 8,� FOR REINF. INFO. 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE d ° _ d. W j 1Nv�111 ° ... a. A i11 I I I I IIII ITI' w - W W -IIz ;o`1)= ..11 (n °14 FOOTING -I I I II I I I �I 11=1 I I III I ..:I I �l I [tf�' BEYOND PAD REINFORCEMENT =1 I I �I 1 - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtu! Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 '2 a t ,, n ,l €_� �•a -? N ♦ "i//.' C) co E ti • # -- •. 00 LO ✓ { - ! z uj 0 0 w 0 z Q ^, E � W L C!U cry /', N V 2 0 2 8 } 0 _ if: o O • 4)Q t U Cj � < • (� V w C) 7N L o E 5 V ^ a LLI w � w (6 w�00 w H � J Q ��_j 03:w '002-j0 z Q Q [— V ~ jO�QZ�QQ 0 0wxw0ZowoomZz _jOaOzY0 zLLOOW�Ca 0 (n Z QoW��U-MW620< oQ o 0 oQ<< LL C:) O Z 04 OW iU)O �rnC'7i` Q u') L L u) ti In F-WC'M 00Z � U Q Z W W J o i I I � i I I NC, IN 0 IN " 0 N 0 0 N 0 IN NN I� r' M M 0000 o O) o O N o I I z O Wo 0 0 o I V/ � N M d I I I �^ zZ v, Q z O zw W 00 0) ♦�--+ 0 U UVFn Lo O or< Z aEEo- t� Q � = W=Q [V ZOO Z0 W ■ ■ N 0 Z0f0 Q U III of d LL ■ �C Q � OU 0 z z z z w W N N LAST PLOT DATE z 0 STRUCTURAL J DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION il FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE Ix 2x DEAD WOOD @ MID POINT w/ (3) 12d TONNAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 (7YP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED + SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO 11 TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d -k-R. \ NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 1 H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION— 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4' DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 14 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 1 ��i■�i■E1 1_4I�®■ m .. .• � • • �� _ . • •- • ■■III H No �lill IIII� ■��II NINE �IlII IIII� ■■ill lil■■ Milli I!!I� ■■I�� Ili■■ Milli 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. NEEMENNININ"N'=o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a ZSEEPLAN FOR FOOTING BOTTOM OF MOUNTING B DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Ct EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 Tjyy� S�cF �Ow N 2x CRIPPLES @ --� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET i AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO 0,4 SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (n'P) 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 \ �I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 7 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. If 0 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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��PLICE STAGGERED ATTACH ALL J L I,,) EXTERIOR STUDS W/ IAI 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc C P.T. ATE oimroury or4 SP2 Olmraury NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10� ST SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-1 M' LINTEL a . a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" rBLOCKI RUSS BOTTOM CHORD OR 2x4 NGW/ 2-16d TOE NAILS EACH END w vZ a 2x TOP PLATE U c) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 Jr4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 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. t&NUT OXIED A.T.R. t & NUT C ROOF TRUSS ABOVE F 2X BLOCKING O (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" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 te • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 - • 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 a 2X8 P.T. BOTTOM PLATE D 5/8"A0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR � SCALE: N.T.S. S JUN 1 1 2 AT�4AL GIFVIEW ASSIST virtup.l Review Assist, Inc. lar s Review completed and appr e for comp vlith the20.20 PX2300 Edition by Debra Anne 04 - 2? Lo O �, t� O1 �IJS ,� A„ � co Lo w O 0 w of a z a LQ LO E 0 W L '� ? c0i } M 7 2 O L o O o 0 Q t U — �� .Ln V w Q,4 W L p E ri 1) a W W UW Dui vi w0F I-Q � -i wqa~ z� 0 of<,0o0_JOQF-�o -_j<0 2E' av)�o'zpoomozXZD z oYoZL'oaOzZwzowooa.O (Cnf z�o JwQu25 aa� a0w22w ILI- ow o oQz� a LL O O ZW 0 U) J ti O I- M Q M Lo U) LL ti Lq (Y CM 00 Z V W� W J 0 ■■I 1 ' I I �. I I , I CV IN N C1 N 0 N cq N 0 _N 0 N 0 N 0 N N t` �_ M M �■ Co O C) o- O N C, I I ' z co w o 0 0 0 l l UD > N ch4 ' 0- } zZ az C)zw 1.-& O W woo U U Fn _ Lo 0 oz- goo -� Z awa- ww~ Ln (D mH� N Zoo w Q�� ■ ■ N O 2§ z0fo Z U a- z mz F- U Q 0 _p W z a z z w w CD rl- C� 0 N LAST PLOT DATE 04 .. z O STRUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45"± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 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 NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C_ EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD " EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)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 10dx3" @ 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 @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 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 1 TRUSS VERTICAL WEB (24" 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T Q X-BRACING, AND TOP r M M " SEE STRUCTURAL CHORD BLOCKING N F NOTES AND NAILING 4 INFORMATION v c000 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES i;o 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2^ 1 1 2"' RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL - (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION 2x4'7" 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 CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0SECTION" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT i"Ya" MIN RFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI\1 ULlll\II\lJ GABLE END BRACING DETAIL 12" SH SCHEDULE FTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENEC AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10!S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 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 HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA 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 F� w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 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-,,2x4'7" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 4" 10d NAILS @ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" 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. lqq qql cc SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING STOP CHORD 2x4 #2 SYP BRACING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING @ 16" O.C. MAX. FOR FIRST (4)BAYS BOT THAT MY BE REQUIRED TOM CHORD GABLE END BRACING 2) 'T- BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. c+r SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. jUN 1 ZOZZ FOR WIND SPEED SPECIFICATION VIRTJ AL kEVIE`A' ASSIST \/irt; F,i. Review Assist, Inc. oved IUr��-.fp'v�ew completed and a for cor" niiance \mth the K ah0 PX2300 Edition by Debra Anne N 04 `� N LID F ez A'P" f) r sib LO O 0 III 0 z a i E UU W L '? c� v^ ai cM �+ to L W :E O � O � o �o V/ O N Q s ua� , V) u W Q.Q vl a) L 00 E rn ccoL WQOj �J W OWH W� J O� Z ��f- U Q JazO3: coQ ZaoJ0XLL0z20oF- Q OZnwaW(nwWn Ci'0QQ0zzzOWOOmzz�U LL Of 0 zWa0Ir J W �O2�o aQaLL m-taa Ow 0OQ o �Qz L- s! O O Z CV OW (n O CMO to I� u? cv) Z U WQ Lu J 00 J Q0 I I I I I I IN000r 0 ory o 0 Nti CD\- M - M N o;D O 0) O O N O z O W wo 0 0 o I 1 ' n > N CM '-T i 1 CO �^ ZZ Qz W O z 65 �--+ O W Wzz OO U 0 cf) O O�� Z ao:a Q ��Q In In 0 N } o1.-2 zoo W a�� . Q ICL 0 2 � zWIx z az Z mz �� U < pow m z z z z w W(O O N LAST PLOT DATE .. z 0 STRUCTURAL DETAILS IYL:.,...�.,�:.1.= lll■WIiWW�I:#J♦W V "IL<< .GILL JrIIL;Y. uu�.u�Lh:Vr:L, .:� I�� 12 I INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE .(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS 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 ~ PLYWOOD SHEATHING J I G SCHEDULE SEE DETAIL C/S6 2X BLOCKING @ EA. WALL NAILED PER NAIL N SHEATHING JOINT FOR MORE INFO w w 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE O rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d j w LAYER 1l8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 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 / / ETAL SEAT 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8- DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 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.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c N ° • _ d ° 6x6 W 1.4xW 1.4 I Ill d WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"&'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 LL 0 4"x4" INSPECTION PORT AT cr w a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR LO N 10 CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 ,II STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1 Od 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)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD '1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR 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 E 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 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 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 rR 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 TRUSIr FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. -SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8!-6- SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH B ACl l) a. e d . 4 - Z. �I r �•... �." 1=1I III— (3 111-1 I —III #5 CONT. ON 3" II�II�II�I1�11 8" 1'-8" 81,CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w W x 0 0 B 15/32" OSB EXPOSURE SHEATHING4 x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL HEIGHT SHEET C CD Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB 410- EXPOSUREI F SHEATHING W x SOLID 2x C BLOCKING @ ALL C SHEATHING N EDGES (SEE OPENING SECTION X- aU C x FrW x E W 2x STUDS W BEYOND. 1:SEE PLAN o U) 1 �-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI i ri r11A"^kI n1AnnA1A 3/8" S. = W SPACIN 4t A,- S 3/a" 1/2 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #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 SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w -j PENETRATE SURFACE MORE THAN Ye". F Z 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 LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL J w WM 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > 1- 0 N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. ¢ ¢�-00co Z 00 0,) C LL F @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O MEMBER IF GABLE END ¢ `✓ " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 10d NAILS @ BOX HEADER 8" O/C TYP. ONLY DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN '• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FN\4F'Qi OR �RFOMR TRUSS / SEE PLAN FOR REQUIRED—' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH E d' e. CV '.• CO III —III —III I I • .. a . -IIIIIIIIIIIIIIIII ., .. d 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'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (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 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 ';A J U N 1 1 2022 I\ ° III-III=1 1 ' (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 L1111A1 F V F W A$ S I S i Virtual Review Assist, Inc. Plans Review completed a appre for compliance with the 2020 FBC Edition by Debra Anne Klahr PX23( v`Vj JCN 04 R. . R r „a? `i., , f aye o z w O 0 W 0 Z Q V) W = 0? U W L ' > IN Mi M 7 r) c U O O � •� O U-cc"¢Q s Ud' "U) U w Q:;� }< N C 0 a 4) W LLj W 0 IJU I-Q W 2 _j wgyz� Z V' W Q Q V W O= _ j U)0� W U)LL0 O :3 0 ZLLLL OLLJ O _jOF fAWa•.-fn W W W fn�R¢7� 2CQQ Cy O Z Q�Q0 Kwzamo � two a- LL. OW 0W 0 O 0azg F a , >E O Z W 0F W J ti ID F cr) O Q � M U)LL ti Ln W ac- Cr) 00 Z U W L1.1 JC) O J I I I I I I I I I N o000 N N� N N N ti M Cl) C,14 ' C) CD C)�- O C3 I I I I � z O W Wo 0 0 o I I V/ N CO 't ' Cr 00 Z z U) QZ w C)Z � O W zz BOO_ UU � LO —0 0 OQ Z aWa LLI W �.d / = ~ W MMW N Zoe W a QI--n Q O �� Z Ix - �N Z a-Z� �z J 0 eoU h�— m Z z z Z w WS6 J 0 N LAST PLOT DATE " . Z 0 STRUCTURAL —1 DETAILS - MONO DRYWALL DOOR JAMB (REFE 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCTTO PRODUCT APPROVAL FOR C APPROVAL FOR CONN.APPROVAL 1 X 4 FOR CONN.0 ellx4l'1127 J*\! x43/16"0 3-1/4" LONG X 3/16"0FURRING 1x4 P.T. X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2"FURRING ( ) TAPCON. INTO STAGGERED @ 16' x.. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2Xg 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" lx4 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 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 EACHFURRINTAPCON *2"EDGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX r 2'-0" GSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO ) 2'-0" OO" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ ' 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K • SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (NPR) STD. 90' HOOK 0 I L . +5A I - . F, NOTCH WEB AT FIRST 2 COURSI L CAPACITY = 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: _ SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ * PRESS PANEL REINFORCING INTO PLACE. `'°` ` : ' •' V ,4.:, "::. ' 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 `'s ` SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION OCCURS TOP WITH MIN. 3" COVER 6'-0" F.F. p' p D 11=1TI�T- - 1=1 1I- I I= IF I-1 GRADE D P A p I I II I- _ A . C14 p z r •D A. \ A p (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) fHE :S I IAIA(Y`CDTARI C IAIQTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. ss -s--_ SEE ARCH PLAN AND PRE ENG TRUSS CEgit3N SEE NOTE 1 BELOW 01 2x SUB FASCIA i ALUM DRIP EDGE BRG WALL TYPE Tom- _~ ' T ALUM FASCIA PER PLAN I I / f 1-314" TRIM PAINTED I I - F CHANNEL, -+--_. _ SS NAIL W 5116" HEAD _ i �/ ° " FASTENED PER I DIA @ "- O-C- NIOTE 2 BELOW 1 ! 1 1 j CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED Try 2x BLOCKING NAILED TO TOP BLOCKING wi 2-12d NAILS ("' CHORD EVERY OTHER TRUSS w13-12d NAILS, TYP- I."`) I. G.C_r BUILDER TO VERIFY?PP.OVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED I ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AIvD CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU vet T NAIL .097° DIA- @ 24" O.C. Wl 5(0" MIN. EMBEDMENT - WOOD w'' (31 16 GA- 3/4"x 1/4" CROVVN STAPLES @ 24" MAX. O-C. IN DIAMOND PATTERN - SUB FASCIA AN 16 GA 314"x1)4" CROWN STAPLE @ EACH GROOVE (� STRUCTURAL SOFFIT S F" 1 SCALE: 3j4" -1'-0" 4•) FOR ALUMINUM SOFFITS WITH SPANS REV 0923 2021 = 1'-4'.INSTALL MID SPAN BLOCKING PER THE SDEFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x0 (2)10d NAILS @ 8" O.C. �F?yqN TO TRUSS TOP CHORD CF + + NGTH PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP .. + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAT F: - 3/d QCC CLJCCT Ill AAlll z 0 u- O W M U 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. t OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 11-011 51-011 ° ° • . D .. #5 BAR D' 10CENTERED W/ . D .. A A° s H IN TOP o _ p a KNOCKOUT/ EN =I ° CHAIR BLOCK MONO FOOTING m 11 D SIZE AND REINF. PER PLAN 711 1—I AND SECTION DETAILS T CLEAN FILL DIRT z A.' ° STANDARD o 0 90' HOOK iv #5 BAR IN FILLED CELL, A' STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. VS L .T VIRTUAL REVIEW ASSIST virtual Review Assist, Inc. OVE P1ar,s Review Col-1jpieted and a fio� cols' pli = ncn �r/ith the 2020 PX230C Edition by Debra Ai,ne K 8 q N CN N f VAI F a o " 05 ° a o CID LID V11 r Q LU O 0 w 0 z Q V) ^` > Od ^ 0 W ? Q M� �rn E L i 8 m 2 : o V_J — O L.L o^ N Q t upr .Ln w Q� } W L 00 C) E�_ p� m 13 �/ W � W oLL Wpm F- Q -j it Q z tY�� a z LA- Q Q U J�p3a�laic)00LL <U'0 ZWLLOZi0o1.-Q JO Z 0 aW�W- o�oom U)wawV)WWWvW1r<=) Z �QQpWQujzWzO�0pa �� gwp LL ow oQ o 0 oyzgaa a ,L O z N OW CD ti 0 CM O Q � M LO LviLLf` F- W CM Z U F- W W JQ O CD 1 1 i ' N 000� 0000 r--Inm N 000 ' 0 Cl O) 0 O N Cl 1 1 1 1 ' z O of W 0 0 0 0 1 E '^ 00 ♦/� zZ v, Q z C)zw +-� O W V 00_O UU� Owo z F- wwa- of-Q Wr F- Lf) F- N W O zo= >- a�0 . . N p ZWO Z U gZLL w az 32 Q FMm - � OU O 0- En z z z w J dW C� N N LAST PLOT DATE .. z O STRUCTURAL DETAILS - RETRO FIT _{ .:m011 SCALE: ;' = 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 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING 5YP CUT TO FIT 4,RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VV/1LL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL rU4 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 -PT STRINGER CONTACT POINTS 0 u SCALE: 1" = 1'-0" `t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING �s ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" H SECTION VIEW E SECTION VIEW SCALE:' = 1'-0" _ SCALE: -0" 3/4 PLYA ON DECK --2x8 SYI AND Ni FRAMR 2x4 DRAF STOP 2x4 BLOCI, C 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR •1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ j" X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r STOP �* -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGERT\ 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2" TAF'CONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING J 1 /Ai K UUIVO I KUU I IUIN UC I HI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) u PSON 10d x ECTION VIEW "H" SCALE: 1" = V-0" 1UN 1 � 2�22 s Inc.review Assist, appr 7t d ew co' np��3, an r i'%1" � ,Z� '.o �fll�il file 2020 FBC for GoM:�lis �� n b De Anne Klahr PX230 F-ditt Y N N O - r 100 w� WC2` cv J DONS .'LO O co • w AE u 5 ' ' • r �E Q Z w . ,_�• w 0 Z Q E n` N NO� o 4-M M N V °` x CO) G► Z 'o 2 S O g a)Q UCj -s �< �U^`) w Q;� 00 7W L E� V ^ a 'a wL C1J1 � �wW J w 2p F-Q � LL CYXX>,LQ OQU QwQZOnOJ = zJWOZ0w00mZU ZWCwcnww n Q oY� wZ(rQoO-< wQQ Oo =QyzgQ O O O Z w O� ( 5 ti z (y)O Q � M U U) LL z <W<u� F-0�a-M �a2� Z U w� w J C) J I I I 1 1 I I N N CN 0 0 0 N N 0 N N N N rn 5)a : 1 O o � o I I z O L W o r. o N (D ('7 O 4i 1 1 i 1 i ' } Z QZ w O � W O v WOO �0Fn LO 0 Z)Zj ow- Or Q TI Z F- aka W3:Q Ln F-F_w N O SOU) w CL <�D N Q O z V gam& w" aZ 3 Z T_Z H U J o _p m z Q Z Z w wST J r*- O N 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^Wr-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8U8 0-013 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B LENGTH r3O69 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28.18 8F32-1B 2'-10" (34") PRECAST 2231 4605 6113 7547 8974 10394 11809 4605 6113 7547 8974 10394 11809 3'-0" (42") PRECAST 2231 3719 5163 6607 8054 9502 10951 4605 6113 7547 8974 1 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 1 10394 11809 4'-6" (54") PRECAST 1969 2110 2931 3753 4576 5400 6224 1599 2189 4375 6113 7547 7 8672 10294 11809 (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 1 3031 3707 1 4383 5061 1238 2177 3480 5381 8360 110394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 1 3191 3685 1011 1729 2661 3898 5681 1 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'4" (136") PRECAST 362 582 945 1366 1846 2423 1 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 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 1 784 1047 1285 1399 NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 129 250 450 1 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE r8RF6-1B 8RF10-0B 8RF14-0B 8RF18-0B CRF22OB 8RF26-0B 8RF30-0B LENGTH 8RU6 8RF10-IB 8RF14-1B 8RF18-16 8RF22-1B 8RF26-1B 8RF30-1B (52") PRECAST 1635 3355 3280 4349 5421 C-493 7567 4 3699 5206 6639 8060 9479 10893 3063 2992 3968 4946 5924 6904 4'-0" (54") PRECAST 1494 1756 3699 5206 6639 8063 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 1 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1 1825 3120 1 5048 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 1 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST & PRFSTRFSSFD Ll-LINTELS 4AW-4 " SAFE LOAD PLF TYPE REINF. LENGTH SU8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-0" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 R" PRFCAST w! 9" RFCFSR DOOR 11-1 INTELS C„� � �C,� SAFE LOAD ''"� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F121T 8F161T 8F201T SF241T 8F281T SF32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 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 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 L5 2007 15 530 686 1183 1526 1865 2204 1 2544 11'-4" (136") PRECAST 474 485 798051 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 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 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 654111 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r (#) 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 CAiT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE r8RF6-1B 8RF10-0B 8RF14-0B 8RF18-0B CRF22OB 8RF26-0B 8RF30-0B LENGTH 8RU6 8RF10-IB 8RF14-1B 8RF18-16 8RF22-1B 8RF26-1B 8RF30-1B (52") PRECAST 1635 3355 3280 4349 5421 C-493 7567 4 3699 5206 6639 8060 9479 10893 3063 2992 3968 4946 5924 6904 4'-0" (54") PRECAST 1494 1756 3699 5206 6639 8063 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 1 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1 1825 3120 1 5048 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 1 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST & PRFSTRFSSFD Ll-LINTELS 4AW-4 " SAFE LOAD PLF TYPE REINF. LENGTH SU8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-0" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 R" PRFCAST w! 9" RFCFSR DOOR 11-1 INTELS C„� � �C,� SAFE LOAD ''"� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F121T 8F161T 8F201T SF241T 8F281T SF32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 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 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 L5 2007 15 530 686 1183 1526 1865 2204 1 2544 11'-4" (136") PRECAST 474 485 798051 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 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 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 654111 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFCAST & PRFSTRFSSFD Ll-LINTELS 4AW-4 " SAFE LOAD PLF TYPE REINF. LENGTH SU8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-0" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-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 R" PRFCAST w! 9" RFCFSR DOOR 11-1 INTELS C„� � �C,� SAFE LOAD ''"� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F121T 8F161T 8F201T SF241T 8F281T SF32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 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 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 L5 2007 15 530 686 1183 1526 1865 2204 1 2544 11'-4" (136") PRECAST 474 485 798051 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 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 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 654111 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCAST w! 9" RFCFSR DOOR 11-1 INTELS C„� � �C,� SAFE LOAD ''"� PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F121T 8F161T 8F201T SF241T 8F281T SF32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 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 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 L5 2007 15 530 686 1183 1526 1865 2204 1 2544 11'-4" (136") PRECAST 474 485 798051 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 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 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 654111 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F81T 8F121T 8F161T 8F201T SF241T 8F281T SF32.1T LENGTH 8F8.2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 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 2290 2949 1 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 L5 2007 15 530 686 1183 1526 1865 2204 1 2544 11'-4" (136") PRECAST 474 485 798051 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 1 609 897 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 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 654111 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r (#) 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 4^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30.1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 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 1 1960 2618 1 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 570 1012 1651 2204 2758 3312 3865 6'-8" (80") PRECAST 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 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 > D > D > D 0 0 o Q o o h o o b o 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 e 4 ep > > e° � O p > 8F12-0B/1T D o O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x D ~m _ = n O'Cn wU v #5 REBAR a ow UW�= w a BOTTOM MIN. (1) W 0 � < IL WW REQ'D Q U J J J Z Ow J w 16 GAUGE co � ° POWERS STEEL u) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q GROUT `4 #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 WIDTH I QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP OW = C9 Z= m o O O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r O 1ST FLOOR LINTEL PLAN (ELEVATION A• 3l161-1-0 CID JUN11'O22 VIRTUAL REVIEW ASSIST Virtual review Assist, Inc. Plars P,-v';ew completed and approved for cow piiancA viith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ILCN L z 3: Ln WC.0 C�o 4-j r a e ° � I'„yV 0 W Z Q LO 'L*o- E t� M N d O M: 8 m Q •� n, W Q.� �n � N C E W L 0 W N 0 ❑LLI uj W Q� W� W �z � �a ��OJOU OX rr I.L � Q��w�U � �JW�m oa�Op a�o�� j �aw0wOQQ �U)!L V)WW dQ zz QOW�HF- 0 oJOZ LE �WZ2Q OQ0Z)OQgQ 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)#51- (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#51-(1)#5U DETAIL'D' DETAIL'S' &'C' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'4Y 2'$" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'4' 3'-7' PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 T$" C-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 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'$" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'4' 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 134" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'$" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0 PRESTRESSED 2 3 () No. 12) 7116 strand + N.R. 473 473 328 455 2 No. 174" 16'(Y' PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 2 No.4 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. S N.R. 21'-4" 20'-(Y' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 + 24'-0 22'$" PRESTRESSED 2 No. 3 ( ) (2) Ntrand N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEV r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER UNTELCAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (II#5UDETAIL'K' (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'$" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 1320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'$" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 9651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 914. 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4" 10'4" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'$" A PRECAST 2 No. I) No. 2 5 1439 1439 1075 1439 12'4' 11'-7' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 17-9' 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'$ 13' 4" PRESTRESSED (2) No. 3 (2) 7116 strand +" 1419 1419 850 1347 2 No.4 15'-4" 14'-0 PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0 PRESTRESSED 2 3 () No. (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0 PRESTRESSED 2 3 () No. (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'$" PRESTRESSED 2 3 () No. (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0 PRESTRESSED 2 3 () No. (2) 7116 strand + 834 834 390 763 2 No.5 22'-0" 20'$" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 642 642 306 599 111 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEV QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL *DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 31-8" 2-4" 7-a' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N-0" 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-B" 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 6-9' 5'-4" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 2"-8" 6'-4" 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'�" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 Iwo low 6B6 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTRYOF#5BARAT S-SOLIDUNTEL -1 FLOWERUNTELCAVITY [8x16-P-1L/1IU] NOMINAL WIDTH j `QUANTRYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#51- (1)#5U (1)#51- (1)#5U (1)#5L (2)#5U DETAIL'E' DETAIL'F' ETAIL' ' &'F' DETAIL'E' &'F' DETAIL'G' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST 12) 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 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-101' 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" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 61$" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-9- PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 10'-(Y' PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 101$" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 11'-7' 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" 17-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 154" 14' 0 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 174" 16' (Y' PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 12) 7/16 strand + 19'-4" 18'-0 PRESTRESSED 2 N3 ()o. 655 655 340 645 2 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 21'-4" 20'-d' PRESTRESSED (2) No.3 12) 7116 strand + 524 524 277 526 2 No.5 22'-0" 20' 8 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 488 488 260 493 No. 5 (2) 7116 strand +" 24'-0 22'$ PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 DETAIL "E" •.'mac+. DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S-SOLID LINTEL LOWER LINTEL CAVIFY [8x1I6-P-1L/1IU] NOMINALWIDTHJ J ` QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51- (1)#5U (0)#51- (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-19' V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE (21 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3-7 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 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-1Cr' 4'4' 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'$" 6'-4" PRECAST 12) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-S" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 71-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'$" PRECAST (2) No.3 2 No. 1895 1 9 1895 1401 1895 12'-6" 11'-7' 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'$" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'$" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + F24'-0" 22'-8" PRESTRESSED 2 No. 3 () (2) No. 5 740 740 393 772 �F 4-4;!;#c . DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEV rQUANTITY OF#5BAR AT S-SOLIDLINTEL -1 1 LOWERLINTELCAVITY [8x16-P-IIL/ 1IU] NOMINAL W IDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. fie PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc ao go (TIED OR WELDED) +a BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 7 5/8" LEG BARS: SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 710" 1'-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 10000 10000 10000 10000 2'$" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 U10 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 5'-2" PRECAST (2) D4.5 WIRE 2No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST 12) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 1 6'4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-9' PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0' PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 91-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST 12) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 101$" PRECAST (2) No.3 2 No.S 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 17-9' PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'-4" 16 -9' PRESTRESSED (2) No. 3 12) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'$" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0 20'$" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22'$" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 F TYPE DESIGNATION ;,;;, ;,;:. P - PLAIN LINTEV QUANTITY OF#5BAR AT ,=i�` .Lit ,+i•; S - SOLID LINTEL -1 rLOWERLINTELCAVITY [8x16-P-1 L/1 U] f•F • f•• `QUANTITY OF #5 BAR AT NOMINAL WIDTH+ J NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #51)U(0)LL ill U Ill SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL 'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 7-0' 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'-7' 7-1 or, 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 100DO 8687 9503 4'-4" 3'-C' 2'-8' PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'-4" 5-al PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 _ 2737 7-8 6'4" 6-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 1 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 T' `4!4 4.1fl1 ` •ti11 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEV QUANTITY OF#5BAR AT 5-SOLID LINTEL F LOWER LINTEL CAVITY [8x1j 6-P-1L/1U] NOMINAL WIDTH LQUANTIFYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5[1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 7665 1OD00 10000 10000 4-0' 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1OD00 8442 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1DDOD 7552 10000 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-l7' PRECAST (2) D4.5 WIRE (2) No.3 4317 10" 5613 10000 51-8" 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 71$" 64" 6'-0' PRECAST (2) D4.5 WIRE 3338 3338 1640 3122 9'$" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE �2�NO.4 2No. 4 2158 2158 936 2036 • ` ``�t1 i1 t1 Zli- .-„ .••t. <_ ; 1•. DETAIL"DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION Q[8x11j6-P-IL/IU] �1e J saw O UNIT '2551' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT PL FT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'$" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'$" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-&' 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'$" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 91$" 8'-4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 � 4' DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3' 8" 2'-4" 7-0' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 WWI) 4'-0" 2'$" 24' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7' 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'$" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'4' 5-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 28" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION , a FIII 111 v.&,T M J La�a,�la TYPE DESIGNATION S-SOUDLIMEL -1 I LQOWER�MEL CAVOF #5VIITYAT [8x1 6-P-1 L/1 U] NOMINAL WB)THJ J L QUANTITY OF #S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY JUN 1 1 ZUZL VIRTUAL REVIEW ASSIST Virtual Review Assist, Ir Flans Review completec for comb ii3nce with the Edition by Debra Anne f' SAFE W O,RKIBN,G L TE R L LOADS (PLF) Total Length Type Wx8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-C Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4$" Precast 810 2459 5'4' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'4' Precast 403 1134 7'$" Precast 392 1100 8'-0" Precast 363 1037 64" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4" Precast 132 651 17-9' Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14$" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-TY' Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 04 �4•��- 'c • Q' ` F + + o O 00 LO �s 0 5305 , ZQ W O W 0 Z Q 0 E MN ff'' O 00 a°') N AV C O P o T11 0� O � o Vet U 6'q T •tom W Q� ECi C co V ^ _ -0 0. W WmZ) O UL WO wgezx 0UO0 ~ �rW jwWoOE0 wE0cnoza _jO a a Z O�YOz�w� zZp �a OWz -a�QVJy� 0- oaO LL OW 2H-1- 9z OI Z) 0Q Q LCa O 1.-QLL Q Z CN 1.- `0 vJ z cM O Q W M LO U) qT LL G z < W < u� F-�S�M_ W G Z U WW J 0 0 and appro d 020 FBC 7t i' ahr PX230 [ ) I co F 1 � N N O o o O O M M N .�- o i i 00 o CDO o r- o i I ' Z O Wo 0 0 o c� [ d' � CO }� U QZ W O W 000 O U W UV- L 0 gWo Q T-I Z a�a = W Q L l N OC O~O Z 7, . .N W a Q� 0 Q OgWix Z a2 Z C0 Z L)O a _p W z Z W WC.0 C) II C) N LAST PLOT DATE 0 z O STRUCTRUAL DETAIL A HURR/CANE Mounting Brackets �'.1 a Gauge 4-112"x4-1:2'X2-12" o a cross ""'port (May he ct� tJ] W) .cite AnLliut Sv-hedule Right Bracket ()66it e) Dolts-__ 1 7 On a. A 3 2 S Gxlly_ I-Typ') 1 asafsry ' 40 Washars Self -Locking huts ' $14Self0rilling Screws A/C unit Bottom Edge es Muir Koine Strap (Tyrlir..A 3 in front) Front Cross Support (Way be cut to W ) Left Bracket (16 Gauge, a 14 54-0rillog StreM 711ru KWt*ets 8 Back Cr(DssSupport Into AJC Lnit lin"orn Sidi (Typical: 3 each side for hurricane ow) '.MlJic n,tAl it n matu3).t1eu :r r+a+ro W .1l.:ls e�a..11 l ; rA, .31s 131r (�ctd Re," Sical Danslbs; ava"iler YP9B request *A rim, well al i l Florida Department at Business & Professional Regulation race l d 1 Building Codes and Standards 17710`2021 Product Approval Application Datall 13 ' � !ems l� t9te a sits MEM Yalsto ffiddvaura fAnV3 EdMK&Lacs• YadNttdOr Yat9id 1 a jaCAmrorr 6aa[a)aA Basil d Asn,rwa 2020 Smarr Vent Prlduds, arc. Mrched Graham Ramxaan r No P.E. ow Lacer Bowden PE 12mar= 1211402020 1226IX20 Approved Cuagmye Structural Canpwimta (am 447$w6 PE-73776 (314000-td)n BubCr•gorli Atoorae inroduceoea a Rawls of Inr(osmis"ritCacti New Tffinnekepy C,+fOrlAnre MM•d. E.oWe6m Reggie Yam a Flladda Rtaglllercd HdMeu era Urnnsed Flarol Prd(ee61anal Engiri gwiM As WMU Amawdl«ue. MOgM1«Un Wall oagD INA cal d a." N .aaa er tiro. Product Q!,,,Mn Conrad F..kmw bass in WdM Outside HVIIII Slltw= E 1 Sniew nt Wdel •1540610 Dual Funatiai Frdoi and Ventlaam Vent 12rSi2023 Yee Yes NA 11OOA f00 2 SmadV•nt Mods1$1540$11 Dual Function Flood end VmBatim V4nt 1J31=!l Y. Yes NA -100#1J0 3 BmarlVent Model P1540-520 nllarldi OWVail 1Mir= Yes Yes NA +100r-100 4 SmedVent Modb e1510529 insubatd Fla9tl Vert I.Y112023 Yes Yat NA t100f 100 5 3manvast Aa1Oa1 a154052A 166oud; �s> ae Doer nsad Wait 1201,7023 Yee Yes NA NIA S 9m4nVmt Model V1540-570 Woad Will l4altted Flood Van 12lsir2U23 Yes 1. NA +1001100 ' 9naNVan lA,adaeri540S4 14.S&Wd a lines Door Fboe Vail 1?131+2tl33 Y. Yai NIA NJA Florida Department of Buednes6 & Profersolonarl Regulation rage 1 sir, Building Codes and Standards 1114r2a71 ProOudt Approval Application Detall s+� - mithy glare Will ?YLLnclna Gas lYal rin1� IlmtdlNDi� �IsY vridr.d tH "Aided awsma g ERQAWl BL a®1ma ad" R.Nwon 2020 Drexel Metal, toe Jaaan Strunate 2achry R. Pna9 Lodtr 6u.+v3en P E OSM012020 061Ow20-10 0e2a2020 10113r1T.11 ACProved Gaepoly: R Wig .S]li 3QJ nS11 ee-.MS1 (stet ]aP•18a6 SaaiCriagoi Melal Rousing lshumataQ6e,mr.cortl Oancaance Mild t E aluaaal Report tan e Ronda RaalW.d Arninea sir a Lee. sad FIO W Frdms,lona FelgFeer F1stim46 rnlax" OLUMAMMEX App,oved for Use amrcwdFar Una IMM1 a g prods_ road- Rtnal•r « I�-=- Coese se, ANOU«t or. inIll�li t' 1 raeeel Alrsei Rocerg SYnaem, Da1C l0DN5 DMC 15D65. DMC 1155 OMC 209S- 12,112025 Yen No NA-01-190 tOMC 5V Florida Department of Business & Professional Regulation Building Codes and 5tarderds Product Approval Application Detail Page, 2 d4 a 1l2 mamma -- -- -. im version MMLOC%rer I r a License VaimaIM ev walm Submitted FOC Approved sielues Remission 2D20 T)Iw w-Tru Corporation Staw Jaipareo, Lynam F. Schmidt P.E Ryan King F.E 04MM2021 1213112020 011:2IM21 080322021 Appo%red C4raadtY EAtergr Doors (am 843-7628 PE-43409 (813) 767E55a SUDCate" Swinging Exlenor Dom Assemblies s)aaidersonathern bu,co Compliance Memeod' Evaluation Report two a m Florida Registered Archiract or a Lwenaed Florida Prdesssdnat Engineer FLt2D46B4t6 Products for t2aa coalman aaa Y omd v h ua Mu u..-leer sir Ma.. Quadivillissurahce p j o Ancenv l lar lMe Appoyeed ia.fiYUZ L111tlWr ""'' i✓aaail R al = &ISiiYm 1 a ThermsTru Fiber-C1vsmc and Snooth•Star Nominal svak..8 aquMimpactilquot opaque t2P31L20.r,. No Yea Yas WA Composite Edge Feberglssa Single Door (I PWpksglDu1sw1n%; X can6guradoo) 2 b Theme-Tru Fdoet.Clsside and Smocth-Star Nominal 881131018 dquatinpact&quot Opaque 121'a1r2022 NO Yes Yes VA Composite Edge Fiberglass Single Door w4h SakrtA(a) Onm•.ndOtas,lrlp, XO, OX Or OXO configurational 3 r Therms-Tru Fbar-Clawc and Smooth -Star Nominal S&O W8 aquotlmiaact8giart Opaque 123112022 NO Yea Yes WA Compost, Edge Fibaglasi Doubia Door mith or Yedrout Social (Ine slilatOutYmng, XX Or OXXO 4 d ThemlaTru Fiber -Chas wd Smocch-Star anan. Nominll 8803g,0 8quotlmpectSquot Opaque l2rdi=22 No Yem Yes WA Composite Edge, Fiberglass Srgle Door (I naWrgrOugwetg XLvn6gurabanl 6 a Th.-T- Fowl-C1a651. rind SI-th-gar Nominal 6SX30.0 SquatimpiM4"ot ci-que 12n1r OQ_1 Pa. You Yea WA Composite Edge Fiberglass SFNIe Door with sdeifefs) (In-SAXAawng, XO: OX a OXO cohfigurstiona) 6 f TMarma-Tu Flber-Clalarc and Srhpc& -Star Nominal 8&03(AO &quot-i mpact&guot Opaque 12J31mr No Yee Yea WA Composite Edge Fiberglass Double Door wth or w thout Splatters (IrlsayingiOslnwng; XX a CXY•O 7 g. Therm- F,ber-Clxi sw eno Smooth Star -figuraeona) NOMMA S&M,,8 &IWL2lrssact3gu0t, GIA21id IZ". r2022 Na Yes Yes N'A Compete Edge Fuberbhms Single Door (ln.wirrglCufswrr.g: X-AS.rabonl 8 h The rn Tru Floe, -Clain and Sno th.Ehx Nominal 680139,6 rdluot_'1rt 1ct4quot rada2e0 17731,IM22 No Yes Yes NA CWrtcn w Eage Flberglasa Single Dow with adelie(s) Onswrgi0.aswrg. XO OX or OXO confaiulrbons) 9 1Therma-Tw Ftb•1-CWsw and Snadm-SUT Nominal 6&M .8&gwtl npact&quot Glazed 1213112022 No Yee Yee WA Composite Edge "berglas_ Double Door oath or without Sidelsas (irlemi4O bFmng, XX sir OVID Coringuraici 10 1 ThernNl--Tru Fiber-CAasab and Sinooth-Star Nommal 88,01 0 &quotl rrecactaquot Glazed 127311= No Yes Yad. N!A C,npposlb Edge Fi bngim,3 SrvJls Door rns;Whgg�Outsvft X mrMgur�on) 11 It Thelma.Tm Fiber -Game and Smooth -Star Nominal ALMO lquot-rWMauot Glazed 1 1r2D22 No Yes Yes, WA Composite Edge Fi aagf ims Srgie Door wdh Sgddte(e) Onswnalriumv4 rig, XO OX as OXO Wnhglrratgnii) 12 1.The,ma-Tru Fsh+er=„Iossic and SmoothSlal Nominal 8&a3F0 Gyred 112*1 t:,022 No Yes Yes WA CompDwe Edge, Floax ss Double Door oath of without Ssdelrtes (Irssmhey hfMwing. XX Or OXX0 crnfiguratwrls) 13 m Th•m1a Tru FlDariWssY_ ant Smo<nh Star Nominal 6&a306 &quozlrrlpact" Glazed Wised tii3Ii2022 NO Yas Ya. NIA. Open Conaporie Edge Fibetglase Single Door (InswrgFOulswrg, Xcorahgurrmon) I n Then) Tru Flher-ClaslSic and Smooth Star NomineI6"3QS&quotNrlpatt&quot Glazed Wild" IZQ1r20Ts NO Yes Yes WA Open CompodDe Edge Flbeglass Single Door with Glazed Molded Open Sidel"s) (Ins«wig/OAv,trig XO OX or OXO contgwabons) 15 a Them. Tru Fiber -Carr, and Snnom-Star Nomma166Mller8 aquotirrpoemquot, GlaZW ,,bided 12131 r1027 No Yes Yes NFA Open Composite Edge FrOeglaaa rouble Dom with Or w&h t Glazed Molded Open Sclelites inswirlgiQ+dewing, XX or OXXO confrgurabor s) 16 P. Therma-Tmu F,oer.Cgasaic and Smocth•Shsr Nommist &&yf3p;8 &q ll rrgaact8qunt, Dpagva f''d'1_ 1f�Cr2;-'-' No Yes Yes WA Campmate Edge Fiberglass Single Door with Voided Open Sidake(s) {InarenglOutawng. XO OX or OXO tndlgurabons) 17 q. Themes-Tru Faber-C4e and Sn.w hl Sb r No li-i G&N308 &quorim p, Aq,,ot Opequc 12Y`ir20.... Fib Yee Yes WA Composite Edge Fiberglasa Double Doorwith of is ver Glazed Molded Open S.delnes (In%Wr7g1Cl1ai%rg, XX or CXXO mnflgufabonsc 1' QM mug yVIIIIgD Mamdacttea Rewron 2020 PGT K6,.0 es ca•yay. Euenor Door, 8uber.gery; Siring fxbela DoorAesi mblas Camyliaraa Mail Caalc irt- Man a LW.g FLR6f -R]3 RedurS. sins F}adsd Medal Number or Nenra 9 BO0.ii70(Large Ms.ile lmpert) Florida Department of Business & PrcMtaslonal Regulation P,rr I .f 1 Building Codes and Standards Irw= Product Approval Applkasdon Detell ERKYor all am assleandi a gas Conrad Hsrinaa&"caw vaobwlt VaNdMed aLbmlttd Lac Ameftld Auaa Jens 111-rsh Miami-D.der DCCO CER M.rri-Dade RCCO - VAL t iSM20 10/L6M20 11r,1120:0 Approved tore i) 4aba I od fTeeD ] 1 YSSaO )rosowssn@pipnaslaus- am asrryAssseaeee AoWW4Wfile VW Awromfar U" aft~ pedw aaamLookoa= imLoaam alul0li alatmad= lladipl priessune Vinyl ass" DUen Doer O4f14=1 Yin Y., Yea WA IVidreh 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,��, 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/;-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT} FL20470 +80.0/-80.0 f 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 41141/2026 C. SECTIONAL Wayne -Dalton Series 8000118100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (6X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707f727.747.and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE_ HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351 A +55.01-55.0 psf 2/16t2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/261/2026 E. OTHE R 3. PANEL WALL .lames Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12-131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum. Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 QUA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Oft' Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 Ni 12131/2024 Lomancoe Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boml Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SSe DMC 175S, DMC 200Se DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A 12/31/2024 M iTek Industries, Inc. Truss Plates F L2197.1 se FL2197. 5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL PSL, LSL FL6527A - FL6527.5 N/A, 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products. Inc High Strength Concrete Lintels _ F L1774 N/A 5/25t2024 The products listed below did not demonstrate product approval at plan review. 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) APPLICANT SIGNATURE DA TE N Florida Department of Business& Professional Regulation Pig#1 or W Cu � -I•-, Budding Codes and standards 11252t22 > V Product Approval Application Detail \ a•% 0 3 920 EI11®LQC Sala ,2Ltt OetR Pentlina .1w CU LL M Manufacture r= verski0Commi m Fwngr A/ lrewbyabValidatedIgun e Validated Neel •. FaC AaDI0Ya1 �SSu Amu • Revision 20T Themla-Tru Corporaern Sieve Jaspereon Lyndon F. Sorimidt, P E Ryan J Wng PC 07173f= 07MV2020 o7YArm IOil Y2020 Approved � C) ceUpory: Exeerior Down SubCate9ory. Swngarp Exterior Door Assembles (8001 843-7629 PE-43400 (013) 757.6556 s)ospwnon®mm eatru cc -CZ s•� (n CORWiatlee Maalod: Evalu»1 Report from a Fbr Ida Registered Arcfstld Licensed Fbrda M (D -� 0 C V a a Prdefebnal Engineer 0 FLAM?04t3 PPP Produuf cts Apafa atA for Use A! ft for use � O Sea s Product Model. Number or Name Product Down prices ContractEirr' tl Date In HWVHZ Outside WHIZ Raala it Prasan tT't � _ mm t a Therms-Tru "bar -Classic and Smooti Star Nominal %0*8 &quotAmad&quest Opaque 1219172022 Yes Yes Yes WA `v O Composite Edae Fiberglass Angle Door CU O (InsvrrVKXd rith% X wnliguraWn) 2 b Therma-Tru Fiber-Cloasid and$hroosh-Stu Nominal6u3S 88lquot:lmpad&quot Opaque, 1V3112t}22 Yes Yes Yee WA Composite Edge Fiberglass, Single Daor forth (j, a L Sk4eleeie) OruwinpaWawing. XO, OX or OXO (%� �Wl� 1 0- comb gurations) V ♦ Q 3 cTherma-Tru Farar-Classic and Srlaocth-Star Nominal 6&M88quctlmpad&qubt Opaque 1213l r= Y•s Yes Yea WA Composite Edge Frbesgloss Dou We Door Wm or r /1 memout axlNlMa(1fwMngA]«Av,dry; xx o, 0"o �J / configurations) 4 d. Thama•Tnr "tMr-Classic and Srnwv-star Nominal S4M0 Sgwt;IrnpadSquot Opsque t zr31r2022 Yes Yell Y,u WA Composite Edge Fibevlam 8ingW Door Orlaniro' uirving:XwMpuralont 5 e Thom,- Fiber-Clusic and SnoothStar "..-1811 ligeest;ImaC&quat Opaque 12r31 12tT22 Yea Yea Y- WA Composite Edge Fibesalass Sine Door with Sgdellibi ilnsu nalOva roes. XO. OX or OXO cWhouraborl 6 r. Tnllmsa-Tru Fiber -Classic end Smooth -Star Nominal A&M,0 8q"IrnpadAquot. Opaque 1 V31 rM22 Yea Yew Yes WA r..omposlle EOge Flbeplalu Dou tare Door Wm or wMmrrt Reielnea (he.xrgrOrw.:rg, %X nr OXXO configuraton 7 g Thershi F.bel.0 OSLC and SRoOlhStaf NOmin2l6&M,8 8gUOt; mpadaquW Glazed I Zf3172022 Yes tare Yee WA Composite Edge Foi glass Single Oc.a O rmwir1p10uMwilg; X wrlflguratbn) 6 In Thorns-Tru Raw Ciassr and Smooth -Soar Nominal 6&M39.8&quf7thrroad6quot Glazed 1WI0221122 Yes Yes YMs WA Compering Edge Fiberglass Single Dow vwth adelia($) ¢rlswnng. 3H}. ^+X or OXO cnMrpwasatt) 91 1 ThwnwTru Fear-Cmsac and SrnoatiaSbf Nominal 6&N3g8 &Quat.IrnpXd&quot. Glazed 12J317202.^ Yes Yes Yes WA Composite Edge Fitellglea Dou Me Door oath or wmout Suellrle (ensrwngrOutrAsrg. XX or OXXO Configurations) 10 1Therrra-Tru Fibs.-ClooMe and Snx)Wh-Star Nominal 8&a39,03clud; ImpaGAglwt Glued IV3I r= Yes Yes Yea WA Compoere Edge Fiwaglass Single Door (InswrVOulawmg; X configuration) 11 i(Thermai Fewr-Cuaacic and SnicatWitsr Nominal8&M3ta08qucejmpact&gri Glazed 12J"31 r2022 Yes Yas Yee; WA Composite Edge Fberglass Single Door vAm SdelbI (Irmwinproumwng. )O, OX or OXO mrdlgurmons) 12 I. Thertm-Tru Fdtar=rhssc aria Sr.w+;{1 gat Nominal WA39,0 Squotimpact&quat Glazed 1131f1022 Yes Ya Yes WA Composite Eiger Fiberglass trouble Door with or without Si esidee (inemrg00tra ing; XX or O)JtO carlhaurations) 13 M T1lerm2•1ru Flbar-Cnssic and SlnGOm-SW Nominal 6AA3g88quar, IM;us=gUOt GFYaclua 1IJ31 r2D22 Yes Y66 Yee WA Companies Edge Fpergtaes Single Door vain &qud:lJon-li ped&quota Sidal*s) (IncranWOutwoug; XO, OX or OXO cordgundms) 14 n. T1ls sys-Tin Fiber-Clauk and Srnoa4h-tarsi Nominal 6&il 8quratemactdquat, Opequs 1213111ID?2 Yes Yes Yes WA Composite Edge Faai glass Dottie Door with &wallon-lmwrdSquat; Sdeftes(Ineaangioulswng: OXXO conrquraation) 15 o.rheaflr-Tru Fiber-OlsascandOffloodl•Star Nomnal6W*,0Squat Irnpad&QUCtOpaque IM112022 Yes Yes Yea WA Composing Edge Flhegta' Single Door with 8quatMwrhepad8qum Sdelde(s) QnswnyOulswmg;XO OXorOXO oaNigurArbws) 16 p Themle-Tru Fiber -Classic and Smooth -Star Nominal &&X 0.0 Squat enpoR&guot Opaque 12131r= Yes Yes Yes WA Composite Edge Fsbe%uss Double Door Wth &quot.Non•Impad8quO1; Securities (InawrlgfOutswng; OX W conmunsil 17 q TFwnla-Tru Fibs -Classic and SnnoBs.Star Nominal U1113gS li quotNon-ImpadBquot Opaque 1291= Yes Yes No WA Composlle Edge FOmglass Single Door (Ins"rwouraar e; X Oodguration) 18 rThernse•Tru Frber•Claaee and Srroodt-Sir Nam nal8&M3.5&quot Non-impocaquot Opaque 12f3lr2D22 Yes Yes No WA Compote Edge Fiberglass Sirgie Door with 9de1Re(s) (Reawnay0uewng. XO. OX or OXO configuraborw) 10 i.Thermo-TnlFier-Claegro andSmootlrStax Nominal 9&ra90,88qud,Non-ImPaudrqud,Opaque lmir= Yes Yes Na WA Composite Edge FbeMlaa Double Door with or laahout SdMaee (RtiYdrg101Jtanvleg; XX or OXXO mnngurre u r 20 t Therms -Tr• Fber-Classic and &nocith-%r Nommal8&#*,O SquatNon•Impac*ywt Opaque 1213172M Yes Yes No WA Composite Erb Fbeglaa Single Door (In"rig/Outseafg; X configuration) 41 u. Ttfanu•iru Fib--Clwsew- and arnowh-GA Nonlmel O6.YDp.08yuct Non -Imp x8gwt; Opaque 1201r2022 Yea Yee N. WA Composts E.*,m Fiberglass Single Door with 3 delee(s) )hIpo gfoutesong. XO. OX or OXO corma.lasons) 22 v. Themra-Tru Fiber -Classic and Smoot -Star Nominal SAM,O&quotrJon Impad&quol; Opaque 121131 r2m Yea Yea No WA Composite Edge Flbaplas4 Double Door Win or wthout Satellites prwrengJOstowAng: XXa OXXO rn,fturennn. 7 23 w Thorne-Tru Fibor-Classic end Slnedh-Slur Nominal 53111308&quoLNon-In osodli GIN ad 121311211T2 Yes Yes No WA Composite Edge Fiberglass Single Door OnswrgiouFJwnW xoorrfiguraton) 24 a_ Thermse-Tru Fiber -Classic and Smooth -Star Nominal ft"91.8 SquotNon-Irtpecii Glazed 12131Y2Q.."^ Yes Yes f`10, WA CompoaM Edge Rharglass Single Door Mtn Srkltu(s) (InsWrg701allswrg. X0. OX or OXO configurations) 25 y. Therms-Tru Fiber -Classic and Smooth_Star Nominal 6&a39,8&quot� ,Non-Irrot&quot Glww U031121122 Yes Yes 40 WA Comprise Edge Fibarglasa Double Door win or Without sdelses (krJeringlputawng; XA or OXXO configurations) 26 L Therntt-Tru Fiber-Garbe and Smoosil Nominal B&XM;O&gUorNleh. Irrpadaquot Glaiad 12f3lr=2 Yee Yes No WA Composite Edge Fiberglass Single Door on%ni glOWawsg. X confrguratr«7) 27 za Theama-Tru Floor -Classic and Srnovich-liar Nommat 8&AW.0 Squott torn Irria"auot Glared 12131re= Yes Yes No WA C-locaite Edge Fiberglass Srgis Door with Sidellw(i) (InswrlgK3ulswnp; )XI, OX a OXO wrfguraltions) JN 26 zb. Thems•Tru Fber.Gasslc and Srroctl Nomind B&4W.08quotNon-Irrpact6quot Glazed 12f311d)22 Yes Yes A `n Composite, Edge Fiberglass DOUba Door Win or 1 1 L wtnout SdalNa (brvnfWOutr ing; )O(or OXXO U oonfguratiorlg) .. I Virtual Review Assist , Inc. piQr,s Review N comp) d and d Florida Depertmerlt of Business & Professional Regulation ce l 2020 F BC 7 h Btlurllllg Codas arts Standardst O i C O r?�' �% I i� a f� �„ f�AJ�kt�"1 Product Approval Application DeWN Edition by Debra %-1 Klahf P)(230 "AM -PA. cow _ �Y9r mt _ >u messing mu >� atommrl FSQ Amormaid Ammum alaarl Rearm 2020 All Wledawa and Dons exent9nires" Los Rllbttt Lana Ereren M Undl, PE 160r202a 1010612020 imar1o2o 17f %=20 Arcrwad Caepory: Eaten« OMre 1717) 385-3300 PC-aZS14 i71T)317-6454 SubCoseesly: Sidirs0 Extelw Door AssarbMs bYtlhgergmhMr-n CWVIWXO MMOQ Evauall Report rom a Florid , Registered Atehrteet or. urwfs.d Flared. f LNi132.Aa PT.dud. Prdnsimd EngI r tins dlanr Aasufana n AurONed for us. Aaoror•ara mt9QY 91�taali Vie ala�wa _ D SERIES12 UMINUMSGD SERIES 420 ALUMINU M$GO OXO imir,024 Ne Yea NO WA 1KLRfNFORrFn 2 SERIES 420AlAANUM S0 SERIES 410AuMNUM9000YXO, XX 121312024 No Yn ho WA Cin 966quct;xWd4oaL NON-REINFOW:E'O 3 9ERIE3420ALLMlNUM 5130 RE3WORCED SERIES 420ALUNINUM 3GO REOWORCEO OXO 12012024 145,3-640omfi60qua. No Yes No WA 4 SERIES 420AlDtANUM SW REIFORCED SERIES 420ALUMNUM SGD REINFORCED DX IXs12021 No Yes Pa WA XO. Na•d; 3 SERIES 420 AlLIANUM SGO REINFORCED SERIES 420 LUMI SERIES 420 ALUMINUM 60D REIEOR.CED XXX 11I3720:4 No Yes Na WA 14364uot.41i ot. CD Florida Department of Business & Professional ROW ladon rege r ,r7 Building Codes and Standards lffl=1 Product Approval Application Den■ Fa EaML2[ an 2" 2MLaWAm are, Zen vowon unwatim CoNla olsf•a&License yyullik YOM 29MAW PSCAmrovr Approved aft Rewfeon 2DN ways e-Oa1ua,. urdon of Ovemead Door D..Yr. Vanish on EScates .harry P Anecorl. P E 1NIM20 OW29020 10MO20 12M62020 Approved V/) Ca oww. (330)7634121 PE-51737 (904)$71-5200 Clisporr. E pro, Doss dlsornishO wynrdatm c SL* Cflag«Y' S.915-1 Ertalor am Ae,aferhq on Fingal arranfafkr Evalur Reia*t trap a Or Floridaionitrrecnesse tor. Ua+laed Florida Prdeisbad Endnear CIO 0 fi[lzillt P'aMcb amJ1 atlaYOL.&taaaore ca�attlnmae 6gR[mlumare A®rage In MZ t thus 1BRfZ Imaad Radon 20M ftzt■at � � 3 60L4)A100'62D)111105 MAN Max wiin.14aa3i:Max heq>hl Gill 12fl1I.'023 wnh In No YN Yes -31 ON-35DO ^ 10 80C41610tY62001Ft 12S aWS . Max een. 14 039. Maadlon d 0,o 148ad9: hlsxheight. 'corn/ 12f31f.'4i3 16a .malatie in too a Inlomlodste sedlor. NO yes Yen *30,001-39S0 0 Y.i 11 800J1610D762DD a112i IU439 Max Wdh 1468" Max hoced piano 1201=3 No Yes Yes -34.40,156 30 milabs m rep a OleenMbre seAam_ Z3 Florida O Dsputmerlt of Business & Professional Regulation Bulling Codes and Stardards Page, dill Ipyml L- �`) Product Approval Application Detail < D fie time sins Y®1® N�aGM� CDtlacat ilalYtill Ea✓�laall®s[ Yii�t oat Oat YaYaaW alnmma Wm Dateamusing f6CA11orawe a■. A,,,,-d agS Simpson, 2020 Ctrnee Ordain 01 MOG Inc. Gasiow. kirtwor vows Ton Way UL LLC Troy Bishop. P.E f rN11 sire za1 ] 1 ua4D 1pr-orru 17110,M0 1201 17121rdg20 Apprnnd aWCaegaM• Edenor Door Can"Wils tan. raasygesaeaoloy.c. CORpartte MNholi CMerrudpl *$it Or Losing ins F W 1637.Rs ►ratlsaza cluYaYAftunm Aasrewd for Use Acera•M for Use IMDW Dealer, ma ! Nifilearear eager $ S la J4," Outside W" Rmili art Cnis n 1 607. 70T. T27, T47.757, T77 and &47 Shrine and Pelrs of no dt Glazed), and Louvered sheis and Pain d 12m li= Yes Yes Yes NIA F- Dean haatair nldr doors 0 Lu C:: Flair Department of Butsiless & Proessional Regulation hue I ore Q Building Codes and Standards 'FJ=1 Z Product Approval Application Datall FLO710"E Q C.A. Mly at aide m. Ole F-exuA d go J lam Yffi1Ht Manufactures ram YaNddoBL YMIA� gmK a Fac Amur a s ash lm Rea2D20 MI Winders and Doi gtnerilcan ®rent sdi ga Archd. ect.810.rn M Unch PE 11717rWQ 11r17f2020 1 V27fa)20 Aroso+ad eatea«y: lMndaos r71T)365.3we M enurecaren Assocaton 1717)3174454 "Cragory: Gigla Nung bsrtlneer®mlydl can SHEET NO, C.OrpitM utood: cwmu w Mein w Ll4st1ng QaalN Aefuraen Apartheid far Urse AOOfaVaO for Use ¢ffi3 _ frebitl Model. NAbM or Neme 1e5 SH preduct pretension comeal EII "iota Da• 62i72 FinA-icings FMrn IGFG Sllple Hung 1M192t>aJ Yt HM1Z Ne QRre► IMiL Yes taQar& Reagan No slam Israeli. -601-b0 Lee14ra1.d Glass PA1 0 ■ N (/) > .+—! Florida Department of Business 8 Professional Regulation Pogo 6 of 9 Randle Department of Business a Professional Regulation Paris r!, Florida Department of Business A Profgsslonal Regulation P,qt, d1 Florida DapattrTwTnt of Business A Professional RsglJtatiQn Pass of � Building codes and Standards 12sPo22 Building Codes and Standares Trt2 ], Building Codes and Stiandenla +awro2, Building Codes and Standards 7srm2, O Product Approval AppUzatlon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application D&W L L Q rLrla3m-m Q� O _ toter am 211 Ca%Pending )� � ' � �� Single [ 21s 292 DYLbm" lads £Q49 -atmarsi pat gn ow PMEa Rat � _ zmft __. . .g an DK*P"N� picot LL � � im Version Nanufa=rat Canto& PrlyKaLrtnse VMdnkd am, ! d rSC Aaomvm Appt� StaYla i)@! S9Ear1 t3Mla4a a utew Val&d4d au V,t� FOC Assumed aga<ma9 Atlas T a Y� ffi�iwY� C=act kuwa KAIS M Y {� $ mill 3Saa xa soon akam i�aY FOM016A.61 f YaWl�t �d i�af� EAS Anginal ARMM=d mma _� �4 (D ^, R4whio. '(= Thai i Tw Cwpofabon Slave Jeepenon Lyndon F. Schmidt P E Ryan J. King P. E. 10L07r2021 W1ar2021 lotl3rp21 12/15 s'02/ Approved Affirmation 2020 PGT Irw.*I. RoaOa� Ward -Ord. BCCO - CER Mhrn-G,da 6CCO - VAl i iofim2o 114,5r202, l i/t lm-101 Apkr:,*4 Ravr- 2020 Mt NMdewa end Doors Rim Stinger American Ards several £Fevre Y Ul�:rr PE 1M1fi+2020 1G,Odr2M 1m902M Arpovad IEewYon 2020 YI V,q•tlms,m Doors trwn 6aN� .,mason ArrA Wluwl 6lsuen Y l►Iri1. PE 711J2A020 1 t/12110Z0 11pa1Jt120 papovad ' ^ � V '�� /' Catatlory: Erierior Doors (8DO) 813-7828 PE•43409 (813) 787-8% A4immWiea a)aepef9pn($irMmlilltU.iA A Category; em,,da" .tea, (941)48e4)100 (7l&)315.2590 cetgry: wendutre 171 Ti 30n3300 M.nuhctutes Associaeot iri7)3,r-6454 CYaaYy: U41d0aa (7171305-33DO liftivaebmes Assacrspr ff,,M31?404 �E'�-co641aV'iiipgly: ITV //� V SL*CaiGensuplJrice Method: g Edeo n Door Swinging Fti4eCr DOOf swrla n+ Subcategory: Single Heinp itpowk@p9tndu9e10AC 61bCYePry: HaiTatat:9tow tr1.linger4lmu+d-cat» MACataearr. Read %1e4 Mwaud CeakeAan 1k4ial tKghOeAamMd win Ts U Florida Registered Architect orgy licensed Florida raapliriw Maarotl: CerOlw9an a4.ri te LNtnq am C.rtlpown" MFmott C.roNRcaon Lurk a L)seig add'+'= v 0 • Prdessiwsi Engines FLonmall9l Products FLe1S34a-1n4 RrAiJ• FlJe2a1614t7 Products Durav A1larxa AmramrM rat car• illustrated for usm t®aaii onk, Quaaty A euranc. Aparowelfer Usa Amrond ra Use kmw Dession 9wsLaamum mitm aoormarr1lw sneers shim O E O MOWLANWMB ammmm ff.0 a AMMA br Use Am tam INN hfMa'dlistening Conrad lydrdlaitur! In fix outsigis S Rediust gtteort $0-4 Produce mom. ramhr er sumo lhmlc+ 0esatoaon Sri Ip,b}pg gym alight 1f" wooxt Mom Nuabww *A t rfiam ow Pat In.rDRdE out" rim ! Pressure, � Q Slide! Product ModN. lumber or Name Product Description Contract Exterminate Dale la MVNZ outside NyM2 ftwk Frd Pressure 2 SNS!= ( Large AaaYe h�rat Vie/ Srgia Hang YAMow 07riorm25 Ym Ye, Yes WA 1 HS I Fin red Rang. Frame t3.621nwhtM G1.. OWW#24 Me Yen No e55J34 1 i6S PW 73, 72 nwiNsd Claw 04fbwon No Yen No .e(Yi0 het }s M CU 1 aThemna-Tlu Fader-Clae6ic and Snood1•uhar Norrwal Ball3gS&quctNon-Impad&quot: Opaque 1213112022 No Yes No NIA A_ O M > Compoeaa Edge Fibmgkes Single, Dow ' n V J (InswraiOutawkng. Xconfeguration) O 2 b ThemTa Tru Flbar-Classic and Smooth -Star Nominal 6&M..6 aqud,Non-Inlpegaquot Opaque , 213U2022 Composite NO Yes No WA V�! 9dda9(s) nsiVnglOu XOB{Or OXO X Owith' ^ a n ^ otroing, . Faer.Clp9aiG SmoolMSter oadpura0oru) NomrisillU W;8&WAtNM-IMV*dWot Opaque 12r31121W Nat Yes No WA 4�O �A 3 GTheirme-Tfu and Fi,7egals+s Composite Edge Double Door tw& or r� � V J Q TMNCUf Sidaime {Inswing/0uts+Ain6, XX cc OXXO configurations) 4 d Therrr®-Tw Fiber-C€msic and Stlnatll-Slaw Nominal 76.0113aD 6quot Non-ImpadBqucK Opaque 12131PZM No Yex No WA Composite Edge Fb"tas Single bow (Inavangisiorsaftvgi; X conflgwamn) 5 a Tnemre-Tru Fluer•C€assic and Smoc+ni-Stair Nominal 72W031 ,O squat; Non-l"Pad6quM Opaque l Zt31l='2 No Yea No Nita Compokeae Edge Fkaerglasa Single Doak even SldsshWa) jlna4vtgtOutawKag: XO. OX or OXO 8 f. TheMlo-Tru Fiber-CWsefr: ON Srilaadi-5tar Norflhal 86g39;0 $QUOY,NOn-tlmp.#BgUCt Opaque 1=112M2 NO Yeti No NIA Fia+da Department of Business & Professional Regulation F3 1 a I Florida DepalUnent of Business & Professional Regulation page i al Fibrils Deparanerd of Business 6 Professional Regulation Pyr 1 ai COmpfNRIM Edge Fiberglass $Ing Is Door Building Codes and Standards Iv+llt)i i Building Codes and Standards N5a1021 Building Codes and Standards 90=1 Oraerviny0uravmp Xcmfiguginarl} 7 g. Themr-Tru Filow-CNsai; and t'xlgoth.Star Nan.,al M$30;0 agnorNDrP4me.oaquot Opique' 12t3112022 No Yes No NfA Product Approval Appptatlon Detaa Product Approval Appiksdon Detail ProductApproval Applletlbn Detail Composite Edge Fbergis Single Door with Sideldsit (Insvrg7Cktowing: XO, OX Of OXO cLL.:.'„.asa 8 h. Thews-Tru Flbw.Ctwatc and Smooth-9Gr Nominal 86;r9Q04quptNDn-Imp lcd1quct Opaque 12/3172022 NO Yes No N/A Br .__sums Comps Edge Flbwg%s Double Doer vddn or i � DYd � Do" Pmd- l& FIFOI f ntaaar. diet pail D:L am � Era& N � M2 oil Lemam to %*l00 [Inawngf0i+laAing;. XXwOXXO Ia@ lieu 1 - c� VdiddW tar Alm F6CAmdarst Tyg j(>a[gt mmielo.-. coned End-,Atuesmer Validatedav is rjfq,�( � Atdaa � 1a= Yid Ye 11@ mmi Sim 9 i.Therma-TruFiber-CEYeicalso SmmtM3ar aDen4) co"llouario sic) Nominal Oil illquotNonampad8quotGlated i2i3112C+22 No Yes No NIA Nnrmdian 2020 PGT travesties J-P.Oo'rdi Wrmr.thiaeacco -CER Min-oedeRcr_o,VAL Ii'0=11?2J 11106M213 11111 o-20 a:d Rs.,eron 2XV nlimnd—ndD-s aentWinger Lui,RLm.e K So- L11Linen, P€ 1ae6Y.u2D imerm:211 tan91r20'M 12n512020 AV-gd Afternoon 20m PGTnduwnc xrsRosismanm wM-omr6eco.CEO! laart...0.doRCco-VAL 11AWD2e 110UM20 11ATrZ120 Approved Composite Edge Fiberglass Single Door eroos.y; vvlr a (941) 4"6 o too (rah) 315.2590 raeguy: wind (r17) 3a5-3300 PE-625i 4 (71701 r-6454 rategsv: nlneows (941)486-0100 (766) 315.25W 0ruerwrlplCDrrtlyAig, Xomhowintion) tr„bCategery: Find ircsowltl@pgdndfariesc aaabCalepry: %lams b - nP coos -earl ai)bCaFePre: Mui1teY, sae 10 j. Therms-TW Fiber -Classic and S ootn-Scat NOrrina) 6&039g 8 dqut*No,l mpact%quot Gla2ed IM172p22 NO yes NO NIA Canptaua Nedwd: Caskr•al Wit Or LhOn; CarrlptRnN %.mod: Evaingan Rooter tan a Contestants mabwl: came"" Mwk a Lh" om Compealte Edge FiboVan Single Door wins Reside, Royshved fvdlhac, ors Lail W Poll Sldelrul (InsmAr1tiOutinling, XO, OX or OXO FlAMA2411raMscn Fide-9 lingliear PLAM-113Fra3Fcu a) Wnrgmal 41iIae Alerl'eau Amrasad tar um Auto>alata6Yal 11 k Thems•Try Fier-C7asac sect 3moomS%r NomsW 65M3B:85quatNori-Impaci5quat Gland 12t31R022 8 681.8 No Yes No N/A Alai ProdaR Yade lemrbe dr Yen. aaaara p= (e,�+ j Ourddr ttVHi �gy� p t1Rt4La Raduas L -- - van / Product Yogll Mrrer or MYw 9WIDJUaKM A gb LS tm liMl;Z klm& J� Rd�a1M �Ni Compoeite Edge FDarglaab Double Darr wd+ at wlaiout SIdalHee (Invoi ngiOutaMng. XX or OXXO 5 PYV 562O fla7ge FAbaAe lerpwl m W1at Rod Ydmdote A 2825 Y" `!ee Yes WA Quality Assurance n AuLtat-fam Emil Dom i MuhM tide Nt DOMe and YgflWwK Aluminum Yuawa 06,+Z6J2026 Yp Y09 Ye, WA Wntpaedona) 791 ,posotkmn Carrell t2ar4Willigis � Alymhum O�d Visa 12 LThermrTru Fiber-Maaarc and SmodM&ar Nominal 78UPWO&wctNon-ImP=Squot Glazed 12131t2022 No Yes No MIA Qmrd Murton N'� Campos% Edge RberW@u single Door prlswimg�rtswig; Xu/gltlgutatian) 13 in Tlnerma-Tin Fiber.Clons and 3mooth-%ar Nnniw176+s36•0 aquotNols4mpadaquat Glazed 12)SIrA= lib Yea No WA Composite Edge Fiberglas Single Door vdth Sdefrs(e) (imedralouMvAng, XO.. OX w OXO configurations) 14 n Thamla-Tru Fiber -Classic and SriMMM-Sta,' NomegA Giants 12J31=22 No Yes rest NFA Cmnpoait.e Edge Fiberglaea Single Door (#nWAngfOUMWrlg; X OOMlgurapirm 15 o. ThartrwTru fiber.Ckm c and SirrooM-Star Nornnal 88g3CO aquotNon4,TpeK%&q^ Gazed 1213112022 No Yes No N/A Composite Edge Fiberglass single Door wide Sideli e(1) Onsn ngilDwtwFina: XO, OX a OXO Floods Department of Business & Protegsiorral Regulation P.2.1 d I Florida Department of Business A Professional Regulation raga 2or2 Florida Department of Business A PfofessiorW Regulation Pater 1 a2 18 p Therma-Tru Fibm-CA MC and Sn=M-Six configurations} Nominal WXM,O aquotNDrW mpad&quot Grand 12131)'2022 No Ya NO NfA Bedding Codes and Standard 17 Zt121 Building Codes and Standards 190=1 Building codes and Standards Itt2O21 Campos% Edge Famagusta Double Door v h or viie)out Sfdelkaa pnawinal Outsrring° XX or OXXO Product Approval Application Detail Product Approval Applications Detail Pry I Application Detail 17 q_ Therms -TN Fiber-Ckmc and Sn100g+-StoP nfigws6ions) NOmirsod a8636;8 dquotNon-Impadaquot Opaque 12J3112022 hb Yes No NIA Comprdi%Edge FlberglaeaSingle Dow elth Transom 0noisirgtOikeNing;OrAcortgurstim)- 18 r Therma-Tau Fit»r-r-Wo is and S'adooth-Stat Norntdd $9039;8 aquotNon-Imperffiquot Opaque 12131t2022 No Ys No NIA Salal G0<OLS tla! ®Ul Do bona am dtsae pooLa cot! asi go fig! Fall oL all iioa ditamam go Composite Edge Fibergigc Single Door, was 7i� YLiW6 Endrrea Lira- d:�ad1 YiiWtlO.A€ Fac Jiaeroved Yatmatai r aSLaYt n10 MAnadath:re eLLiA mn yAbLrad w YARM g FC A,,,M �g ) 7yat SddlY WmL311Esal/ ) .leL 3ta10�d ! aag@]aI Ata➢a Salr9"(ximindT—tri(Inave.gMiMvang, CIXO. ResAtbn 2020 Janes FpMe einAdeg Produces, Inc, CnW patdct V. Attar" Tan Jaen SWOON, R E. 01A5)M24 I2li4f020 0tNa2021 drip FBC soon RaWsim 2024 A1Ndm Nick TTiteht+i lyntldn F. 5ehmld, P. E Roan J Kwp, PE D2/,52921 O2JISri021 di)t2122021 04NY2021 APCro,ved ReNaOn 2020 GAF Ytffisa, Side Rreert Iferdtwn Jam W. KnQavld+, PE 0ey282020 OM102020 70l022020 12/1012020 Approved 19 a Thema•Tru Fie,-CF,a9ic and Smooth tar CYOX 6,OK3X0 06tMg11tTY1011a) Nominal S M,6&gtCCNon-InpadaglYt Opaque 121mi2022 No Yes No NIA CatMMy: now WON ($"1 747-0359 P661oa2 (332) MF-2526 CoMee' r Pa.0 vANM t330)922.2309 PLJ3169 (01317t17.6555 G by l: Rranq €400) 700.3411 FE-olim (04) TT2-0224 Compoeft Edge F"rgWn Shoo Dow with aubstaedoq: going c6td.dkrda Jertvedi■a S bCdtw+r Sdata mhwlTi»ar@.iaide.ew,r atbedtgply: A1pna a,noes matNtQ)pN.eM Dow*.(*) f ism-SfOu%airigXO, OX or OXO C*MNwtt McMott Castration Roast two a e eon Cempmose. Named-. L"arualio+ Repwn tram, rarrpFwipe %dam: troehadlar toots Camnuars Head also SA OotMgur&U" FIMM RWOMd ArchKed we lJaned FbriG fiaddeR lewd Ardiih-1arUcvnea)Plo4dr sigh FI11dde Registered ArdvOtr4aa U0at15ed Florida 20 t Them o-TN FlbewCIOuk and S WWAP.6aar Nenlin al Baedgo aQl1fINM-I q+TOt aqua 128111[ 2 NO Yet into WA Pr/ , .i Engineer ProfeStipNl Engreter personnel Engineer Compa47a Edge Fiberglass Single Door 4ykh SlrJeb*s) Qnswingbuwvng: X0, OX a OXO F W13192148 Products fLM32T2-R5 Rmtat t Contirwws Hand and Sill WnRqurskiorm) Que1Ky Assurarntt NaFWWia Ws Amrovsd for V6e lmim DIMW GivarlIvArnmararmor AmreWd tar line Amrowd for Uam kniEL gsam U" APgro9edfdr Uaa 21 u. ThetnsTru Fiber-ChuC and Smooh-S%r Nomina l tS JW6 SqueK Mon. I rrpeclsquot Gazed 121311202i Na Yes No WA sans Product ModY, NLMOf Of MM gp(kKZ,Dommm ccit ct Eaatradn Pact tutu C outatMm Relative P.p$sur4 AW Rmute U92!L0-6. . Us- sedud o~p0on eultrad thsdratlon Data nklsmz Ou1NY MN,t R.s Mama JIM Kocbi New C domKl%Eclge FkmagUs Single 00a wlm vng' XO, a OXO 1 r„plyhmp Liao S" ilea-oemrnl Imp*Kng 82/"iR033 Y. Yes NIA WA I a aqua2Tr.q.W Sots Vent w sated Vht4 IZnI2023 w ye. No NIA / GAF AIPNs fmdauns"' rorpa3anisforw0laws, IrrenW43•teb and ,2J76tID22 tb Yn NIA WA Costinso ,Flo(riswild S r„PrWrwtwe Head wild Sl1f Wr,bgurmds) bo 2 HrrdeFluJe Lao gdMp Lberalrmn lap slid g 1213120J Yw Yea ills N!A z a A4aA'ranca i4Aquet. Ooze vine av coma W'ii Sde i2/34Ga2.3, No r Yoe No IP *.Pose Nw Wsisi 22 v Therms-Tru Fuses Classicend Smodh4kar Nomimt OU39:08squotN0n•I rnprssSquat Glazed 1213li2ni2 No Yes No WA 3 � aged Q4tAarar Menage B.arkd4dr39: urmr vine a said utg4 sc� 12731r2021 No r49 No WA WA Compaiire Edge Fiberglass Single Door with 4 d Lmap844tot Saw, Vesta suin Veto Gin 12131rz023 No Y., No NIA sowbKs) (InswMwordsvMg; X0, OX as OXO - e tteast-chsle 004gm,d; Sam wail a Said Vrpl Gain 12r3/ra023 No Yea No WA Continuous Head and Sol configurations) _ 1. bqud:..tgw Spat&q w So" 'Vent or edmd Veto Sea 11131 Ow No Y., No WA 23 w ihmrna-Tru FiberClassicarM 91>ootlaStar Nomine I61IgM.;8 SquoLNon-Imisadaqu of due 12/51t= No Yes No N/A CompoeI Edge FftMis Door PonWAvMi Vartbd SideYie(s) 4 nsedrpFOuWiwp: XX XXXw XXXX canfigurabons) 24 x. Thevisse,Tru Filerd'Aee sic and Smooth -Star Nomint185#3908QwLNdn-InpeTtaquot OPAgiTsi 1201/20= No Vas No NIA Compow s Edge Fiberglass Door Panama will Vented Sidwiti (s) (InavAMPKAasismeug: XX XXX or )GO(X 25 yThemie.Tru FeldLlssaie and Smooth.Saor conha raiona) IM112=2 No Yes No WA COmpcaite Edge Fibe QM" Door Pil"i$VAn Vented SideWO(s) QnswingKXIW wg; M XXX or XXXX Florida Departlnerit of Business d Professional Regulation poi , F I Florida Cispedmerlt Of Business A Professional Regulation pap I at Florida 0s parlment of Business A Professional Regulation peat. I of I config,aatiaas} Building Codes and Standards rolow2i BuildingC Ides and Stasldar ds 1.idib7i BWId)rg Cod" and standards lar�il 20 z TNrrr's•Tru Fbo -Cisssw and Smoth-Star Nominal 89030:0kpstNon•ImpsrJBquot Gla4ed 123112022 No Yes No WA Campaigns Edge FibeigWn Door Permits wMa Vented Sideak(s) {tnsvMPOtmwhg; XX. XXX or XXXX Product Approval Appntation Doled Product Approval Application Detail Product Approval Application Dealt o0nfiyaaatonc) - _ 27 JH. Tivrma-Tw Fibe,Ctasar and Smoodr-fir Nominal 8aa39,68quMNon-Irtpeclgquot Glazed 113112M NO Yes tJo N/A Comporkw Edge Fiberglas Single Lbw win 36A+390 6111=0 - _ - "Stiead _ WORM Sidt!lae(s) 0 nswingKJuenaing', XO. OX a 0X0- Sail .Entity or Dais 21, Ddf.$0elloo AYE £941 E011tr.9d "I Etta flan Paldm Pat_. - .. - -ffift or------ -. _...- - ---. _. 2n an a" Pledya _ go 2C. Therms -Tau Fiber{J89ylo 4n0 5rn100M-S%r mif)pirsswa} Squot npecl6glMt; Grand 12/31i2022 Nominal 86#3e,8 Nan -I NO Yes NO WA TM version Endntert Lkefwe Validated IN A1IUftd roe Amro1d 21AIR. L M jia®'ra- McKnireiure Sart.4 t;natw.a A LicenseyaidA"Yu V.N".d l FBC Amrntai attach! Sam Ila! 1 t V4.y w,.r / L�tw A, Llotryr vood rid at ref i Pat Amy ! siesta Composite Edge Fiborgiaia Doable Door ells RrTylsTm 2020 TAMKO Bolding Pivaluda LLC Kern Side Rpool Nlarelen .k.n ev- Kn.Mvidi. PE iWQX120 OWP IT.20 10tt.*l_r02i, 17nWX rat A--d Rr.1,am 2020 L V TnOnpsco, Inc Q.a Thompsen nic+d.ciwa Tony Onnsuaan Zeeman, R. Prom SIYn+i M UIM, PE 05"Ir12020 09'1BRo20 OIL120020 1711UN20 Approved Reaem 2020 FlotM MOM PaOdlde Ind. CYh Jones Janes L. 9rdYt. P.E.@ Steven M. URd1. PE OWV2020 01,092020 110047020 12n6r20N1 AW-41 38#W,OSlddiles{IdIA1Ang10Uta11iffg:0)00 Ceagpli:Reong (417)6246514 PE9019b Ie54:�72b,U4 MohasC.aIP-yc'MIC0r f3131744-3456 RE74021 171T)317-e454 Creg.W.Rooing 1904)7a54400 COUCKEegeeemp 1717)311•tl434 tionfgtYabon) BWCatcall UrvkOoWmres kwK ld"arnit0 oom Ciegony. Ryt4A0 twyogomahtoomg;an aJrCdagorl. Rotting%A-- OW sat to drs@6rroo.00rn Pt�11742 29 s-Tru Fib zc Thermer-Claws and Smooth -Star Nemina! BtStr390 atWotNon-Irrp quek Glazed 17.13112= No Yea No NIA �l� y,)g,pM p�U� Radon tam a aWCahspry: Rmtng Atxssai«s a1r1 err 9JY Integral Pan aM.Raoarg aythm Composite Edge Fiberglas Sloe Door with St4Og 0 a.paerrd ram..r v. a v-a..orr Rrays n IN si Pen one Rmtng System C.atiee ereamob d: EVrssalitel Repot awn e SidoliWs) (I nowarip'Outowirg, . OX a OXO Prdeuxnw Fngnaer at.ad EwNehm P.pam tali a s Lawnsad FIeMa FbaM Real WnhgcrrsAona) P4om,as18da9g;08qutXNOinimpaa8iquoc: Glued '121 iM72 No Yea `40 N1A, - Flwq; vafistared arorrtacl oraucensed Rom Floddil ." Ar 6.vNaiRect Proless:oml eateries 30 zd Thsma-Tm Fiber-Ga.Ye and SmdTDd1•Star Cornposiro Edge Fiberglass Double Door with PL021ZIoM Prodauu Praerswat Enwow a.. F eell� oi 36i39,0 SIdelAa[InsWnglOutAMng. OXXC Quality Aawrancm A Kkadl2 uu Apaovkdfa UM LB t )?� Fit col&-%3 Prmuda conggurebon}QuidayAmigm $Ea.$ = -•rJ IISla} Pnsa�e Aonftad (at w Agencies! t l Rem I 31 2e.Trseima•TruF)ber=ClasleandSmoMZlar Nomtgl7as39;0aquidtNon-imad8quot,ShOKO 12al!0022 NO Yes No N!R I)6iiAmr2023 Ye9 rY- MIA WA guests AUW-t AmcovedforLisr a lm GOM t19a i 2MWd= Sssa Composite [xipa Glazed Fiberglass Single TAMIGO R60f UIWaAaytmeKs{FINS) Rod untlaeaym4nis fausoh F8C W4H2 5.ia,i d.'Lllg cad YpY lamina a rim. PrpmT,'t Dimon S.gYa iAttWJi BFWtlLIDpIL llall�t C�MIa 3 - FLN41C0 hew: V 10 KWPvOK4gtat: MKni•um R4De K6 kr pdched r00'a feariata0 1213i� Y A � - Door with a without 154139:2 -%delta(*) ilhsdeeens 1 TANG? Fix TOP C A. Ridge Vent wall Sofia as Tie 26 go. Ydts: roof vordWor vein ballle 091091" Yee Yos NIA WA from 0 025' Ar mriurir (IW#AfldiOUW4WV. X OX XO or OXO OM fyUfMOne) 2 TAMKO Roos Und.rbywwd9(NON44VH2) Andunr4daymmhfees. In FBC nrer4A4Z DGv2gP02i .vo ye; NIA NIA TAMCO t3gpsen.dt VON 20 sm. 09F7a202e No Y.a NH .w-S2.5 irrH4aim13 TAMCO 01PRoge Rpm Vent b Qs east 26 P, at9iftC roof vedifffia.mh Integrated tme l?JKWO20 Yes Yes Nail WA A TAW Vi-d Tep [HRRvz, Vent din Ran1e ter T,ia 7A 0. did dint vandal. v h heat 09t ,12r1 Yes Yes NIA NIA JUN 12022 VIRTUAL kEVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th PX2300a Flor{daDepartrnerrtofBusiness BProfessional Regulation r,je,dl FlorltlaDepartmentofBusiness LProfessional Reguladoin Par Ias Florida DepadmentofBusnesa&Profeaelof�F by Debra Anne Klahr Florida Department of Business and Professional Regulation Building coded and Standards 2D , Building Cones and Standard % larml Building Codes and Standards rtVD22 Building Codes and Standards 311W022 Product Approval Application Detail Product Approval ppc Product n Delete Product Approval Applicaton Oetail - tLp7&t64i12 ' .. �:.. ,1'... , 7� ! Igynr4r fain YARSIMg)( Diet BYi eta Plod m pat! y Aug faCAipmes aq� .a" ira81 .Dist V.ra:an N VfBLMW EmaCaL S-ttst Validated a, 2da Dail 2ALan" Aggisa t F Data +� Alin" ° jlaa y� Mansdacturr Ds_te Data Psndtm �� EEt1rom t License FBC Approved Oak 3�1A "2501401�rs� Rsvaaar, 2020 Laavrxli» Krum 1dF: y Jemea � auckna, RE. Seven M. Umrn. F� 1 I✓?3rJ020 71?s13o20 1 /26.CO20 deg FRS: AnV.'i� Rwlsorn 2D20 Ban1 Roc/lnp Mhrrm Rabai IAFxaO UnOartn Eyalua9m Gary W. Wwka 11p3rX)20 71A?12D2O 11A5/2020 Appro+M Revision 2(T1D GIObW Protection Pro011eb, LLC. TM RodrMon WFKYr A. Tat Jr.,.kP.E. .ken W. Kneaevlal, PE 0gA6/,2020 09/OBf2020 1R01f202d1 12n5/2020 Approved ,-.µa Cy,tasa �r (1o1b lt�lYj rM.a i�4 20 aE,Yter cis is Staaaen alS1Y aALtPYPgroiaved "%-V-Race- (5otit83.0183 PE•31242 (717;317-94;,7 rig (siol) $oMwaLLC (208) 65/A160 Stlltaas PE4416T (954) 772-4224 iL10�M`^Ma ng� y C aY99�aC�1lr� tadarBd BY ��a1: Raul l Acowsmorw, that are ate 1 Rodeos lalloviessnanncom SJ1Calegpy: Princes Ties SobCal.gaer. eerrptair+N.ard: Eyrwrltm Rypa1 rice RdrnMdeism@baal Oro ■ 9aay Slone izarrNa, m�n.rob r��penlean .L41at7Ya 2020 License Revision POLYCLASS USA Maury,Alpert John W. 1QJ2BJ2020 10122f2020 F� 121151'TO20 c RQp a two. �&W=MMdhgd: a vrodalE�I.unnEnita FCrwlwaaagangines:EndudpnR4pwthvma Ca"ory:RocAng S9542331330Smalperopol}glass.comRdwrtNierlhon Knezevich,PE l Fk*cIoRr2l*md*dlA6aaa0centednada Rdesaa,d Engineer Subt;alggory: PE-59168 (954) 772-8224 111011202D Ptaoftw*Engineer FLls7o70atl1ProdeefaRegFalarodArchtectaralaaflsedFbrdp UndedaYrnerds FLO47MZ lgn Uri W, QUYINAcswuwo Ic Coml~omtb Aarrm wuu yppretaifor Use 19PlSI gtygn gwwhh� AggiMMI tar car Aaorovsd ter um d� d Cdompllaetee Method: ARQLgnd ]ID2211 20M lti Q. , Q, S:danlrY Sl,fa. Beal ots EviPi .ter N nY,f. CEO Yef Seer P Meal. NumaM or Noma erbn Coeliac! Estimated" Da% Nr Outside HVHZ 1ri to e Evaluation Reportfrom alto J� RUUW g f it JI LMIi gVkZ A �afy6g L 7 Thatch damp, "poet Smi 6W - soft Shake wasp: Spa Shake Fiat PYOW - SMddee. CA 12111202o Ill Yet NIA WA 20 Gage 1 is Gags Galvanized 9%sl Storm PanWF'1VF1Z COmgo d Gial Steel Scorn Panels Ta>%ned 12/31PX7J2 Yes Yee. Y" tt� Gus S& Milk, You NIA a Florida Registered 1 drk.A:; rA.4 a TRiBud D.ca.A. f3A.a l.a. psi�Na Pdyrsaglnta p.mr. Red Vs.r ,�,oroas Mechanimly Mechedta Plyro N Dock N,. Ya1 rl. .oT � +.; a Ili Sappy RM - Slash.She&. temp: Split Shake Firr20 Profile Rise. CA 12r31 20 N. Ye. WA WA or n w etc by trades b,xmdde hurricane, pnl4ecoon. to provide �a Arch ited or a Licensed 1l S.amy 7M - ai.m., Cr. 4-p, :plat 6h.no Flat Rath er-Alon, CA 1"iM26 No YIN WA WA 2 24 Gage Galvanized Steel Storm PaNkMHVt C Corrugie%d GaMen¢ed Steel strJnb rr n Parleehoned 12/311= No Yes or flat by tacks to hunCana Yea NfA ^ Flonds Profesawnal 20 S.-Y 100 - Semi. Store arms: $00 Shelia Flat Presto -Rick. CA 1 W12020 No Yea NIA WA pravlde prcfadsom W Engineer g 27 T.I. Look- f G.rnlona Hgv Rd/. - Katy TX 17+112020 W Yes NrA WA W FLf1525"31 Prodgalli 29 1Me Lev Role Katy TX VIM =10 No Yes NIA WA rise Omvwl 1pn0.1lYlli 1 ArAM2 21999LMM ed"t U» t Dodsonz t�H 1✓ Ieg 4- Product Ms, Nlanb€f• or Nw1ea dd ProdJor 221LMmion _ r/ 1 Poly*ss Roof Undmiayments Roaring undedaymenlls ti3P2'Ifse22 No Yes WA +WAI 322.5 _^ ICU 1 ParttaassRoolfUndedrysments(HVHZ) Poyglawroof undedWriesisforins, NsFBC12r231GA23 Yes No WA WA HVH2 jurist" ass > 2 Polvglats ROO Unded"Islards (ilgn 44" PolvalitU rod Ur4WaWnml6.10f Use in IX23r2023 No FW non4ARCjurisdictions. Yes WA +NIA/1633.5 Florida De rtTrienl Ot BUsineSS $Profess Deist Regulation � g PagQ 1 H 1 Florida De nmerl of Business b Professional Regulation1 PO a9 Page i d 1 FloridaFlotxie DepedBuildi of A Profess" al Rage%tan paps / a 1 Pdy0siss RodUndenayraeMs (HVHZ) PT "Isles roof unatrtaymertsf4r use al Felc la2mm Yes No WA WA Building Codes and Seandan2s V232 Building Codes and Standards I1+2D21 Cod"liS ands; 61ti1d1pCodesandSiandarda ta1202, �- HVHZJUFIS one > 2 Polygiass Roof Undedayrnents (rian-HIll PPd01yy91ass rod undmtgymmis. ibr use Yn 12731211=1 No FRO nar)H1%Wjudsdkdklrs. Yes WA MJM-Mb Product Approval Application Detail Produce Approval Application Detail Product Approval Application Detail Come 1 Pnlyaleme RoofUnderHymentei (MMZ) PdyClaso rod urlderlaymeMss for use to F9C122V2M Yes HVHZjuhedictons. No WA FUA n l _, ,. - 0 < FLit7Na.Ra 2 Potirglass RoofUndeltayments (non HVH2) PaFlgianks rod undeslayments, la use In 12232023 No Yes WA +WA!•822.5 4 snow 2a DatigDinaParkelang 2M S3* EF&tV qr go ggs Dee p ndnp Do codt Dow am Pend F9C non4iVHZ jurisdictions. ire Version Manufactures Comuat EEnnaln mor a tJeeme Validated By Validated Submitted FW ApOroval Approved Saduc VwVw Manufacture ram(,Engineer„A Unrest va6dmtw a' veld m Y FaC Ammvel dagrovad Arabi! Z= XKM scwmiium NMOMMA110m vamaw Sir FBC Agreement AM= ! A1t18R _ 1 PDlyglass Rod UndtAayftI(HVHi) Pdlyglass roof q%Wvjmals for ass in FBC 127AGM Yes No WA WA Rwwm 2020 AN American ShuLurs and G ass Mile Barianst FmnlL Senrial PE Trav Behoo, PE. 10128,7020 1adI IS'iffic 20 111W=20 12fl%2D"0 Appr-ed R-skvs 2020 Alpine Stuart Lows iCC Evaluanm 5er4ce. LLC WIrmmM RardaLPE imir2020 1OrIN20" 1VO&7M 11,0612020 rppnaevl Revision 2020 Commercial Cameroon, Rddueurne, Raw OWs SmYelA3Nen6wg John Hoy I2nam2o i2nerom 12/220020 arts FSC Appn HVHZ jurleditaors. CairWV Shutters SLOCAt SM- Panels (SOi) 712-%82 PEX)D46549 (954) S47-QBBG nVket�l tcanstrAta c ay: made oral Cmc« a cs 321) 7,aaxr 4ori eel-1s1> Nang®Wte4v 3LWdy: ftat CDtpod aWCatePry: ROQivaa pre 65a17oT a e 34245 s5215sea311 2 Potydass RodUncieAsyments {nan-14III l Poygiass roof indedsyme�nfs,tu use In 12'arxm No Yes NIA +dJ1A1 lS OW. Subcategory: ELLKY.gory: trues F4alee aDm ir. ce Introduced u a R49ut of prrnatgdagy4Aoocan FIRC iron-HVHZ jurisdictions. Cer AapharWe Mod ereli Evduaawi Report froma Fkrida Raga ileraC Afahitlsct or a Linwood Fhxid3 fs.Wm Compharxe Mrbed: Evetism on Repot from a protein EvelwHon onto, Nov Trmrrcrogy Carefor ee M4Mod: EvAluatiot Report flan a Hfatime Nnal Ertgnaer PLt18a01r7 Produce plead. Roglateiad AtchNed a. Uane.d Fiodd. 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XLSH ShWIM90 See C"knW Tappry 9.-laat4 010.16 it?-1t axial?a4AtrOrp-0revlXl/rarSerlJ tp Tam $rswa U, (D. El� M1 f^1, W�1 W ` r� C/ / �i V S..i LCL o �A O LL U m n� I.. - -0 o �- W W Z J Z Q .J SHEET N0. PA 1.2 MIAM 3RaMI-DADECOUis 4 NO Mi PRODUCTCOYMOL SECTION AM a l IM Sty 26 StreK Room -102 DEPARTr TENT OF REGM ATORY AND ECO.NOOMC RESOURCES (RER) Mmint. Florida 33 t 73-2474 BOARDA..ND CODE ADUMIS'1'R TION'DMSIO!IR i dj 31.5 S F t"7W 315-'_% NOTICE OF ACCEPTANCE (7TOA) wadan dada 4svreceaomv PGT Intlmu*s, Inc. 10701"ha4lttgi' Drivt. North Venice. FL 3427.9 SCOM: This NOA is bring issued the applicable runes and regulations goveming the use ofconstrumon materials. The documentation submitted has beenreviewed and accepted by Ariatmi-Dade CountYRER-ProductControl Section to be used in 14fiami Dada Cote and odwareas where allowed by the AuthorityHas-uigAv sdiction (AM) This NOA shall not be c abd miter the expuauos date stated below. The Miami-Dede Counl Pro4ct Co atrod iSec ciao (ln',M ma Dade County) and:orthe AHJ (m areas other Miami Dade County) reserve the right to have this product or . tested for quality amotince purposes. If this product or material fail to perform in the accepted mariner, the nicturer will hxcurthe expense of suchtesting and the AID may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is by Miann-Dade CountyPcoduct Contrfal Section that this prodmt or material fails to meet the requirements ofifte apphcaabie building code. This product m gnxo.v4 as described hereim and has been designed to comply with the Flm& Building Code. inchiding the High VelocityRurirnne Zcme. DESCRIPTION: Serk- «.". 70127 Ftl" A-ton-1 Sliding Glass Door (Reinforced) w1wo 9V & 13.O corners-L.11I. .APPROVAL DOCL-MEN?: Drawing No..MD-S."I .0 Rey B. titled -Vny1 Sliding Ghm Door NOA a34)-. sheets 1 through 31 of 21. prepared by mane acttarer. dated 10;05,13 and last lensed on 0?'01/21. signed and staled by A. Lynn Mller. P.E.. bearing the Miami -Dade CountyProduct Control Revision stanip with the Notice of Acceptance number and ern dace by the N6 fiami-D d& County Product Control Section. .1IISSIU LW ACT RAMG.- Large a nd Small Nk dk Imp et Resistant Limitations: I . See table 1 (sheets and table 2 (sheet S) for applicable SGD unit saes. design press_ reinfcccemerats types. glass types. silt riser,fsee tables B-I & B-2. sheets : -8) and anchor layout sheets requirenents rn I 1 thru 16 ?. Rigid'Maite P'VC. Tan tk. too-u tate) Rigid FVC aadElmvi n cued (Painted or laminated) whae Rigid PVC to be labeledperreferew dMA'srequtiren"s. 3. Esaess operable ducts must comph-with min clear widthor height per FBC regaire t as applicable_ 4. Pocket walls under separate approval to be re,.ieved by Buuldng official LABELL;G: Each unit shall bear a penmane it label with the marnxfacm eesnauie or loyo. city. state and series arty following statement: amt-Dade County Product Control Approved". noted her-ein. RENENVAL of thisNOA shall be considered after aream-al appkcation has been filed and there lase been no change in die applicable building code negatively affecting the pedbruinxe of this ptact. TER1W ATION of this NOA will occur after the expiration date or if these has been a revision or change m the materials. use, andror ni=ifactture of the product or process. Misuse of this NOA as an endorsenimc of any product, for sales. mhwhsing or any otherpuiposes shall auto a terminate this NOA. Failure to comply with any section of this NOA shah be cause for tertu mation and removal ofNOA ltDVERUSfML-N-T: The NOAnumberpreceded by the words _Nii.ami Dade Coinr . Florida, and followed by the expiration date may be displayed is advitising Itterature_ If anyportion of the NOA is displayed. then it shall be done in ih entirety. II SPECM0N: A copy ofthis entire NOA shall beproc to the user by the manufacturer or its distributors and shallbe available fear i siren at thelob site at the request of 1heBuildingOfficial. This NOA revises & rt ntvv _X0A 24-0429.05 and consists ofthispage 1 and e%u eaacepages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned abme- The submitted docur *nmuon was reviewed by Ishaq L Clunda, F.E. 'NOA 1\o. 21-0.0f .03 Expiration Dares April 14.2026 Approt-al Datt.11arch 2f.2021 Page 1 PGT Intl u ie-s. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SiB-NffYTED 2. Evidence Submitted under prevvious ^subtaittad A. DRAWINGS 1. Drawing No. AID-5570.0 Rec B. titled ' Vinyl Sliding Glass Door N30A (LM ". sheets 1 through 21 of 21. prepared bti mwufactwer. dated 10,0515 and last revised on OC2 20. signed and sealed by A. Lvrm Miller. P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test perFBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 2203-94 along withmarkred-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualif}r Dowsil'791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: FTL-7897, PGT PR'5520 PVC Fixed Window (unit 6 in proposal). dated 09.^03:14 FTL: 20-2107.1, PGT SGD780 Ahrninimn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in propoW) FTL-20- 2107.3. PGT P117620A Aluminum Firmd Window (unit 9 in proposal) and FTL-20-2107.4. PGT PR'7620A Altnni um Fixed Window (bait 10 in proposal) dated 07r 13F10. all signed and seated by Idalmis Ortega. P.E. C. C_ LCULATIONS I. Anchor verification calculations and structural analysis. complying with FBC 7u' Eden (2010). dated 04,2110. prepared by manufacturer. signed and sealed by AntbouyI.,vmMitkt, P.E. 2. Glazing complies with ASTME1300-04, -09. -12 and -16. D. QUALITY ASSITR.4NCE Miami -Dade Department of Regulatory -and Economic Resources OUR). E. 'MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-030--;.02 issued toKurara)-Amerim Inc. for their "Trosifol&, IZtr•acit►ar. Clear, and Colter Pi-B GlassInterlayers"_ expiring on OT ''4. 2. Notice of Acceptance No.17-080&02 issued to A.uraray America, Inc for their "Senni-Glas# (Clear and lthite) Glass Interlaly et-s". ex�tlg on 07t04;23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision E.xmisions Limited for their -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiing on 09!30,'24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their shnes `17E 1000 Tan 202 and lighter shades (:'von-Rhhe) Rigid Ceflular PVC Exterior Extrusions for Windows and Doors' expiring on 111,1901. ,r I aq I. Cttands. P.E. Product Control Unit Saperrisor NOA No.:1-0.106.03 Expiration Date: April 14, 2026 ApproralDate- slash 2f.2021 E -4 PGT Industries. Inc. NOTICE OF AC CEPTANCE: EVIDENCE SUB_iIITTED I. Evidence submitted under prev-fous NOA A. DRAMZ\GS 1. Manttfacturefs. die drawings and sections. (Submi ted n?tdc r N'0.4 Ao.11-t0107 04) 2. Dma-tving No. -NE 5570.0. titled "Vnivi Sliding Glass Door NOA 1) . sheets I through 21 of 21. prepared by manufacnirer. dated 1040515- with misiou A dated 04-05:17. signed and sealed by A. Lynn Miller. P.E. B. TESTS L Test report on 1) Uniform Static Air Pressure Test, per FBC. TABS 202-94 2) Large Nlissile Impact Test per FBC", TAS 201-94 3) Cyclic Wind Pms=e Loading per FBC. TAS 203-94 airmen withnurkrrt-up drtR;ingt anti m taltatirm riiagram nf-vinyl sliding prti%& chic �arerl b Fenestration Testing Lab. Inc.. Test Report No. FTL 871". dated IM7.15% signed and seed by Idalmis Ortega. P_ E_ (rest report revised on 0215:16 and 0224� 16) ?. Test report on 1) Airinftltntion Te&t_ per FBC. TAS 2G2-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presnur Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along withmarked-up drawings and installation dsagram of vinyl sliding glass door. prepared by Fenestration Testing Late. Inc... Test Report No. FTL 8546_ dated 11 '06.` 15. signed and by Idalmis Ortega. P E. (Test report revised on 01.'04 116 and 02.11 "'016) 3_ Test report on 1) Air Infiltration Test. per FBC. TAS 20' 94 1) Uniform Statue Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-04 4) Lange Niissiie In1p2ct Test per FBC_ TAS 201-94 5) Cyclic Mind Presswe Loading per FBC. TAS 203-94 6) Forced Enm- Test, per FBC. TAS 202-94 along with marked -up drawings a sn<stallation diagram oftirnyl sliding glass door. pared by Ferses;rwiran Testing Lab, Iric _ Test Deport No. FTL 85.17. dated 1 1`04 15: signed aM sealed by Id.alwis Ortega, P_ E. (Test report revised on 01.1 15.16) 4. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Stag Air Pressure Test, per FBC- TAS 202-94 3)Water Rttance Test. per FBC. TAS '101,94 4) Large Missile Impact Test pef FBC, TAS 201-94 5) Cyclic Wind Pie&stue Loading per FBC- TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation dial ofvinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8548m dated 12 04: 13. signed and sealed by Idalmis Ortega. P. E. (Test report revised on 01 �0416 and 02 11 16). 1%haq 1. Cbaada. P.E. Product Control Unit tSuper iz r ?�oA No. 21-020;.03 Expiration Date: April 14.'-0!6 Approval Dew. March lf. 20:i E -1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTA N'CE: EVII)ErCE SUB1ffMD E. 3LXTERLA1 CERTIFICATIONS (continue) 5, Quanex Part Super Spacer Standard complying with ASTM C518 n=nnal Conductrvity 0.891 BTU -in; br.-W-OF, ASTM F 1249 N0%7TR Pass. ASTIM D 3983 Oxygen -Pass. ASTM E 2190 I.G. Durability -".No Fog -PAS (Submitred r nder precious 0.4 .Vo.15-0409.05) 6. Quanex Part Dµra complying with ASTM C518 Tel Conductivity 2.22 BIT,:-m: hr_-fF-`F. ASTM F 1249 'VTR -Pass. ASTM D 1434 Argon Perneance-Pass. ASTM E 2189 I_G_ Durability -No Fog. AST E 546 Dew Point Dee-elopnimt --"O*F in 48 lirs. (Srrbtrrhttd cruder A"0_4 , v. 15-0409.05). 7_ Vim Extrusions, Ltd. Parts complying with PX7C<A.N1A 303-13. Voluntary Spec cation for Rigid Polninyi: Chloride (PVC) Exterior Profiles for Vsion E.xinisions.. Ltd. ATE -1 by AXMA Fenestration Exterior Profile Certification Prorgmu (Submiurd rrrnder.V0.4 A*o. l _ 0409.05) 8. Vision Extrusions, Ltd. Parts complying with PVC -AANIA 303-13. 6ributibed underNOA.\a. 15-0409 05I 9. PVC AAMA 303-13. Voluntary- Specification for Rigid Poly-vin�-1 Chlonde (PVC) E tter Profits for Vision Extrusions. Ltd.-Vl -1 by A.A!kLA Fenestration F-xtenor Prof* Certification Program. 10_ 'notice of Acceptance No_ 18-121 i.14 issued to Energi Fenestration Solution. USA. Inc- for their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 0104'21. 11_ Notice of Acceptance No. 18-0122.02 issued to Erergi Fenestration Solution. US.-V Inc, for their series ' Mite Right PVC Exterior Extrusions for Windows and Doori', expiring on 022823. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution. USA. Inc. for their `Bronze &light shade cap coated White Rigid PVC- Exterior Extrusions for Windows and Doors'. expiring on 04,16.25. F. STATE2,IENTS 1. Statement letter of conformance to FBC 76 Edition (2020). dated 04-22:20. issued by marutfacturer. signed and sealed by Anthony LNmn Miller. P.E. Y 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 041 &'2O. signed and sealed by Anthony Lvrm ,\.hiker_ P-E. 3. Private Labeling Agreement document between PGT. dated 03 '30,.' 15 and signed by all invohaed parties G. OTHERS 1. This NOA revisesNOA#I'-0420.06'TtV,`C:GI) and updates toFBC'_2020('t16Edition)- expiring 04.,2121 2. RER Test proposals #19-1155 dated 01 0.,20 approved by Ishaql_ Chanda. P.E. expiring 0414.21= i-.haq L C'haada, P,E. Product Control Unit Superrkor N oA No. 21-020 *.03 Expiration Date: .April 14, 2026 Approval Date: March Z.F. 2021 E -f NOTICE OF ACCEPTANCE: EVIDENCE SUBati= B. TESTS (continued) 5. Test report on 1) Air Innfiltratiom Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 3) t'i'atex Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 101-94 51 Cvchc Find Pressure Loaldm2per FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked up drawings and installation diagrani. of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 110615. signed and sealed by Id alt,i; Ortega. P. E. (Test report revised on 1'4104 15 and 02i 11i 16) 6. Test report on 1) Air Infiltratiou Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 W%Tater Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 101-94 51 Cyclic Wind Pressure Loading per FBC. TAS '103-94 along with named -up drawuigs and installation diagram of vinyl sliding glass door prepared by Fenestration Testing Lab_ Inc.. Test Report No. FTL 8552. dated 12-0415. signed and sealed by Idalmis Ortega. P. E. (Test report revised on 02.15:2016) 7. Test report on 1) Uniform :Static .Aar Pressure Test. per FBC. TAS 102-94 1) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic IV, ind Pressure Loading per FBC. TAS , 03-94 along withmarkedup drawings and installation diagram'ofmitnyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated 11 19.E 10. si_tu3ed and sealed by Jorge A. Canso. P. E. tsrrbndard nYtder. 0.4 X& 11- 0107 041 8 Test report on 1) Ar Infiltration Teat. per FBC_ TAS 20'-94 ") Uniform Static Air Pressure Test. per FBC. TAS 203-94 3) eater Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test perFBC. T-AS 201-94 5) Cyclic Wtud Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No.. FTL 6337 (samples A-1 thru A-5), dated 12, 06 10. signed and sealed by Jorge A. Causo_ P. E. fSubrrritred under :ti 0.4 N o.11- 010"09) C£ CAL.CVLATIONS 1. Anchor verification calculations and .structural analysis. complying with FBC-2014, prepared by PGT, dated 1 '1:00 15and last revised on 02 5! 16. signed and sealed by Anthony L P1. (Submided carder O4N .15-1210.01). Glazing complies with AST11.1E-1300-09.. r Ishaq 1. Chanda, P.E. Product Control Unit Svperrisor NOA No. 31-0.106.03 Expiration Date: April 14, IM6 .Approval Date: March 2lt, :Ohl E -2 PGT Industries. Inc. 3. New Evidence Submitted A. DRA117NGS L Drawing No..1iD-5570.0 Rev- B. titled '`Vin-*4 Sliding Glass Door NOA (i..lwfj'. sheets I through 21 of 21. prepared by manufacti er. dated 10.-0515 and last ret-iwd on 02,401.'? 1. sighed and sealed by A- LiM n 4filler. P.E. ?Vote: This revision consists replacement of same existnw installation screw with flat head_ B. TESTS 1. None., C. CALCULAT-IONS L None. D. QUALITY ASSURANCE 1. 'iianu-Dade Depmruwnt of Regulatory and Economic Resources (RER)_ E. XL4,1ERIAL. CERTIFICATIONS 1. Notice of Acceptance No 19-0305.02 issued to Kw aray America, Inc. for their "Trosifol•8 U'ltraclear. Clear, and Color PXB Glass interlayer s '. expiring on 07.OV8 4. 2 Notice of Acceptance No.17-080&02 issued to Kuraray America. Inc. for their "Sentil-Glas , (Clear and'Waite) Glass Interlayers". expiring on 0'T04 23. 3. Notice of Acceptance No..18-1106.10 issued to Vision Extrusions L.ini ted for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 0930,214. 4 Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions LiiYtited for their series -VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 11,29.21. F. STATE1ff N TS 1 Statement letter of conformance to FBC 7a' Edition (2020), dated 021AV21. issued by manufacturer. signed and sealed by Anthony Lyon Miller. P-E. 2. Private Labeling Agreenmmi dated 03'0&2l between PGT Industries. Inc, and CGI Windows and Doors Inc_. signed by Dean h1 Ruark. P.E.. V.P. Engineering. on behalf of both companies. G. OTHERS 1. This NOA revises & renews'_ O.kt 20-0429.0; (`PLA w:'CGI). expiring 04s 14 26. 2. The current associated PLA CGI file -*21-0205.0l_ expiring 04 14',26. E -6 r Ishaq I. C"hands, F.E. Product Control Unit Supervisor I►OA No. 21-0209_03 Expiration Dace: April14,2026 Approval Date: March M 2021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENtCE SIMUTTED D. QUALITY LITY ASSIM4,v'CE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. 1L-1TERL-kL CERTIFICATIONS 1. Notice of Acceptance No.1."528.14 issued to Vision Exrmsion Larnited for their "White Rigid PVC Exterior Extrusions for Mlndows and Doors". dated 0&13/15. expiring on W30'19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for thec ' VE 1000 Tan 202 and lighter Shades (Non-iiitite) Rigid PVC ExteAor Extrusions for ►11 m doves and Doom". dated 1108i16. cqming on 12,2M*21.. 3. Notice of Acceptance No.1.."528.15 issued to Vision Extmsitrn Limited for their '-Brown Coated (Painted or Laminated) White Rigid PR-C' Exterior Extrusions for Windows and Doors". dated 081335. expiring on 09,3019. 4. Notice o(Acceptance No.16-0712.02 issued to EI+TERGI Fenestration Solutions USA - Inc. for their TA__N 3040 and Lighter Shades (lion Mite) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09 `15:` 16_ expiring on 0' '21. 3_ Notice ofAcceptance No.16-0712.0-1 issued to LNERGI Fenestration Solutions USA. Inc_ for urea- "Bronze and Lighter Shades of Cap Coated Rigid PA-C Exterior Extrusions for Windows and Doors" dated 0935116. expiring an 04,16i-10. 6. Notice ofAcceptance No.16-0712.03 issued to ENERGI Fmistratior Solutions USA, Inc. for their`"like Rigid PVC Exterior Exnusions for Windows and Doors- dated OV1017, evykinj on 02 *2& 18. 7. Test reportsNo(s). 10-002-792(A). 10-06-M0527. 535753-09. per ASTME-84. AST 1D 1929 and ASTMD-635. isstxd by EXOVA to Vision Extnision for cellulosic composite material. (Sub nrmed rmder X0A No. 11-010' 0 t) S. Notice of Acceptance No. 1-0916.11 issued to Rwarav America_. Inc_ for their SeatrrGlas (Clear and White) Interbyer-_ expiring on 07+04,1 S. 9. Notice ofAcceptance No.16-1117.01 issued to ICumray America. IM_ for thw Jrasifolfr 11traciear. Clear and Color PVB Interhyers expiring on 07 08.19. F. STATE3IENTS 1. Stateancrnt letter of conformance with FBC-.;*Edition (2014) and FBC-6o'Edition (20M issued by manufacturer. dated 0&1+47: signed & sealed by Lymn hffllear. P.E. 2- Statement letter of no financial interr9. dated 0411 & 17- Issued by nn Mum. signed & sealed by Lynn Miller, P.E. 3. Lettef of lab compliance, part of the above test reports. 4. RER Test Proposal No.17-0387. dated 05;05117. signed by Ishaq Chanda. P-E. G. OTHER 1. Notice ofAcceptance No.15-1210.01- issued to PGT Industries, fortheir Series Vinyl Sliding Glass Door (RR.eltlforcced) - L.'111 . expnt rig on 04- 14, 21. lshaq L Chsnds, P.E. Product Control Unit Saperrisor N4A No. 21-0206.03 ExpiratlonDstes April14,2026 Approral Dsto: March 29,2021 E -3 Jo 1 12021 VIRTUAL kEV1EW ASSIST Virtual Review Assist, 4anroved Plar'� Re��eW Completed 2020 FBC 7th ►ahr PX2300 "dition py N N U O CU 0 vo O- Co 0 O C) O Q- O C3 Ri O CU >O .Cn -0 U) a) S_ F Ccnu '0 s� u v �i U Lam; 0co �--+ zco . Ct5 O L 0 0- Q L) L (D 0 L w Q � Z a tl SHEET N0. PA 1.3 March 15, 2022 / I f PROIDUCI III A4X&T1QXALrUKLjU. X-r-=92 1. ji- -I)VIL:T1YALI'A',F,T,QIS'."8LMJW7-NI2-111.,iizzm I /-Tr 11LIECOwX ILI ECO INC. Z =f ?�4 C� / T"ff TTKTMG a "40INlEffsting COMPAiI 2.2"TEST REPORTS: - I K';,TERALACNARACTERISTICS AND SPECIFICATI[ONS: . T#LLrT TESTING & ENGiNEERING1 COMPANY WA! TFa A Tij = Ift., Pf W!". IV,_- Lafgie misme:nVact arid is" load lest* w0fe Wormed under Protocolt; Tiir� Z I! - � ,,_ ul riCII y in a0oordar" wish Gen" Notes and Comporteritti ondkated on iLITRA "L,'J'.1-�.'I- __ """ W � - 201. 203 as per section 1626 of the Florida Building Code. Urif" Malic WI - sheiat 1, 2 and 22 of 26. of Ploducl, Evaluation Document (P F-0 ). drawing .1g.11 " PK0 VCT FN'&UAUQN ,_ "' . k � �F_ as or TAS 202 Protocol Test roiIods predated by Hurnizarm Engines ;'r'..`: �� Ne-20-174. A,.--h&r nIoceficationo. *hall be no lrtd!rAtRp4 *4i 44,,cala 1. 7 a.KJ 211 vt A - _,�,�`. Testing, tro: . Ra,ports 0 96-569 dated OLLIC9i 1 996, #96-570 osiva 091 1 8 26, or Product Evatualloon DocitiniM (P, E 0.). drawing No. 20-118, PFZ0DUC_T9N&UATI0"1' REPORT #96-T30 dated 09120/1996, 91! three iV.ned and sealed tly hector M. Me- a , REPORT NO.: 20-0727.02 P E.. Foollostration Testing LAborawry. Inc. reports 0 2032 "ad 04i1&10911 and as 2126 dowd,101011994 witrissittid by Giber, Diarriond, RE and Report III 7. LIMITATIONS AND CONDITIONS OF USF, DATE: Duty 27,2020 REPORT NO M7211111111111 0210,01 -09, daled Marrh 4.2009, signed and sealed by Edmundo Largaes,pac. P E &Ad P*nry Hattem, P I- 11.1 . w st" in vwpliaime with Gierittfol Notes No 1, 8 M 14. snifiI PRODUCT CATEGORY S r,01I DATE. Joy 28, 2020 - .art t,!t•, i ol 26. as well as Gar rat Notos X I thrie 4 ana 11 thru 16, indjza°i-,Ii Tecisde taI nW,m No, 9CM-197ay M Motaiturglictil. inc.. datedMarch 'A 13� w,i 00 shy 21 of 26 of PtiodIud Evaluation Document (P E D ). drawing No- 20-176 PRODUCT SUB -CATEGORY. Storm Pantris PRODUCT CATE-GORY, smiust, signed am t";sd by Frank Grate. P.E PraI by Tidliwoo. Inc. and signed and sealed by Watict A Tilla, Jr., RE PRODUCT NAME' 24 GAGE GALVANIZED STEEL STORM PRODUCT SUR-CATEGORY; SM"m P&40k 2.3. STRUCTURAL ENGINEEWO-CALCULATMS, 7.2. Product may be instniled virMin HIGH 'VELC CITY HURRICANE ZONI PANEL On 20 Gaga Gah,snized Steal Storm PaiI for maximum panel hiingib yr.. c!Vr 001I on VIVO C41 1620.2 Or trial Florida -awdir,g Code PRODUCYNAUL 20 GAGE GALVANIZED STUt. STORM PAJII wind lead. as web ali maxontim arlOor spacing vs 0asign wind food and pulici MANUFACTURER: Global Ptiotlitc0cla Products. LLC tonglh bases on tavorial and comparative arafysis. aria 4r accordance witti 7,3 Product shall only be installed Into poured concrete. conerate block, and -18LIO S.W 51 Street MAAJFAC7JRER: 01" Pt on Products LLC. scion 11616 of the Honda Building Code Calc�ulatiod,spriaparvidbyTINeco.Inc. vvWd fralne stnumn3s, Davie. Florida 3W 1 4 4600 S.W. 51 Sir"! d~ I 1101" aN O3V'2tI5. signed and odailivil by Walter A, T41A. Jr., RE 00I Flot,11111,33114 "' FUELP-M OF EVALUATION: I MISSILE 11APACT-RESISTA-MM PrWuct Evaivatilon Report pro 1pared by Waticir A Tole Jr, P E Florida.License I. _?U"_0fi_F Of EVALUlATIOW. L Ths is a Product Ev,aivaloI Ropo,t !f,%i,,#,4 by Wak*rA. Tillit, Jr., P.E. ; z: i I; Large missile Impact under section 1626 at the Florida f3utlijing Coaa, as, pj I This is a Product Evsk.Lotwm Re:)orl isstiod by Wrifter A- T11111. III P.E. (SYfAem jmt 10 2 190C) to the Glociall Proloictior Products, I.I.C. Rule Chapter No. TAS 201 protocol k'"t". ID 0 1906) to the Global Protection Products. LLC. Rule Chapter Na, 6IG20-3, Method I D of than Florida Department al Business and 4. WIND LOADS RESISTANCE; 00 ,�w#f , L,Ai_ . .,. QI ,rats :I 114, Llp,:6T ...... .... `1 61 G20-3, Method I 0 of the Florida Department of Business and Prialfossional Regulation Proksofon.aU Reiguliatiost 20 Gage Ga,vanized Stool Storm Pantil has "on vrmfiod to Isiuslitair win ' .jI �, ` 4 - P E�, . �; . "NC Z. �) ...' This PMALCIA rifit"' issued an Svahoat�on Rec,7.,! at de/scribod horein, and has pranib.inas 1.14mirnivrin .,anal length sP.ah Lis tali Ind[lic-atod on stlealI5 8, 10.14, 11: _ -� � ., - 4 4167 - This "uCt is being,-4ved an Evaluation RcWrl as descilued hl"Isin. and ha- ' ,Awn verfied for rrYtifiliance in occordaince III Vi�: 2�120 Seventh Ed"n of it* 16. 19, 25 and 26 of 26 61 Product Evaluation Document (P E D.), drawing No. - _Z�o i � .,_ __ W: ,* .1 * been verifield for cornp&ar,ce in accordarree with the 2020 SoVerith Edition of the I!r�r, ,-rwqe, aw. to verify that the prw,ict is for the ipurwso ritanded , - - to Ittiall riacuirtld by We Code 20-1175 Maximum Anc�cr Spacing shad be ag IndicaW on shoots cl, 0. 10. I 1, 14,15,17.16,119,20 25 &N 20 I 26. of Product Evaluation. Doculetent (P.E 0.) I 'r.,. . - . . . _� _- �_1-0'- .r �; ., . STA I. . I -- , .I; Florida Building Code- and to van ly UW,N product is for the pu,posiu intaindad at least equivalent to that requited by the Code , . I -I drawing No. 20-176, ... X?,� - - -10AIle.- , I '. �� * - - k. ie.. Slot' This Product Evaluation Ropon shat be "Art (r) review land liscinsion In case of -,. AL - ,--4.,."KA This Product Evahjultrwo Repon snail be subiect to review and rvyision in case of a BuilI Code &-vioc that rnay affed glint Ernittat.onzi and conditions LMTAIAATION: ,;. a WMV Code change, that may atfoct its hiritat-ons arid conditions tol"ntion shall be oftr"ormetl strictly in "coMlinco, with details indicated an 2_JEVJV&fiCf,_MMITTED; shoeft 3 thru 7. 10 thru 2C23,24 and 26 of 26. of Product Evakittlizin Ducurner. . , j:krview '4tCO"SrPs 40000'rMAG-CMA&40'."Ii,CTKA$i,4000CIS Itt'-205AGII 7-MDENCM15MITTED; 2j. PRjWCTjWAlAUA7jON DOCUMENT iP,E&tj; (P.E.D.). drawing No. 20.176 Minimum separation to glass shall he nF, ' L.LLV--4M-POJMiORVVnA:'r-*?SiRtvO4tlf4oM,01 Drawing Nct. 20-176, Woo 20 GAGE GALVANIZED STEEL STORM PANEL", ilaftlatod on shteft S. 14. 16. 25 and 26 of 26 of Product Evaluation Document 21. PRODUCT EVALUATION DOCUMENT 1P.E.D.)., Qvilieft I tft 26 of 26 Prepared by 1-illeco. Inc., signed and scaled by Wishor A. (RE - D.). drawing No. 20-176. Drawing No. 20-175, tided *24 GAGE GALVANIZED STEEL STORM PANEL'. Tillit, Jr.. P. E.; dated 07f2812020 This drawing is on integral part &Uw,s Evakoion Report, ,fzillwk A_ !!,4p; \;..1-. _S 1. Aw �" #.A.0 #111111111IM4% " ,A�� 14 rltjZ�S.01 _iA.:i...i ... "'. " kii�._^ ,106616 I the, 18 or 18 prepared i;y Tillow. Inc.; signed and sealed by Walter A Till,114 Jr. P E.: dal,oli; 07t`2712020. This drawing is on intT#j?"*h,j6 � _ Evaluation Report , �� ., , A � , I? J , _:. .1, * ,_... ��,"X ,C�� *,.AEh.v,-P .. .1 Me - 41,-\ V h"Pe'-,r? 1. - ,* VNCE .., - . �, t / . . .. I I IIII 44167 ; c (___��_ * _. Ao� . - '- - � 44167 I . I . - 'l-,_ .1, -- .. . , T I � �- --*- 44167 : A . I - 1 - - . - II k_1`_ . -,V .. %.-* , I 51i -1 - Ir . Ai0;iDl6 ',�,'-4 . - - .. .. . - e - III;vfl . .. _ OII , '. . '.... ,1 AV' lI! "' ,-, �� I-. ,"ow I -- n -:k . , I. 'IQ' . .,,�; - 16thSin,et.�%i-.c3ij��-MitaLLf-LAvittil)66.Ptw.ti(305 �,�� , T. ej I 63�3 N.W. JWtilreert,'Suite 305, -Warnis Flottilis 11 166 -!'ileac (3051 b7l-15.40. .3 . i 41ft ... I, 05,5NAV �) 8?! 1. -15M .1 . � IV ,,Iii.IAI._� ftao.wp. . �igm. C - -I- ..,--- 0 P - 1,01A IVIWI FMC-11 I&IIII 00 00CC.41 (0.01tlt 'Wo, '_ ,Wt� CO o, & Do"" In lii� a '- . X &Z4 Z I-- a_� OM I WAXWM-XMM��-#N" OL"Ifta ANAL. mt-Lvl I...k. 04 10I PW.K_ -11 WWI, 1.1 owi,Ii t.-ickm W~ 1,0. ftm.] I �',..w eu s.o.o4 c" " onwX, ciatitleft rocAwt-0 ,Pro) 4.i Wo. 4iteco reo mwe.hct . 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AMC I I I I I - I / , - ..rA " .V. . -.0, . .!.* wr__ foe coiawpl=&-V- 2.01I __/ � I A I "I. ��, P.A q PA-0 I � I iI. ,11AD W III K-Ow VIX"I-4.1. ;�X% III I I -_1 - C&AWI) III Ak. "i, 10 INLW Akr "Sr E IPLAIII . � .'. X-1111 - - I , - . - . , j . f ; *419% 6 C.-Im. M �j�, - .c. " I --- I-;!tl . �TINL, . - . � =� I - __ __ X" � . __ __ EM-n� POIAK� . -_ " ILE i k. -. % rto*qm pu4x" 0011, 04Z yrivatir wwrizam 2600) C .." .01- 14 r - .. 1 --- -W. 0.4111(n 0. - � .� -a III *� 1, _L CrWWTI II i�. M owito •-_ .1 I - I� ILITI - � * *4P 6 . I� 1, V ftejfttlr� � -.Ai` �* I 20 "a (ALVAKU6 Slut $TOW PAP111 1 I so 44161 " . r* __ �___ - __ I x1l.. SECTION X=A * a4 , � . I ffneirun s' . / 11LIEC07' ;GLOBAL MTECTM FRODII LLC.J am P0AIL_[0"W9Mff.W= AT_TW_Ql!I' An OK, __ ' � -,-' / 17 .MI. - "I' I. r�Rzol'... �� k;h MiOU 6 aamft--Zz�w..,, �. I .1. NMON -MCKI-AWAUA*IL-TQ��3ri�T&OI)MD-BAN '_:i& - �,_ Aoinooft- - � -.At TIOAK, .1A1 1. In. W. 4 r, ZO-1?6 � ,_ - - -1 -1 --------, 7w, - oo"I --I-- ft I M .., , _� OVAGM L 1k11ri,.:S1Z F. jk%.�liitoil`� 1�1.4�1 Platat^'!V',' " - i�� . .. i 16� . 1_k� A -I, �',_ �, . remmt.l. 240. 2WW27,w = TUT RKRM. Lame misiI Impact load tests were perforated under SSTD 12-90 staindaw , par Sectolim 1111109.1 2 of the Florida Builldirg Code. Uniform static itoaft as -_ - R ..ArtkvnIlnUA'A,rt*rA.I.ZTME-3'30 Tout rapoft iscapizead byAniziriesci TqI Lab of South Floiltda. Report ilt 0814,01 -01 dated 03111102 Witnessed by WIII R. Monroe(. P1_ Bonz Moroi. II and Harry Hatlem. P.E. ano Report livo 0219-01-09i dated February 25. 2009. signed and sealed by Edmundia Lac9&&"a,P.E.and Henry Hanom,PE Large ndsiule impact and cyclic loadings por Protocols TAS 2D I & 203 as per section * 609 i.2 of the Florida auftno C*de Test Report piraparod by Arriercon Tesvr* Lab *1 Soullit Florida. Report No i 123.01-i0, dated No,"Iber 23,2010, signed and saaW by JVAO L (3crizaler- P E Tensile test capon No 9CM-198 by OC Wrizz"ical, inc, (lazed liftirch 13.2009. E s gred and sealed by Frank Grate. P E. a% per ASTM E-8 and Tott� Fv I.0 ak per OC %ilotisollurgmal Report No. IOKM-1318, doled Decombot 1 cs_- and seelled by Jerry Jaciolisno. P.E. as per ASTM E-8. 2.3STRUCTURAL ENGNEEPJNG CALCULATIONS: On 2-4 Gage Galvanized Sine: Storm Panel W ramrmurn party tangth v* dqvhgn wind load, as ittiell as maximum anchor spa�_ing vs. (Umign virtril load AM perw long1h based on foflonj: and comparative arudysis, and in accordance with section 16" of the Florlds Sultdirg Coda Calculalior's, pTvpwvd by Tlftoco, Inc., dated 12115/10 arced 0&27/13 (for tKs ro,clizoni, waned and sealed by Walter A Told, Jr- P.E.. ' , MISSILE IMPACT RESISTANCE: fd*silill, Impact uOdilif SOC60" 109.12 of TiVe Flor da Buddirg Code as per .- .-"--D 12.99 Starxian! aind TAS 201 4. ViINE) L-QAE)* RE51*1ANCE'. 24 Gage Galvanized Stool Storm Panall mail been ivenhoo to sustain wind pressures, Maximurn pa nsol "h "it be as Indicated on 3W!s 3,9. 10, 11, 12 and 17 of 18 of Product Evaluation Document (P E 0 ). drawing No. 20-175. Waximurn Anchor Spacing shall W its jndicallad on Shoofit, 6, 9I jo. I I, 13 thrjzz; and 18 or 18, of Product Evaluation Document (P,E.D.). drawing NV. 29-i7`5m 24 Gage Galvanized S!" Storm Panel has been vefified for code compliance to vie-ork as a non-pomus Storm shutter assembly. as W SSTD 12-N Standard F�t �:.. � .. , . .;i�. "� '..-„7 4,r00!,I- __ - - 'At� ...�'_ * :: I 7--z , -slim. . 111.d- . I . I . I * . .. . , .1. . . ........... # I PHtMC4-r.LVALLAIUXN RQQM l,!i,Q_2".?Z7,U SJNSTALLATION: Installation shell be Performaid strictly in accordance, with details Indicated on sheets 3thru S,12thru lSoflg.ofProduc,EvdluetionDocument (P.E.D-). c1rawinis No. 20-476 Minimum separation to Simiss a4haill too oto WVjk,&I VIA shiests 3. 5, 13, 14, 15. 18 and .8 of 1& of ProdUot Evaluation DoComent (P.E11.), dr&Wft No. 20-176. 6- MATERIAL CHARACTERISTICS ANU SPECIFICATIONS; Shaill be $VcVy in acpDrdericis with General Notes and CiornportiI , idicaloc on shoat I and 2 of 18. of Product Evaluation Document (Pk.D.J. drawing No 211-1711. Anchor specifications Shall be as Indicated on shoot I of 18 of Prog-i-i Evaluation I)ocxrris* (P E O,). tEawing No. 20-17& 7. LIM FTATIONS-A NO-CONDDONS OF Vft 71 Shalt b4 Alert In co-inhanat viI Godwal Notes No. 11, 8111tinif 44, IndlibaW on shael I of 18 of Product Evaluation Dockornont (P,E,D.), drawing No. 20-173 prepared by Tilloco. Inc. and signed and saved by Walter A. TIM. III P.E. 7. 2. 2 Pn>d-KI shall not be installarl within HIGH VELOCITY HURRWANE ZONES as cefined cn sectimn 1620.2 of the Florida Buckling Code 7,3 ProuI oball onlY be lrMAoG Into poured ccincrote, concrete block. and WOM fTAIM StrUCtWft Product Lvltivattion, Report propuloid by Waller A. TM)t,.k., P.E. (Florida License No. 441671, President of Tilliam, Inc (Flarift CA-0006719). on 4 .rqV"K .,.... Illil� rkN-� , �&Ns '. . ..�� z �.�e .. j .. ,,�WI4� . :*L I - I . _".ir - . 1441,67 . : - .03%, I . . - * .J , '), Tic *rC,O A:4.11"I AlF1C04.1ii, P L ROPIDAI I oLivsMi - se %Q.V%1ft2;0 .-R V-0i", ,,AMU � IWACIIX MI room# I, ft.sI " . . , .. ...... .iic .iic .iic VIA I I 1/4. 2/4. 1/4. 4/4. 5/5. 1/5, -j6,lw/lo. 2W/10. 3w/to. 4WIlo. +4/5 Ill'sw/lo. &W/ti At 7w/lt 3* VAN 410I *to U;0KPt`d KA U1111A." C04 WITS 0 A I r am .. r Son - 100 *We SIX Itcloos Zit "in -0 4 A" ..,• woo . I I 0 . 0 1;7� , (D4-1&, 06____-_-___'-_. I i . I I _- - , , 11.11 IIIIII t . � - I , :"o�*.' IACx?u� 4I W/ 1/" ro.f* I : I 's I 10 % W)t I 111/ 2/6' A jl/)�' �41 'A�. ,r .,. I *00P41I 9 tA VAII � r ,ip�, list WMIKI, A% 0-.XAMS) . � I ^ . I I . . II I I I i I I ... D.MA'-)@,(D,1I@3 � . _! . ... ..� , , � I 1 .- - ;i .. i 0 Ak . fe I 0 ,26J 3: = - I I. . . . 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. 1-IIII . IW/10. 2W/10. 3W/10. 4W/10, Sw/lo. SVI/it & 7W/11 � *At'ICOS " CC)AK9111t lo'SO-Ft"t 71 4 & 0 #�w A= 141 UA *41 0% 1..an 1, . '. - REGULAR S70R1A PANE,S', A 3-k ELEYABON III?% .� � V.- , W" W ./.. W" W jI 7- IIIIII OCLO -1 4KU WhAf^ � i I I J U N I 1 UZZ \/7 VIRTUAL REVIEW ASSIST - Nfirt,!al Review Assist, Inc. 11 Plans Review cunpleted and ... i , for cornpi I ance with the 2U423 FBC Edition by Debra Anne Klahr PX23 i* 1� ".. -&-7e., .. f Q) *.. `%\Q1_ It * . FN InAtiou istio"o coo[.1 . - . . . %T t INSIALLATION DETAILS FOR REPULAS PALS _j_.* 1A WIQ.--M$J.ttiQ,,.FDMREDL-CDKRETLh'.QR-CDktCW.E--81&.M-I$-Tn..CT-V.f(ES ANCIC3111 ,XX CIANI sit *041I QI S.=I 9 ov.wo "Acom IV--- cl-Wft-1 - "G. oom Ur ILCT*ft 0. %"� 13 - :: ==.tl A 06 LOW-iff-t III �A r01CWTI AL ,,At. J* 0. let, '. ... "W"D Oftcam niowas IN*~ 0411 AWL-12o0l, "o.i'mr, G010" AMPOM '. _.W1. ll" W" �. 1 W.P.1 .."IV, so 1.11 Mgt NOWINKAS 0. �91K.Ko, 9 W an $04"I a- " SAW " s'" C 60 0 - I F*_41�111VIii - 11 4 w a : a - * -----# 1--g-----* 7 A I , � . I -it .1 - . kr_, , A �� . - i 'I 1 =r �: � ��%X 0 I I jE !n � , � I I I � I � %N I A, .4 - i f � : fl � . "I'-". I . 4 4 , A � , I � ; -1 , � III INIK W I � . . � j I ; -1 I . L man 0 K" i j is . 4 I � II * , - Is a A . o � . ! - r -441 I � 0- ,,� 6 0 I : z 19 I- 4=- : I . r -1 A. I .. a I• Mo. A ; 11 .44 1 .~M - . I iz. I , ; . - � � � , � I I I ; . �' t s : I i�•. I � I I I . - ; A , ; I . I I k � . I . . 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Ir 1AI• 'r' i A+/. ,E• ./4 1l• r./A .' tt7FI I , 'I ,f •.. +r- 1 • t/7♦ lr. t,• tr• II• � • ,aOttc4A} ACAPIre 1£ Me rot AID •Y_'b" bacilli NA'SC A UX "M M MO 4'4 M Tool. ♦ 11PAPMl '" tM741A00 • •t SM ARK a -Am" ACAPIre 1£ Me rot AID •Y_'b" bacilli NA'SC A UX "M M MO 4'4 M Tool. ♦ 11PAPMl '" tM741A00 • •t SM ARK a -Am" twAtur ANSCR O-bW7t Moto ODOM* am Wioct M Acwto•ff1 to •++6 1PWAf to I I.M [FM PpKAIM 41% wpm" MIAtA A1KMra WWK to t.J W%-4 a40M ROAR M KWISAf st Ug'9"WC 4wCftK ft* r"A Q~40, ,A t ~Nmm HLA,uO VPtYM la.ARom UrE 'At1Ra %"iV_ 1R t Ifa r� tliLw IPWW[ POKAID MP WIT 4MD,Qa Alt AT f11,.'a'4dO Lt06 t/"+Wa 1/y a 1iell t%i } fmomaR Mf w IwItWRt1 •w now awnoP Fo 1 ! t . •N - Aaet F.IMwM ;GW.aW l•t I .._- A _., 4_. .,.....I #*-I I q...W er. N .-- a •n .. -. 4 .,'l __. _ a AMR Lit fool �fiq tTf€>� - a,A- . - - W T ..... r- ... a _ At ,..... 4 t It.+ Yw- (;P�_.., �%E iil �. ,a •* ; 1. g' If o"'e . s_lwr !• i '' ate° :1.. S, IRAJ1q.M.•ftaT.'"t + •tgitat1 Most •,w om R-da-0 sor" tr "S"U. "'Te yl + •+} itrCUW.S oft =if if tt`=tL% faa+it}4 CF .", ' we 0 ,n t 3/'4• `)jot• V. No. lim k,K'L .G n "a 6ALumm init. 210M1 PANEL �l m * U EC PP{OOMM 44 an A L C (,AAA f A7I• Not +1 f*a -Folio. 4rD if l• tu9+ ` trP_ n r 1+. 1 111Ar f A W^Wy P"!+[ J4A."IIaA•>tiii Y•11 if-.1; 4•'M O- f 7 1 6 . _!K _ } YF'+-yy 4,,,f ••.-•st• Y� - , w . T`-`1�."0 •'• ,..'I f.-Mos.. -- lu'Y __._.-�..,.-.-....... ,..... .._ ,.,®_,.,,...__...,,,......_...,........-„_.,,,,_.. , ...�.,.._.__... ,_. , ,._..,,_. ,. „_ ,..._..,---.___. _-„_,"__,_ _ ,�,,.,,,.__...,� ,-.,.,-,,._,�,_--„ _.... _,-_..._._..� ,„~...__._-'---"^'_-_-__,__. p NENTS FOR REGULAR• I� �SAEEr � .Z HANG STORM PANEL SYSTEMS Cv.kf ln-11 1,A writs - .� I»• r tAt ow- tt) W 4- r tAr - . -- I'r,104" 1fn1L VIA) 'tY ti .Itit,. mot,,. ;Ir az ! a 114' I1- ; _ 71"i t V., - �q ,n• o a t o w /V y00` I,•!pr• F - I r,Y . - " 150• - t ,a' + I!0` .M. )�0 t ' .• x w.n•�-t- L__ I---. . lilt f• - agN• tw. sit[* I •': 'd ' � 7 faq• 3 �� Fitt` L."+. Lj W. I � y#t. r7G"' iIF Pr No" 6.4LMMAP 10111 - r 2Plo. aM. P + , lo*,'+u,i' Iy + t f.AGt_ ARM MW x l + 0[►art A tONO o "IF r tt -1 I7+'I_W i 1--- -I ate'-1(fin', ` • ,�. a) M02H PANEL _ , .aygr , WAX a t - 4 awe" - I AtiM! AMU K 06%MC ft."M - 7 91 - I04%�`�j ! now alit " RCA r/ 1/Y ,K (4Ay j�jJ WA.�A ��t.rf Al 00 Afi ill' IRM Of-ftRD \ law L1,60a10 �� Tl• W rim 40f4 ive, • + t&ioo Yr' "I'll � fax, ' r +.•s.a I- I g .. ,.... 1/ •4 _ ..dam... i �" ' I- Tell �' .,-_.4 °1 1 1, I .07 . le"*i � fir!tf' y I I - 716,• rf ' Elty DfTAlL A 4 !•� 7tx' - .Pr. 1 4R + -A e t i at-WWO COA.�R • €44S Ca# pw& s , - M A 4 N•' ti , 1 ..7 79a• L'.6 �A A/ .oho '0 [ta ors• � &M. `/147l;i1P�lr I! tech a owe i, p I MO' . - t fa+� W_ r , ` _ I . 7 T%V Orr` 9 � (TIF� 7 � 1` RIGS--PI-A XLV 4t4r IOi,feCiri�i...Al P i,l+, 1� YY AIt• .141 W" 0 Ma- +Kf,"^ j I, - •rya' .. ,APt.tton [ t tw ,l.P^..I I f r mt. �... _ ,7a• , j�� aa• 1rlL trl $W.-Iw wl; I 1 I �1 1I1 ! - - I W 11 J A�� & / f ' f PANEL HANGER 174• 1 • ,~. � .�f -f, A,, f E.".. T ,r U -V- -WW I -. _ :L,11 CND F(A f-I � St+].a/ PA,f: + S 81(' IOa• """- A' '' +i 75• � '�:'• EM •' T!SiSMJ OGL: 't h./Y, +Y.ttrT I ' W. c , l `~,__ T f. • a io t tip• !ia' . 14167 f101flpA ttI01 ilia. YA4ea fh,f1F1AA1,A ,tam, A W I 1 • 1T1' 1S• I. op IP+4 • 0 1 •,, .1�. aura M la c+ai 6A111Aw2F0 VM STeft PAM - Ir' 1. $Z,•' •� I ,,..,,`1,..!StAtF 4}I _..,........__----- -., r..ai t V�. •. Itat_ r30"✓a 4•lrA4SE _1 SCC A as - � i }7oDa- '�. WIM '• a Mf,DTtCilOhl t1C. ,y •'��`�' . E C O ore �+ am 'ai tai to a IaN1 I.... 4 w . 20-175 ItM' W �^! "... WPc+Y-rwa .r i.s+.w" 4YmA 'wMIAPt•3ift r�t4^4,WN-[,f raP9P 4r eulLa-a1T 'F• � 'F- TRiL C ! _ - ____ -1. 11 � - . P1. •!t,'ae,w+LARra•R tA••a.1l. ;-'T ft. vy" ---�-°-_.W I V ti TRAM ANQ1 (rA4ttC 3 AtTli rY Pk7i# A tli9 A. .t _.. ii, , __ __ , _,_,r,_______._ _ ___ ---- _ INSTALLATION DETAILS FOR REGULAR PANEL ;1 ' INTO POURED ONCRUIE QR QQNCRETE BLOCK SMUCTU+RES yl(won OCACAFTI fPPL'11PIIS U KAT94 ap"11:11A AaCPO" sx tp1At'mo,, QLDCW On ON COW -WIT P IT la •JsACfIPPf IT1t 0 --oo qfl I O.Oco"D 1YA•La4 '!; .0 jw.j•"f 1pC4 7fAi1AAt jwt t.Y£Tf ! ,+tkiVO♦I toy 4 •eRta[•J „ 4. 2. t/7' t/a• 1 affif �co -' e.aMl•at rt W ft, I"" t 1 I COIfJ" at'Oltftl _ ....r.� ......- - _ • 17 '/1` at t . Nt 1A4ifi • T�Dc Ili 4 + 1 i �,i• to [�p'�j t ••.D ..n if t [ fr. l Wi 4 ,.rg` ai 'L" 1fn 1 1 .I ( I 11 litYAM'. trKTI' = ' I? to t J � m,Iol+tt 11 t .. ,.,• ,4' l # Y ' i ; r, TwaF f*� 6 ttaf� -} t0 +Izrpc t 4,. 1 1 UNION •0 Rots i ! •l tr As,••�'. LtCft :a -MIA y n'►.Ar 4I A (1 Ill 1 • +Y oo .; Itlitt IGI,tTlW 'Oft ' 1-R9a4w+i'-" 1 ck t++('i' 71 I I is +9 .0 .,paCC4 __ f Poodn ,.1a-. 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ALti�ciTly[ ft[ -o w YAc':F :i --0• f` '` 1i c LDRAL T, , !C -' "tv ' P 4 t • h' '_ iY _i .. -cam p. u W rt1 A_.'•w'4+ {{5-ma�y 7[..I ! e .. •°.r.,.°w1,. k ..sex',... .�..__ _�._- lt_ ,., _1 'I a .I 2-r`. f ^•."R- + wT.. Am, p"111 Womamm AT iW 04 ion" MAXIMUM PAKEL LENGTH L• OR L-- (ft) a RPAg4af a!', coloctin A A`k,F P*cu5tm 46100; aw-A"Ammis 1 1a11) ,+ w -1 to I t. raA r r a' rsa t - v lit 0 .a' ,* o a + ATf 4 s" re,a• Act t„+• A -A' SSJJ P-. r 0 .e No D A I- r I" 4,1 c A- C• I .' lot r. .Il o t e *_W Alto J` f r tAcl1.1. f.-t. Poe .foie• __ a a' f-r- W., ._ .,. •aM A. d _1. I,.I. ei -r _. __ "la - - _ _,. - •74 I- 1.„ , . _,_._ ,--- _-,..._,..__-__._-.,..� __ 1 C]NG (iL.L�4- ARID Co �NWA 7/a I/a. 3/4, 4/5, 5/5 A 6/5 y CffEOUt I ONLY FOR REt�yLA STM r* IW/G. 2W/6. 3W/7 ! s1f/7 e�i>...clOin"lAU rLOOCK a_+o (1) 4Aa-.Ym'.Wf .c.4:111 01 r Rao I ; . L 0 . - . _[ I �. Yam+, L 1TA A 70 *It) " V., - = Wj-1t.I _:L_,i...._1J-t_L� 0R D.M.--4 12��i .t - i _ C1. 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STRUCTURES tartow$" C. tolftr AD-•-1 or 'I f ,1-** wITCA tier.'` PC& -4-4 It- 0090 41 14FAC ItI 1z' _C 4.0. of If -C t: 7=_ Ap. J, aexi I zrx-A1w. C.P-S -1 QLAW. A, SS If ;14 - L -.7 W"- Aw_�� 0 !11 C WoOf ob WALL MOUNTM SEC710H EZI R AUYE EX IIN Alf am * 11 PA;XL Ttt"TA_IA1tft J*( C*V14' W"%'C Fr* V" era# DES'(% PlItc, IV Fq0,u_qx ftollvdc. ./- RWI Jhc`t. VC-11I $40 ore -IX, 111I4fE *X0 U[Vftft 1r, K s4wv",iffft re* 1- 2 w;/ "W.Jr. or o v� co ALL AMER CAN SHUFFERS AND GLASS 244a GALVANIZED STEEI STQRM PANELS (HVHZ & NUN HVH[z): Mt ALI bw" wnOwl 41 ry D, TYPICAL vER I ]CAL MOUNT ELEVATION .1V AA .41", 7 T_ if I Stop, At atq'Gt (51•4?Rt,.•TflYsl ivralu X.,V Ak1 VAD 11,4ti>l lAiM" SF4%S ANNI 4 f-IQ4 VERTICAL MOUNT ELEVATION (NO' PANELS) 4 T Fil,41104 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: W%h 1C."Mt IS VtrrAftt -CX 0A 10,411vt 1040i US& rhAA 04 (QkAi To PW' AIM MWIA --�M i. ;NJLM I" "IT. 0.6 1. 13`1 W- !6?;,Vft0 AWLt. t PC I V.4 0, 3 C. FAMI 1ASTIM12 WAGM, IA6A VAILIM101, GLASS SEPARATION NOTES: ILM, DA coot MaIt Mth' Vwvt t`P ohl"CO" 1c,ig ;1; 44167 24 Wa WvAw_70 MI. 510fiv PAK. r --TE' C 0 MTECTM pROOUCTS. IL LLC. MAXIMUM AH_0VffiBLE DFSIGN RRFSSURFS. DF%lr.iN NOTFS: , P, WTT�vawm 1 Q Aim W4 i,� A w.. )644 tat - t "'I JA st i'm I vp 1;.X L" GFENERAL NOTES: I"," 4owl ". III, Its, r, 4'". C-4- INIYVW�lr "Grow"" bwn4 -A, firSr ftV.*M. %-Ill 5M NIL MA"V 9444htokz.G 034+.1*anf-L- "",AV T 1-4 -1A0 j V• Dam* vurlItAujorm Ra AMU w Q err ALIV 0114ON"U*% "k, W 111w .A�/r€§wtlsrerr.eRMvtrArt�A(R+w1A#tSr+N-',Vt,aAfrinSaS LA W"Ift Aft &AV,' Q%41At-lIIV I_. , 2T�', h" :r- "(Imj j,t1t0aj "utr trier r.erAwtW UA". 4r4"'Ork mcw% so 11=4 oft) to 0-0100" 0"411 ,A" 11 IMA"T'AlA. ""vA`IWftA4xP'Q"# tars t its ..K. r.trt.Atwaa�sas I-tv- 4,, "K.L. 1,.W. "w.. 0"".. "WOM" 0- VIC?t -L0406 . k " -3 co-nft :3 P`PIFr_"Y!t" CA OW XNATIOIS 114 IMAPOD (I Ukilt. 4. ",:0.=0Mz - .44L *jn4x 4A wv"Tom A4.- "Am IAN t"+a fl. ,31S43 VISIT KALC 1013160 21 r al pi�� _4MINIMUM ALLOWABLE SPAN SCHEDULE I kT A. IN M" ZZ, 4- aw 'f A 51 311K 2t- Ar J,... j_w do r era" ww- C fl�Sj W kNL4_WA uj It 20-31543 fd jQMf(;AE!j5_PAf4E,L DETAIL T 1 POW, 1 -0 &W 4 0 Its T j . 06X 4 star :ftvPre etc, 1'9 I •I-,- I UrL- JI lk&r WV 3:7r-4 �� rw Mk r %, u"w wl =FOR- J'g LR 14 "* FAW 1-40 oo ML Yj� 0AIL .0�4 'm r Psi ta LI'S -K CL w" 7 N� cc ..zr Low water 4� i T. A -P 41 VAX .ape ;41 _11W -1 J U N 1 1 2022 VIRTUAL REVIEW ASSIST Virtual RevlewAsgisti, Inc. Plans Review comp lef-eU-5--n-d approved ANCHOR SPACING SCHEDULE' 3A '.L,:t Papa,! FAJ.It r.11.1 4O IA. a :2 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 10"I C1 r) 9. CI C2 .j CA CI n CS C. •kK wD-G.K Ij , i• I, zs 10b It I av t 3 1 -0 1 ir,34.9 ,• " or. 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