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HomeMy WebLinkAbout36524 Smithfield LnABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DET,ML DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM I SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POU_JDS 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 WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD �A = STAIR CALL OUT HEIGHT OF STEP DOWN A i FOOTING CALL OUT - STEP DOWN = SEE FOOTING TALLOWY SCHEDULE ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW ACELEV NUMBER A9 �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 <-----ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4A15 2 -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tkElARROW NT ELEV NUMBER SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.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 TAM PA, FL 33607 81.3.574.5700 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 1ST AND 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 PA 1.4 PRODUCT APPROVAL PA 1.5 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 MAR 0 4 2023 \/W\ N 9, Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 RECEIVED ,NEAR 10 2023 NOTICE TO BUILDER & AL�CONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. V) 4) N I-0 W L U c co N m N .�� V = O. ate. u a A� E p s o O OCD ` o Q V/ • .0 � U�� m }:rg LU Q N nv``i L 0 ECO 7W Uj W 0 LLI LU Uj LI 0 h- LU �Q J �qzx z /W1� V a U WD W0¢X¢L.UO0_jO <f c L 0- g 0 H¢ Q ~ ~ O¢ Z LL Z Q p Ow�wOZOX00Mzz 0 00 Z JQ Q LL oT)�WO�O�<0WQZWp 0X Li ¢ O ¢ tL I O O Z W OF_ C-/) ti 0 E- M O Q M � LL qT � 0If co Z U w� W J O O J qT I I I I I I O N N �V N N N N O N O N O N Co N O N r- O M - CO N O C C O N N O CD CD O O i I Z O N M qq I rr CO } Z Z Z O z W z �--' W p z z +� U Woo O VU� Z)z> O ono Z aIra r Q '*-^� I- W � Q _ • _ cag-W L0 V zo�o N W = >- U) WIZ) • 0-) Q z0fo O Q U aZLL z �z z �2 U < p _o F..Cn Z z z w � ) LIJ,it 0 Q O LAST PLOT DATE " December 1, 2022 Z0 J I COVER SHEET r Ti 7_____F f- -_ - _ - - _ - - t � i���i � i.,.'.ti_sn il;d ,litlo L _- __� _ __- 1 _1 _T ,: _F____ I = r U � w ELEVa L (-) 0'-3 1/2" S3 30'-0" 8'-8" 6'-0" 164" 2'-10" 3'-0" 3'-2" 5'-4" 3'-4" 3'-6 3/8" 3'-10" 2'-5 5/8" 2'-6" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 12 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 o r q • BORACARE TREATED LUMBER IS AN m B ALTERNATIVE TERMITE PROTECTION TO I HB SOIL POISONING (TYP) Q Q QC3 � Q Q CIO El v2 I D GG I M S3 Q S3 13'-2 3/8" I I BRG WALL J O O N T B C� CO � CIOI 0 Qw 13 w I GG I S3 I o o L 13 C.J. = O-- -- --------- --- 14 0 B15'-5" 13 SINK \ ELEC ---------- 10 0 o ii ii o E0: • 6-2 3/4" _ Q C SHWR � II II Ar- Q I -A CV 5CF_ p II 11 11 00 IF II -_ CO Y I ih - CD v II 4 rU v LO 1REF I 1 00 w CC �r II S3 6 I o o 4'-2 5/8" 13 1 -8' Q BRG WALL II q I —I I I e D � I G S3C.J. I 10 BOLLARD D \ Q I I I_ I z— — — E LEV.ILL 9 A 13 II -- ---------N-4-- — --J'—�— Av 13 z I 9'-10 7/8" L 9'-4" o I oo I p SEE DETAIL D/S3 6 1 FOR FRAME WALL L TO CMU 13 CONNECTIONS QC3 a Q 136 , o 7 I? U J S3 3'-0" 1'-11" 3'-5" B 00 8� A ; 3 -o io I 'A, M 0 SIX ELEV. Ho 3 1 /2" U U aE0 8'-8" 6., 10,E 10'-0" 30'-0" 16-0" 20'-0" FOUNDATION PLAN (ELEVATION A 1 /4„ = 1'-0" '_4" 0 v FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION D 1/2" DP X 9-1/2" WIDE RECESS 2Q 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5D SINK - KITCHEN 6D REF 7� WASHER 8D W/H 9D UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM O FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY ULMONO FTG I 16" x 12" DP (2) #5s CONT. MAR 0 4 2023 \IRA Virtual Review Assist, Inc. Plans Review completed and approved tot compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 s 04 3 6 9 LO LO LL ir"1 a anH�, r� r ° Ua ^' f w O w ❑ z N r L 0 W 6.,L \O o ❑ co N ti N H __ V-0-0-0m u a m �, A� C L M 2 O vI -5 O10, u Q •N Z U �k w QN o E 2 V - a -0 V, Lu W W 0 LLI Uj W O H Lu HQ � 0�~z� E�� O� x, LLQ 00 L- 0 Q Q J� � �¢ Z �LLoz2o ¢Q ~-1 O O1Lw_owOxmOZ)wdzUJzF x¢�WZuzOwj WW - zj-<a ��I �Y2 Q ¢ LL Ow oX o o¢ W o W¢ F¢LL if O O Z N OLIJ �5ti M O Q U M � �u)LL_ti M oo Z U W W J O O d' I e � i I I e ; O o 0 N 0 N 0 N N 0 N I- cM M r O C) 0 0) 0 6) .- N o N o ' z O O N LO w � O o N M O -4L6 O I co Z F ¢ Z W O -�-� 0 W U ❑ O O ()0(/) L O Z)zj o�❑ Z a�a � ��Q = m=w 0�� N 0 zoT_ W a�Z) O zwo O V a: gzILL z T_ �z F- 0 Q pow m z z z Lq W J O LAST PLOT DATE . December 1, 2022 Z MONO FOUNDATION eeeeeeJ PLAN A . . 1, 1 , r _­"' ' i. i- rF_.,1—. 11 P u a aae; „ m lildl I I I i 1A 11 .1 n. 1.1 ;ice -_T_ «Ilt J J LOj O NI N CV CV 7 5/8" 2 ao HU28-2 m 0 0o w P:Q jAd IE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC 30'-0" OVERALL 14'-4" 10'-4" 5'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" BO SH 25 L HID AT 6'-8" ,l_, EGRESSHB 5068 SGD Co GREAT ROOM BEDROOM #2 8'-8" CLG 10'-0" x 12'-4" 8'-8" CLG v CV T 16'-0 1 /4" 6'-10 10" 1/2" 5'-0" BF6" L(2) WALL �3) STUD OLUMN BELOW �'6-N -- G6, 12'-10 5/8" 11 9'-2 1/4" r 3'-7" Z T2Z� LO M 2X4 KNEE WALL, TOP V II AT 34 1/2" r, — d'6, e KITCHEN o O° II ° �8'-8" CLGT= II°• 0 _w BATH • § O 8'-8" CLAT DINING ROOM o i 0 z_ _n cooTP 8'-8" CLG o RANGE ii i III W/ HOOD C II B� II° - II F=JAL---- rn 1' 3' (V T2'-3 1/2" 6" WALL T-4 1/2" 6'-3 1/2" �) 2'-3 7/8" 8'-8 1 /2" ' 8 5'-3 3/4" PLUMBIN `?I PANTRY 51/8" STACK WALL N 6'-7" REF A3 B.U.C. [Al16 N - ----- 8 G S3 4" INSULATED BRG WALL W/H PROTECTIVE - ----- �3) STUD OLUMN BELOW BOLLARD `�' 20 MIN FIRE RATED Oo DOOR W/ WEATHER - STRIP ---- (2) 2x8 0 o HEADER g I` SEE Q/S4 TWO CAR GARAGE 18'-9" X 20'-0" $ 4" INSULATED BRG WALL 7 00 N ----6 - FOYER ----5 8'-8" CLG M CC ---- 4 S3 N LINE OF GARAGE IN 3 2"' 0, OPEN POSTION A bo 00 SEE DETAIL D/S3 I P LO FOR FRAME WALL TO r I CMU CONNECTIONS SH 112 34 00 HD AT 6'-8" 3 1/2" III I TEMP.GLASS a TIE BEAM TIE BEAM I AT 8'-8" AT 8'-8" I ENTRY I 8'-8" CLG 1 III I 16070 L — — — - = — — — — — — — — — — 16" X 16" X 20" LINE OF STRUCTURE A.F.F. CMU BASE W/ ABOVE (4) #5 VERT. TYP OF (2) 1'-4" 4'-7" 6'-9" 17'-4" 10'-0" 1'-4" 18'-8" 30'-0" \-"-(2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-0" 7 5/8" 2x8 HEADER SEE Q/S -(4) 12" N DP SH t` M L O ti 9 N 04 N � O� = H 7 5/8" co LO _ co N N ib o0 AB o w0? mbo w I- H ¢ TIE BEAM AT 8'4' u 8" EXT FRAME WALL -� 30'-0" ip 2'-10" �. 24'-4" 2'-10" SH 25 HD AT T-3" EGRESS =, (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS D AT 7'-, d. EGRESS I 7�14' 4" 11'-8 1/2" 2'- /4" 13'-0" °w° I U) rn I m 00 N co N BEDROOM #4 BEDROOM #3 - 12'-9" x 11'-11" N 10'-3" X 11'-8" N 8'-0" CLG 8'-0" CLG t A, CV �- 11 1/2" T-7 1 /2" 3'-8" 2668 - N 2668 (V r to TP BATH #2 o 6" WA W.I.C. iL oe 14 u_ m TB 00 BEDROOM #5 L 1 V-7" X 9'-10" W D LN = ¢ — — 8'-0" CLG o HANSE DRYER L R&S �- BOX VENT - ti 2"DP(4)S ��co`L T ,t „� oo b LAUNDRY `'�6cP M ATTIC ACCESS o LOFT 10'-1" X 15'-5" 0011 8'-0" CLG d 7'-4" 4'-8 1/2" 3'-4" Ll 3'-8" 10'-3 1/2" 1 36" LOW N N A3 WALL `- DRAIN o DN SHOWER ---- m HEAD & U) ao - - VALVE Zo �� °� 0 0 ii, BEDROOM #6 ____ 16 - 11 4 X 11 -0 8'-0" CLG 4 ---- 13 M Dc)1 1'-5 1/2" 7 1/2" 11 3'-11" 4'-2 1/2" 1'-8" 11'-8" Dc)DD 10 CA o c 2'-1 3/8" DD -----9 ti co CV DD 8 7 6" WALL T -----6 O. BATH 5 D 8'-0" CLG11 4 _3 TB W.I.C. I 36" H. �� N I _ OWNERS SUITE CONTRAIL`1� 17'-0" X 13'-0" IN LO M T I rn 8'-0 CLG U) I U) (2)2X6 HEADER SH 1/2 34 06 I I SEE M/S6 - TYP. 8" EXT HD AT 7'-3" I I 2ND FLOOR FRAME <I I WINDOWS WALL <I 2-PLY BUC W/ (2) SH 1/2 34 I MSTA36 STRAPS H D AT 7'-3" TO FLOOR TRUSS BELOW 'v SH 25 SH 25 HID AT 7'-3" HD AT 7'-3" EGRESS 7'-4" 2'-8" T-2" 3'-2" 6'-10" 0 6-10" 10'-0" 6'-4" 13'-8" CANTILEVER 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 •4" LO ih U) N U) w U) < �w ih U) LO N~U) w U) Q 0W 2 -4" INSULATION REQ: GENERAL NOTES: LOCATION R-VALUE / TYPE ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL EXT CONC 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. 0 N 0 -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW .lAl AT 18' 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. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 [TOTAL SQ FT 3043 0 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 MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 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 I ' r I IVVFILL \.7 W T O z w w U) 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. WALL SPLICE DETAIL N.T.S. N N O N 00 c> "3 LO F �� 4P�1 n l"j y z W 41�''•� � � t O w 0 z U1 O L0 � _W L u p (y) V) j�� Ln 1 2 U -0 70— j! M Al 'L t p V}/D O 2 0 o p LLo 0 �JI S U � a� Q (n V LLJ 0 N W L 0o Eco, o> V, (7w W J W 0 LU H w Uj Of�_J'n03=WU_U0U__j0 Q Q F- U F- j 0 X Z= W O Z 2 0 0 ocnrt'ozowoomzz F- Q Q 0 O 0 Z w w Ewa w(n W W zLL0Q0X _j<< wQ�Zwz�wonCL o <O- gl-7 gw620 0L o oQ Q w¢ 0 FQLL if O Z 04 O� Usti z L_. Co O Q M � U) LL G q. z < W < Lq 00 zv< W J O O I I I I I I O o N 0 N 0 N 0 N 0 N O N O C)W 0 C 0 O � N CD N CD' z 0 WN U') LO i o 0 N 0 I M 0 I '-T o Lo I I I i cor^ z� v, ¢ z C)w +4_j-� O W V m0_O rJUU7 L O =)z5; 0Wo .Q Z a�< Q �"� H a Ln = m=W F_� Ln 0 ~0~O N �Oq) >_ ¢F-D 0 ZWO U gZLL w z °- z U) z z� 0U 0� M�M W z � ¢ z w J LU 0 O LAST PLOT DATE . . December 1, 2022 Z O 1ST & 2ND FLOOR PLAN A 1 T I - 1 I I _ -I __ _ i i _ 36" LOW WALL ENGINEER TRUSSES 1/2" DRYWALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 d STAIR SECTION 1 /211 = 1 1-011 SEE SHE=ST HEADROOM IN STAIRWAY FOR STAITO BE 6'-8" IN ACCORDANCE IW1 FBCR R311.7.2 F _ 10" G1" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER----' STAIR DETAIL 1 /4" = 1'-011 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING Pnr,p n� -ration RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. SEE SHEET ST \ FOR STAIR DETAILS 42" H. SLOPED LOW WALL 2 A3 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING ° aa. Virtual Review Assist, Inc. Plans Review completed and apprisved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 4 N N O ,y 'h 1400 LO Ln ,ate a 'L 1�e Q y9 9 6T- g yp W •�� yO W 0 z Q (n N L0 '0 V! L q U M di N U Ln M W S_ L i O Oo 2 0 } pU- , 0 Q N JC f' LU W L 0O Ew 70 0 � � CL LU W LLI Vj W O ~ �< J X¢�zx a+ W V O�;<_O<X Q°oJz�LL°z2°UQo O~JOa Q xZ�o;WoomZ=0 nWW CWLL! Q��-ia<W� OZd -WX Q�W� p OW - z O Q C) O 0 Q X Q QLL LL F— LL i# O O ZCN W O� L ::) r-- M O Q M LU 0- cy) z a' � O <� zvla- W j O O 00000 N r` N r N M N M N r O r r N O O W O M O O r N O N O O LO ,^ �.1 , W > o r O N C+7 O 'I -LA o i co }~ zz W QW O W 000 O U U V U) Lo O Z)zj ow- Z O-c a�a Q = WW L.n ('� F- N fY O zoo W <~Z) Q O ZWO �. 0 VaLU z Z �z r Q F� J OU O z A3 z z W J uj,ql- O 0 O > LAST PLOT DATE z O J STAIR DETAILS _1�1\ _1 SS JU -U GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) FTF2 2 o LL M 1 Q S4 (3) STUD I I COLUMN BELOW THA422 1" h Cl) V-6" 10'-01, II I I 1'-10, c J I II ac• •c• THA422 - - FTF6 1 - --- - - \ % U I THA422 I- I i t (D I (THA422 LL _j I II II II I I I ti LL LL 00 II LL II L II I (THA422 _j LAE II o 1 O � II II 50 (THA422 _j I II C-�_j THA422 ---- ---- --- II -- q THA422 _j II I � 1 fii r� I I THA422 _j LIE FT11 1 I ------ I J XXXS4 (3) STUD COLUMN BELOW `•`'r` SYi "�^ nt I- LL ... ,. o to n! r <:. w TH12 LL LL LL r QA�4 2 2 FTG5 FTF9 \6-- r -r r -Ir -r rI r � r _1 r D III III TOE CONNECTION NAIL DI - BO LU LL v $ ~ v = ~ v Q FT14 v ~ v a v FT12 v a v - r M LL_ 47 o r SIMPSON HTT4 CANT. FLOOR SIMPSON o FROM TRUSS FROM TR TO BLOCK TO BLOC 4'-0" 1'-4" 6'-0" 6-0" V-8" 6-0" 6 64" 13'-8" 10'-0" 1 V-4" 181-81, FLOOR FRAMING PLAN (ELEV A. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 2211x36" ATTIC ACCESS O STAIRS AREA O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS HTT4 USS 0 M Lo v CJ1 b CJ3 CJ5 0 IN 0 0 N CJ5A o CJ3A CJ1A a 41115111 co LO 0 Cl) U U U L) U U I I I I I I I I II I I I I I I I I Ii EJ7 II II II II I I II II II i II II II I I I U=1015# ii I L_ -_J A9G I H t1 U= 1016# I jI l j1 A7 DROPPED FLAIt OPS OF HIPS FOR FRAMING -------------------------- ---� (GIRDER NOTMOPPED) A5 II II II ----�r------------------------- II II ll II A3 I 1 i BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L------------- J I i AHU IF NEEDED (SEE ENG) J__- ----_________-_,I I r ____-±_________A1A I I 1-f I 3 II II II II II II I- J .� \ �I ��/ ----- II ------------------------------� I II >rt ------ JI-------------------------- II _ II II ¢ II II II II II IL-__-_- II II II II j1 II II II II II 11 „ A2 - - - — - - - - - - - - - - - --- ----- r---� r-------------�- ---- --, II II II it II A4 IL L----- II II L----- ---------------------------- II II I i I DROPPED FLAT TOPS OF A6 I n HIPS FOR FRAMING I I j j (GIRDER NOT DROPPED) A8 I I I I U= 1329# i L /HTU26F I --J L----------- 1 A10G I I I B1 T-011 I 21-0" ILUS24 I ii B2 li EJ7 O LUS24 i li B3 I I II I LUS2 I I� I B4G 4'-8" 1'-8" �US24 LO Q ce) CJ3 OF I tnJ U U U v N I C� CJ1 w �J`` (LUS2 CGE 6'41 13'-8" 101-0" 30'-0" ROOF FRAMING PLAN (ELEV A. 1 /411 = 1'-011 CJ1 CJ3 CJ5 0 io 0 Nt 0? r 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 CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 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) LABELED END MARK MRR ®4 2023 REFER TO ENG. PACK FOR CONNECTION — virtual Review assist' Inc - roved CJ5 plans Review completed and app ce with the eeKtahn PX2300 Edition o tar comptianCJ3 by Debra Ann U U SHINGLE ROOF HEEL= 4 1/16" PL UTS C 12" SHINGLE ROOF 12 41 12 HEEL= 3 5/16" Z�A 01 PLUMB CUT 2X4 CO #11 51 :��l 2 OF 2X4 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. U 1'-0 5/16" 2'-0" 21_011 TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Spreader 60 degrees 1— �. ./ or less 1 r-prox. Ta lin1/2 f� 2/3to1/2 __ITa line span ape span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. " PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSFIllh- ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000,# ARE SHO�NN ON ENGINEERING. DESCRIPTION INIT. DATJE NEW MODEL SLC LCS RDP 11/REV KRC01 LOAD FOR ACCTG HMT 4/ UPDATED RE'S ARM 10/10/16 LC9 JTH 12/15/17 CHANGED TO SIMPSON HANGERS JRH 3-13-18 ADDED EXTRA VERT ON FUR TRUSSES @ EXTERIOR WALLS ARZ 10/19A8 RF01 Rev hangers,drop FG 's 114",Nd cant@garage rdg 9124 119 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER —� r CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33680 PHONE:( 800) 959-8806 FAX: (863) 294-2486 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2551 CCA PROD/MODEL/ALT 7A2/2551/A ALT DESC: OTC lIIllLOT BLOCK DESIGT7NER PAGE S L C DATE 1 06/11 15 LAN# SCALE N31 "7638R 1 : 4 11=1' N 0 N CN Ln a .n ✓ 00 `✓1 f i pp ,,. % -j, LO 1� 0 p k�°��-� w ` V) N LO E 0 0 W L 0 \ ' CO 00 (n V Z3 :! M A, L t M W ` o U < .E i3 . N U LLl Q N 0 I` o E co LUW o wOLd w LU v~ �Q X _j W§ZF- x z �U LL ~ XJ_ OOJO IUULLQ�01-- aw2U z z O Za n CO LLw �j ILL �¢Q0- Oa<U ¢U- Ow 22Yo�¢¢ D ry 0 0 X ¢ LL ¢ O LL 0 ZW Oi­- U) 5 ti ;C)F.�-Mo QCO I,,- U_ ti Ill M oo zv� LUW J 0 I r I r I r O N N N N N o N 0 N 0 N 0 N 0 N O C) N O O z 0 0 �- o o I ' D_ N LO > o 0 N 0 M 0 d' L 00 z� QZ O zw O W U Opp UUU Lo O Z)z> o�0 Z atza r� Q T-I X a � = m=w L6 l­- a N �O= W�� z�� O O Q O ZLL a z ZQ z LL �C U _3 O O 0— z z z LU J 0 Q LAST PLOT DATE o " • December 1, 2022 z O J FRAMING PLANS A —ftl G[ it liii rii.l„l inl�,ru�I iI�rIA4iTI I it 11 -_—F N - to �1C' cfl 2 LBS. EPS FOAM 1 1/2" 5 BRACKET DETAIL 1of— 1 -0 11 0 2 LBS. EPS o FOAM 2 1/2" 6 BRACKET DETAIL 111— 1 -0 11 �1 1/2" T 4 " =�s 2 LBS. EPS FOAM 0 <V 'v 'v 4" 4" 4" 4" 1 " 1'-4" 7 WINDOW DETAIL CV ROOF FINISH PER ELEVATION 12 �5 ROOF SHEATHING MANUFACTURED ROOFTRUSS E—MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 81 SOFFIT DETAIL ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 4 MANUFACTURED ROOFTRUSS , MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL FFIT 9 DETAIL 7"X1" THICK SMOOTH STUCCO BAND 2 4"X1"THICK SMOOTH 4"- STUCCO BAND C C 10" N i 8" 12" X 1 1/4" THICK SMOOTH STUCCO BAND 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 111 1 -0 1„ 4" SMOOTH STUCCO FINISH 6" SMOOTH STUCCO OVER CMU 4 1 '-4" 00 5/8" SMOOTH STUCCO OVER CMU r1IIIIIk ELEV AT U-0" FIRST FLOOR FF 4" V-0" -5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 2"X2" THICK PAINTED RAISED TRIM BAND N 6''X1" THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER = CMU 1 iN rh ELEV AT 0'-0" FIRST FLOOR FF ASSUM D GRADE 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND 12 51 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME - CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. SHINGL_j ROOF 11 A5 ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION A 1 /411 — 1'-011 ELEV AT 18'-0" T.O.P. - 1'-0" ELEV AT 1 U-0" �? 2ND FLOOR FF * '� F ELEV AT 8'-8" _ T.O.M. WEEP SCREED TYP. 5/8" STUCCO ELEV AT 0'-0" ON CMU 1ST FLOOR FF REAR ELEVATION A 1 /8" = 1'-011 12 55 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. - ELEV AT 0'-0" 1ST FLOOR FF ARIGHT ELEVATION A 1 /8" = 1'-0" 8 � 12 A5 5 SHINGLE ROOF A5. 4' OFF RIDGE VENT SHINGLE ROOF 4' OFF RIDGE VENT -7/8" STUCCO OpV�E�Rp _ F AUF, -A/C UNIT AND PAD SHINGLE ROOF lull■Illll■Illll■Illll■Illll■11�11■�Illl■Illll■Illll■Illll■1011■Illll■I1111■Illll■�Illl■Illll■Illll■Illll■III�1"��Ilml:!�Illnitlll�l � ...I n'i init�I���11�i�1��11���nnin l�iiiniiimiiiu nimniinni�nliu�i� niiiil�inilnilinniluitnimn�1��11�i�1��11�I���11�iiri'■ilm�l ����� ��11 0 • LEFT ELEVATION A 1 /811 = 1'=011 --r- r__r«i;.- I liaI i ,:_.: -ITT--F - - — Z'-0" A5 A5 9'-8" 6-0" 164" 01. a- N J 77 1'-0" U)� o O r w ON � Sri 4' OFF RIDGE VENT 0 0 C7 0 0 SLOPE pw Ow SLOPE 5:12 v> v> 5:12 oL J U) W N a7 0 LO _l W Cn _j N SE LOPE SLOP v 5:12 5:12 11 SLOPE 5:12 13 ROOF PLAN A 1 /8 — 11-011 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) MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 SQ 15 REQUIRED = IN Q 8 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 (202TO 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 VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF TH SPACE, WITH THE B LANCE 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 04 'i f{+ Tnda k 04 04 Ya✓00 `k�x�v� I LO 01, I 3 ggrw 0 w 0 z nvi W 0 N 0 L' 0 W � L ' p o co 6 M N A� D t M 2 0 �� U _0 - ° Q) Q N W 0,.: ti �k Qv � 7� V 6. o E� 5 a (D LLI w Owe w w�0o ctz) C, �<LLUO0 Q _ ~ ~ � xQ � o o o Qz ODW29OZ6WO0 JO �- U 0 Z a F cn ¢LL awpY�zgwOoopQ o Q 0 Z) 0 Q Z X Q U.a o I-Qw if 0 Z N OLLJ M O Q w CO W i- W 0- M W 0- 2 T- Z U Z W J O J I I I I I I I O 0 0 0 N f*- 0 N - 0 N M N M N O 0)O N N O N I O z C) 0 0 �- o o I 0 Nco Lo > o - 0 N 0 M 0 I o uico I I I I } z�- v, Q z O Zw � 0)0 W U 00_O VUFn LO -0O Z)zj o�C Z a�<a Q �WQ Ln co Ln CD � � o NW 0 ZO= ■ ■ Q zwo z aZ �z � OU _0 W A5 z z W Wlt J 0 O LAST PLOT DATE O " • December 1, 2022 4_0 0 EXTERIOR ELEVATIONS & ROOF PLAN A f 7 777— -i f � -TU_ , i A/C DISC FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-01 1 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. F NOTES: NLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets 200 A 00 AMP 1 #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER 210 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 Li 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAR 0 4 20,23 Virtual Review Assist, Inc. Plans Review completed and approve' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1/2" DOORJAMB DUPLEX 19 OUTLET ih TRIM - BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6— SWITCH AT 36" - 3 WAY SWITCH AT 36" -64-2 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL {- CLG MNT LT FIXTURE -t}- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C SMOKE DETECTOR CU-18= UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING FR—=36-;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION _0i_":1 ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR M A/C REGISTER THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N n` N LO N E � No 0 (0 vco N M Ln �_ co AV' c W •L i M o0 20 0 t U�� •/V�li U Uj QN W L. 0O C C) CL a V)) LLJ W 0 LLj Uj w 0 F- Ld �Q o 0 gg zx LLI z ��aQ(UXO00_j0 Q Q F U OdOJzWLLOz20O~QQ o o O Z (0 LU0f9oLLJzoLuoomzD iFQowQU ZwZ wOpd LL Q 0 Lu � H � Y O Q OQ o 0¢< Q Q LL LL O Z W OF - ID M O Q M L0 WLL ti z Li) ct a. cM O < zv� W W J O O I I I I I I I I I I I I O 0 N Co N N N N o N 0 N 0 N 0 N 0 N N C)aC:)N Z O — C) C) 0 W N LO Lo g O o 0 0 V � M Cr Z F- W z Qw C) 4-1 W Z � +-+ 0 U 0 0 Z3(.)U0 Lo O ::)zj oF-0 Z airy r� = W=Q co H� N O Z07 W Z (:T) O zw0 U gZlr LL z �z � OU 0 W z z z W _j o 0 LAST PLOT DATE • December 1, 2022 z 0 1ST 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 EELOW 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. MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 F0C 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH — 14 DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" lip 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 -69 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL -6- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 3 OPALEX - ALTERNATE TUB/SHOWERND CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY O 50W MR16 4" LOW VOLTAGE OWNER C 90W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR sj SMOKE DETECTOR CU-182 UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:FF 24" VANITY LIGHTING FF—= 36 :F;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION _ffi&3 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT OB 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. q: ^Vi ^^ll 0 LO E 0 C'0 0 C) M i d -0 7C) M AU,, W j 0 0 2 0 0 o �o o Q •0^` i U�° } w QN 7W V U L p E 0 co LLILLI w oUJ w w,0 �LL00 Q Q~ V =�03: Q oz�oL.LJz7�0<LL0U)m¢z ~�O� DO UwW��-1 0�zO W ZLUL— Q¢LzuQIL ELL O QO0 D Q= 0 wa w t O O Z N Off_ U- ti z p c0 Q w CO � LL coz < W < U� Z U W W J O O J I I I I I I I I I I I I O N N N N N o N 0 N 0 N 0 N 0 N 0 C O N N O z O O � O O O W N > o 0 0 0 oLO I r/� zZ v, Q Z w O W 000 O U v(.)(/) Lo-0 O Q III ZUj a�a = w=~ m�� Ln 0 ~p~O N �O� W W z�Z) . Q O WW O gZO LL Z az (1)z � Z �� O UO W zA602z z z w Uj J 0 0 LAST PLOT DATE December 1, 2022 ZO � 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 14 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. (9 ) S G G 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2, ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2. 2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP C1IORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 14. 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. -12 f REINFORCING STEEL SHALL BE ASTM A615 / A615M MIN. I . GRADE 60 y = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (f'c) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be removed before exterior soilrtreatmentaralong the foundation perimeter 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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. MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CV O N 04 04 LO 00 u'i iy r 0 i. W 0 Z Q SIN, N L0 -0 W L u c'D N ai c %} V) CO CO Ln -0 -of a�, M wv W L 00 8 Lrn 0 c) O 0 (D Q • s U� } i.0 Q N C nVn`) V L cO E 00 7W V n LV (D LL1 w WW H W J W 2 O- 0 H 0_ J Lr Z � z Q Ia-- Q02 JQO¢trQLLUo0JO �U)�§OZp=00,ZZaU F- O fnW n-WrnW W,rn=d'Q, J O Z I�< WQOZWZOwa�a �I-� �YZQQ Q LL Ow 00 o Z) oQQ= Q O LL LL O O Z N W 0 � M O Q ) co /) U) LL ti LLI Lid cM G 00 Z 0 LUZ3: W J 0 0 d' I I I I I I I I N N N N O CD 0 o r o I I I ' Z 0 N� C) 0 0 o I I I ' n LO ; r N M 41 00 �/� ZZ ♦,/, Q Z W C)Z -E-� C O W V 0 O O UV5) 0 =)Zj 0~0 Z CL W 1� F_ Lij WwQ Cp=W �,() 0 H � 2 N a-,Zo= O aHZ) CF) Q 0 Zoo U aZ� Z �Z � OU 0 W Z SNO Q Z ULI LLJ qqt N 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS 7 -;r mf ,,,,s. L.L -.-- n._. ,. I TI I i - -1 - - - F 11 1 1 r THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED I+SETA! LATH ATTACHMENT. METAL LATH _.._.. — �r"�ALL SHEATHING II II !I i� I f x I I 111--�1 fq I.[ I 160A 1 1'4 '"A LO IMlra (3 4' -1" C,RO ST.APLEL ! 6"' O Cr \"ERT EETn,NEENI I F1,G 1- I, S A; LIEa g 6 S'TNJL""•' ill°JfSTEDTHLIS;—I-FF',',,ET '^T"APLES °mod �. STAPLES B',ETINEEN STUD'> AS SHOWN � .---�--..,. _._..._ � 0 S'a \,IERT- N ii f;,"� S7UD�° _. .... (f ;7ED THUS:--' METAL LATH ATTACHIV11=NT DETAIL RE`}.09.24._'1 SCALE: 3/4"=V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR TPAJJAX*" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O O fV H C G O O O a _ 0o 1'-0" 0 9 ' O U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 160 TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0­1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0„ 4'-0„ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONS (Not required if both loE Filler 1/8" gap FILL CELLS STD. 90° HOOK BOND BEAM w DOUBLE JOIST CONS (Not required if both loE Filler 1/8" gap FILL CELLS STD. 90° HOOK BOND BEAM w ¢ STD. 90° 7 CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT, FROM INDATION TOHIGHEST 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 # 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible ] 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 9 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 DOUBLE JOIST CONNECTION top flange outhcutst. - Birdsmouth cuts. N.T.S. Under 2nd floor coh imn w/ Inads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --) DO NOT cut, notch or drill flanges Boise Joist Blocking Ilse 3" (10d) nails at 6" o.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) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below �— Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — blocking O 6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 Round Hole Diameter (in) 2 3 4 5 6 7'' 8 8.875 10 11 12 '13 Rectangular Hale Side (in) 2 3 5 6 8 .9 10 Any 16" joist Span (t) 8 1°-0 1'-1' 1`-2'" 1,_2„ V-3„ V' 3`" V-7 1.'-,I'I r,-4, 2'-9" 3 2., 3, 7„ 12 V-0' 1'-1' 1 `-2"' V-2" V-3" 1' 9" 2'-4" 2'- i 3'-7' 4'-2`' 4 _9„ 16 1' 0' 1'-1" 1'-2" 1'-2" 1-7" 2' 3' 2' 3'-1{J' 4'79' 5`-7" 6' 4" V fl" 1'-1" 1' 2" 1'-2" 2'-0" 3'-0" 4'-Q" 4'-10" 5' 11" 6'-1'" 7° 11"21'-2" #-220 V-3" 2'-5" 3'-7° 4"-9" 5'-10 7' 2' 8,4„ 97 " 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s� 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11 - / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. ]-Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Backer block (1?" wide min.) Nail with 10- 10d nails. \Install tight to.top flange. JC v/ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN SIMPSON I w/ (18) 10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION DOTE: )PLIFT VALUE 3 BASED ON i. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE 1I III-1 I IIi IIi •a P=V1C1=1 I OI-1 aR _ISII-C1 H1=�� °4 ,0 SLEEV E A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a =II I I EI 11=° a 1=I I I I I I '—I—ii -_ E�111 FINI5H GRADE aoz SLEEVE THRU STEMS ° SEE PLAN FOR --"' OR °• a . • • ° FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN 14 I, EI I � I, ILA , A/l. l,r'IHor 4+ rVU - SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. FJ SEE FND. PLN. 01 SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION r-- -- - - - - - - - - - - - - - - - - - - - - - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. MAR 0 4 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE c ° —�. I, I I1=1I1=1 `. :° //1 4 a 11=1 SEE FND. PLN. SIZE & REINF. / N N O N _ N §`�Ae;'�.� � .,,�' � ".� - �"`:. w In ti� 00 LO r a e Z �y4k. d y t i.Y B %.✓.w] .�q� O p z i 0 W , `O U 4-- N c 5 En U 2 U = t p 0o B a M1111-D LL rep •� 0 o O Q '0 V w a� 7(1) L 00 CD �� m V a Vill W LL1 o w rn LU 0 ~I- Q Wgz� JzW ¢ or 0 O (� Q ntUOC7 Cl)QtJ J — C)CO z,QR000"o90z ) J O z f� 0- (n w W (n � ¢ } J Q�apLU uJzO�Lpa ILL OW~~ �Wo ¢ ¢ o oQz 0X LL¢ 0 �¢� O O Z W O� z cM O < U) LL U) ti Lid I— 0� 0- cM O Z U WCD W J I I I I I C)C)N N N N N N N o N 0 N 0 N 0 N � � M Cl) C) CD O O O T N O ' 1 1 1 Z O N W o 0 0 0 l l l V/ > N M i i i qzl- z F- ¢z C)zw +� O W U zz MOO UC)V5 -� 0 pzj_ OF-p Z a�a Q Q Ln wwl— [V Of On >- Is IsL1� Q Q g z�0 0 U azE z z ZQ � � O0J � MM W W z SN1 z z LU Us.! N 0 LAST PLOT DATE . . z 0 STRUCTURAL DETAILS -- _ - 1I1:1 It i I I - I I T (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDII ION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONY. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C, 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U_ rr MIN. 2500 PSI CONIC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. `'' 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 CV III —III °co Cl, =III=III= I I 6 MIL VAPOR D 50 BARRIER 1111I Q I I II • 111= `� COMP. SOIL. IIII (COMPACTED TO 95% =1 I I I =III=III 11= MODIFIED PROCTOR III I I III —III —I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB —\ PAVERS—, \ BLOCK WALL BEYOND 14 TO.H.D. RECESS z �M -- J.. III=III_ 4„ _ =IIII SEE A/S3ORJ/S6—_1Il�lllll�i,lll Illll- FOR REINF. INFO. 3" MIN. CLEARANCE V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS ri 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.) ° A -III —III —III —I m ° 17 I-III=III=ll I ' • � 11; ,111 ; 111=„III=„I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIIIIIIIIIIIIIIIIII - o TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK f ELEV. 0'-0" 4 A.F.F. A. 0 �. °... a p Q. a ELEV. -0'-3 1/2" A.F.F. o °`a ° do .° 4 2x4 CANT. �o�' c ... 'Q 'n 0 °a a do ILL d _ .. d g. o 0 ° 1 ° a a a_ ° N GARAGE DEPTH VARIES a d... a4.a GARAGE SLAB AT STEP rB'�� 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 d; 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) 1 Od NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL p z FOOTING MONO SHOWN00 FOR CLARITY ° D ° � 1=1I1=III-1I1=1I1=1I1=1 NOTE: *FOR BEARING WALL D D. g ° ° ' ° I —III —III —III —III —III —II � III=III=III=III =III=III- N I —III —III —III —III —III= I '- W/ UPLIFT ONLY I I I=1 11=1 1=1 11=1 1=1 11=1 I I =1 11=1 11=1 11=1 11=1 -Ti—III-11�-11�—III—i 11=1 11=1 11=1 11=111— -III-1 I I —I 11=1 I I —I 11=1 I I —III —III —III —I 11=1 I I —I 11=1 11=1 11—' ' FRAME WALL TO C.M.U. WALL CONNECTION rD l SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH d c ° n 0 SCALE: 3/4"=V-0" 'v GRADE -(1) #5 REBAR w/ OPT. M. II I I= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r M N a' 11=_11p I OF 1=4" 11= r III1111�111'"�. ` : , IIIIIIII SEEA/S30RJ/S6J III ,I_L1 �1IL11,, Ili�l. 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 1/2" HIGH STRENGTH V7_ (U.N.O.) (OR %" GYP. TYPE "X" GARAGE W/A HABITABLE ROO ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2"MIN. b z a' D a 00 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) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.) - 4'" 111-III —I 1 I 1 I 1=1 1I- -I I 1=1 I =111. -III IIII III=III=III=III III=III I'' (2) #5 CONT.l 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "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"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS C 3 1/2" MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 0;��OT I 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 T ° D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] co .p D • 25" MIN. LAP [30" MIN. LAP] —III=1 —III 6 MIL VAPOR BARRIER -1 I I III R ° ° I =III=III=III=_ I I I=II11 III =1 I I--, #5 REINFORCING BAR R 1 7/8" I III °: I I-1I1=1I1=1 I I —III- � z • III—III—I"="1=' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I III I ° . — . I1=III=III- 95% MODIFIED PROCTOR ASTM ( 1 =III=III—III=III=III=III- D1557) 111 II1� IIII IIII IIII �I I1,;L1—' 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 1 n•_n•, J CONY, BEAD SEALANT ° INTERIOR d. 4n d d. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as c 00 E I I Cl)6 MIL VAPOR =!'a I=1 I=) 1= BARRIER — — _L Z Ii = —III=J. ;III, ITI„�11I, ,II1�, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E d. 6x6W1.4xW1.4 N WWF OR FIBERMESH K S3 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) 1 Od NAILS ,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 3 1/2"(min.) - 4" -III-III =III III=� I —III—I I-11' I I I=1 11=1 11=1 I I III —III 1' (2) #5 CONT. 4)) ,_41,i U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1Od NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W ° J a -III—III—III � a W ' I—III=III I I—� ° • 10" -#,t6 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 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM 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 > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.,,-6 F COMMUNITY SPECS /\O\O\O�!/�O� � I �/\OHO\O\%O\O�O�%✓/ (2) #5 CONT. =1 I LEI I I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II--III—III o III III=III TTT==1Il—r r [11 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAFiItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d — TM 6 . III; N^ co 11= �- ;- CV 1 d m l i I I a _IIII I -----III ;I SEE A/S3/J/S6 _III"'III' III III III"'� I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT, FOOTING STEEL MAT REINFORCING, r ' Cl) 00 g ° ' c�LUI I WI I I °. 1=1 11=1 11=1 11=1' z =D —III—I —III—_III=III—I I' w oo(n� III1111111 • a•.I II=III=III; = za U_ N ' I �=1 =III=III=III=1 I I I I=III=III I I I —I I I—I=WFOOTING -III III —III —III —I 11=1 I I II- 11, ; 111=III=III=111 ,� 1-III-III BEYOND PAD REINFORCEMENT -III—III—I I i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 \/RA MAR 0 23 Virtual Review Assist, Inc. Plans Review completed and approved fdr compliance with the 2020 FOC 7th Edition by Oebra Anne Klahr PX2300 N N O N -` N O LO g .. ¢ _ w F O o x w 0 z > o N o MU N cy)0 B tn M +- V D O w U a m L L O D Oo 2 o < to V w Q� c 000 E CO CL U� W � L C6 0 Uj w��_jCOO��C)LL 0010, Q ¢ V JO D 0<zLLU_2z2UpZ¢¢ 0�'a>ZY❑_ZZEo_W�O� C1 0 0 [L CL C15Z < LLI 2 H F. 2 LLI a 2 ¢ OfQ o oQZW o0 0 �¢LL. 0 Z W 0� U) 0 z F:�MO Q LO U) U) - ti z < W M <00 QU Z�f- LU W JQ (fl d' I I I I I I OC) N 0 N 0 N N N 0 N O N 0 N 0 N f� O r' M — co N O C) 0 of 0 O — N o l I = l z O INW o 0 0 0 I n U N M' ^� � zz vV (/J ¢z O zw -F-+ O W U cO_O UVFn LO 0 z)z5; 0� 0 i� Z a-�a r� Q I— �-a = m=w N O SOU) ■ 0 moo �— C:)U Q ¢zo _j z" z 0-z 00 o- W z z LU LU J mzt LAST PLOT DATE N . . z0 STRUCTURAL 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 FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE WI (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILr7� SCALE: N.T.S. S4 12 \�YP) SEE ELEV. I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD — CRICKET AS REQUIRED i� SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ry.�►Lll�lf�it7►�Hi'���4���i�Llb' STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS • 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / • • . � ' � ' • � � • • MIMI Ill�i■ ■■ICI �1i91 IBII I 99 IN I 11111 lii III ■�lil' IIl�' �IIII tRll NOTES: 0 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. C VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL w O FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. d a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL ` DOOR OPENING DOOR OPENING 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 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET fop IN aARAG E 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. 14 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER ) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( .�—(2) STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OiQ U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. SLI. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 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 /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 . ' 4,9, SPLICE STAGGERED �! —10d @ 8" O/C ATTACH ALL -J EXTERIOR STUDS W/ 4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 f P.T. _ATE SIMPSON C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST :]�' J M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 , — — d a 2X8 P.T. BOTTOM P AT SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U Tg U) 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" ' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. t & NUT C ROOF TRUSS ABOVE F 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP8 FOR 2x8 WALL} SHEATHING SP4 � SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM ..a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (?) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. MAR I Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edith,., by Debra Anne I(lahr PX2300 z. I� { N ' O N N 3g�gg LO O `fie k `` n $ 00 LO r q •w� J f 1 fS'd� €e Z J 2 O p )Y`t` u �� � z a � N oLE N 0 W S. -z 0 o ' M N 2 � } M 5 N V -0-02 2 M o 2 8 0 D .— o LL � a a • tU6 � }< U L.L. Q N /v� `I W L 0 E 0 CO 70 a W �w� w w2 0 Q 0� ,: Wq ZW W 0 W Q Q U WUj �-03: LLUO0'Jo < 0 X W_jWLL LL'0"n 00—¢Q F- I—w zawbw�ozo U (nWaw(nLUV-)WZ OD CCL ~¢QWWOJ YMZWO�O L oZoW U_Q o F-¢w O O zCN O F- U) ti � CM O Q U) CO � 2 (f) z < LLJ U? I-0:00-M Z U LU LU JQ O I I I I I I C)0 N C) N O N N 0 N 0 N 0 N 0 N f­ 'r M CO O 0000 O a) O ? •r- N 0 N LU LU o o® o IUM) I I LO qql N M i i i M� <~ z W VJ Qz C)w z 4_0 4_0W U0 p 0 0 0 Z)z> � w 0 z a�a LL WWLU 0 � N ZOM Ljj i- �- Q�� ■ r T VO, G Q z�0 >_ Z U a-Zl az ■ z H2 U � O o �- [.. W z z z z w Uj04 J s C) LAST PLOT DATE . . z Q STRUCTURAL —A DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLKG 16 O.C. w/ 2 16d NAILS EA. D @ () 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, DETAIL--7 16d NAILS IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL 2x4 #2 SYP BLKG @ 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 BLKG @ 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 0/C. EXTEND AT LEAST 90°6 OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT. ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) - EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d 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 CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD L -0 w/ 10d NAILS @ 6" O.C. 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" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH „„ MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/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 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP "' "' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CD SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ - WOOD TRUSSES 1 1 2' 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d& (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d `7 NAILS @ EA. END N AI 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" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24I (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48"O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYF. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 c-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED r W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL- L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ("8 SECTION. g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" !E RSH SCHEDULE iR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" C/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 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 r7 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. �L C W w0 0 o 0 z o w LU d m - 0 o 0 4 6 w -1 o >� w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 2X4 LEDGER _-SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION / N N O N m - 00 `n o, WC 0 LU z (N N LO W L 'iz"oq u C) M �_'! 6 M °? �It�'' N cli Lo M * V M [ E L t O ❑ Oo B o U�� U_o o ¢ (1)D7W) V L. O E M a W w U wpm �� � _j W¢�zw oLd O QW Q Q�� JZpaM¢U_C-) 00mZZ¢U 1,— O 1--30296zpa Z U) �FQpWQozWZOw�pa ¢pw g�� gwp�v ¢ LL pQ =O 0QQx¢ w O 0 W 4 0 MCD O z 0�0—M °- o > Z C) LU W J 0 J I I I ( I O o N 0 (N 0 N N 0 0 0 0 C)CDO W M O z 0 K(N w o 0 0 C)r ' F > � N M 4 00 U^ Z� vJ ¢Z W O � W V LLJ000 O UV7n LO 0 Z)zj 0�_0 Z a��a Q = w =a Ln mew [V , ct zot W . Q OU gWo Z az z ry . Q U) O"_j o� �m z z z z w W'q1_ J N O LAST PLOT DATE . . z 0 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7116" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING l 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE SOFFIT SHEET CEILING & 8" 0/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER w PLYWOCD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS a = W/ (4) 16d TOENAILS TO TOP PLATE O N 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = U_ Uj 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 S 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE 6.A 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 STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN. ED SOLID W/GROUT L NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT ir a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c E`d. ,... a. ; ' 'd' .a 44 FINISH GRADE 00 M ' I —III —III—III—I _ I 1=11I—I11-1II III — _ 6x6 w1.4xw1.a I I —III —III —III —I I 11 WWF OR FIBERMESH 11 . ° . a ° „ °. _—_— I I 1—I 11-1 11=J 1- _ I I I-1 11-1 I F III —III —III III <. III—III- (3) # 5 REBAR ON 3" CHAIR -I I I ! „1 1, I 1-1 \—STD. 90 `HOOK (SEE DETP.!L) W/Y MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ BAND JOIST _ I r *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T"AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/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) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW 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 SCALE: 3/4"=V-0" — B.U.C. (8) 1Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 W W x 0 zi 15/32" OSB EXPOSUREI \ SHEATHING x PROVIDE —x BLOCKING AS REQUIRED PER D o SECTION X-X IF L NOT FULL HEIGHT SHEET /co C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB F EXPOSUREI SHEATHING w 2 SOLID 2x n C BLOCKING @ ALL 0 C SHEATHING EDGES (SEE OPENING SECTION X- -11 av C x E w x E � LU 2x STUDS w BEYOND. SEE PLAN o O W "--2x4 P.T. BASE 2. RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM XAIni I rl r11nT1nk1 nlnnnnKA 3/8" "S" = NAIL 3/8" SPACING S 3/4"1/2"/;: S 1/2" „ I 7� S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X (6) 1/4" x 2 1/4" TITEN MASONRY WALL C SCREWS TO MANSONRY WALL PER STRAP Tom/ WOOD TO MASONRY �01"bv CONNECTION W/ MSTAM36 KT L SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 6 2x CRIPPLES @ JVV 16" O.C. W/ (2) 12d TOENAILS T/B RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 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 5/8"DIA. x 10" "J" BOLT W/ 8" FITS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. __\ F 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °•° : a I ITI I IITI 1= SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE — III, , 111:111 l l l 11-111-11 IL1 11 l l:8: (3) #5 CONT. ON 3" 8" V-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". H Z ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 2 © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL 0 0 g U LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. F cn 0H m LL ¢ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z Nw O O~ MEMBER IF GABLE END r _ (nn NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 `�4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. TBOT. PLATE oXTFiQFLOOR TRUSS/ FiLi�. YP.. RI=Ann SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. >W x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d a e: M -1JEEI I JEEII_I I 11 I I I I I Iad I 1— d A 111111 (3) # 5 REBAR ON 3" CHAIRI 4„ 1 _8I I— W/3" MIN. CLEARANCE ALTERNATE FOOTING 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' (3) (3) (2) (3) 1 (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) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 �i, FINISH GRADE @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. =1' o z i :- V S6 MAR 0 4 2023 — Virtual Review Assist, Inc. J% Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N N U') 00 LO a ._ t 2 _- O >W 2s� z Q ^N` N LO 0 _W L.lz M � ,yyn� 4 T ? M ri m N V -07C)� M .L 2 O ` O o O u- P ° Q i•Ud_TZ . N ■ L1J i _N W i Q E CL a W Ur V D uj Uj W O F- LU LU F-Q M �a�z0 Z 0U_ Q QoX JW0��U)LL O QZ O O F- _j ()U,dWOWWWOE�a,�J Q Q aO Z _1 LL L<OwHa-mzwzo200Q 0a o 0 oazq a LL O CN Z W 0� >Q7O z 0 1.-:ACM D QCn 0- U) 2 U) - z Ifs < Lij aI ..M n- 00 zv� W0 W J 0 I I I I I I I I I O N N 0 C4 o000 N N M CO C) 00 C)O rn O - N O I I z O N' w o 0 CD 0 I I' r/ i N vi d' 00 Z v, a Z C)ZW -6_j O W U 000 LU rJVFn �. 0 =)z 5; OF-0 Z iYa � � a = m=W F- �� N OfLn O Zo= W~� QLLz 0 z�0 U az ry z �z U Q p _o m z z z w W J qt 0 LAST PLOT GATE O z 0 STRUCTURAL DETAILS - MONO 1/4" MAX 2'-0" SOLID BLKG. AT'I"OP BTWN. ARCH BLKG. & BUCK —� I DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1/2" DRYWALL 1x4P.T. TO PRODUCT DOOR JAMB REFER*2X8 "DRYWALL TO PRODUCT TO PRODUCT APPROVAL FOR CONN.1x4 APPROVAL FOR CON1X4 APPROVAL FOR CONN. 1x43-1/4" LONG X 3/16"0 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2FURRING INTOSTAGGERED @ 16" TAPCON @ 16" O.C. &TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M. 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" 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" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0` 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. X\,, BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 7 SCRIBE (NOTCH) N POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB J� 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" TiiK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED '---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-,NAILS VERT. BRACES WHEN HGT. OF -- BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX' $ #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT +5^ FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -'::";j;�; �: —SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL : :..`::'; REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER. 6'-0" I F.F. p' D D I I—III=1 1=1 11-1 11=1 I Ir ° 1=1 I I I 1=1 I I' MI r= I I 1=1T_I=_III- ' D D 11 M 11=1 I II 1—I I 1=1 11= D 111—I I I —I' GRADED�111„�II- ° M D z N � •D ° D (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 iR YP.) FHE :S I IAIArif=TADI C IAIQTAI I TInKI FILLED CELL INSTALLATION SCALE: N.T.S. S LF ARi-H F`L.AI I AND PPE ENG TIRLSS CE&G 4 - 24 SUB F,ASC:IA ALUM DRIP EDGE E %,n_ L PE -4- - ALUM FASCIA PIER PLAN I _ 1-3; T�11%111 PAINTEDI F CHANNEL, -F - "S �#ci �' 511" EAE DIA tv -E, 0 01 FASTENED PER I - NOTF PF" en`i I I L_, _r NTVEPJ"EC'li e�R S LICu R 3FFET CON 2�.! NAILED TI? � _ BLOCKING =Elam NA LED TO TOP ?LY CKIN 3 w; "7d NAIL} ,W{ L) E RY 4JTi' € Ma rv_ EL'ILaER T0''ERJFY;PC A E a )FF7 MATERIAL SPAN CAPACITIES BASIED ,-,I T i_ CI-aSi N PRE :! ARE W, SPEC _IED FQR GONIPONENTE• AND Q-4DE)ING4 LASTED IN THE CRITERd A, r-IN HIEET N, 2 R S .FF.'T A`TT HIVIE ,AT t�`€�`LL (PER -01 PHA A ? `iri ENd FL# 1r-F F'5 F' F CHANNELACTEN T 11L 1"r, T I ulAalL .LIyaT E{E,A .� E" Ca ._. Ah, . C' rat'uN ICI,°IFmEDIrtEE a%w` 0D try" I': A 3r' 3 � <1 I R1 . I T,�T,�ES s� �'4 EM1AX. � .I -. IN O"?�1wEC "D PATT R,N SUR FA:-,,. A 'W It, ,ak ;V4 V'1 i4' CRCAi'v'N STAFI � F,kF"_RCICOYF STRUCTURAL SOFFIT V 0I A E 3a ,u Ido (,u'} F 3t LL'I(f1EL 1 :1 E',C FITS ",d'ITH _111PAN's rE _ 09.23 Myn 21 1 -4" INSTALL MID SPAN FILOCkft3 PER THHF '1•, 1�FFlT FL PA ENST`41LLATIC%N CRITERI 'REFER TO THE PRODUCT APPROVAL FOR IiN TALLAn Nl 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. xOV�RygN TO TRUSS TOP CHORD + + COTN PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. R 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 SC:AI P. A/d CGS Qur:I=T Il) AKIr1 H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND 6" O.CAILED W/ 8d EDGES AND 12" OMONFIIELDD� O.C.,0TTOM PLATE W/ 8d @ 4 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO f'y FILL 1st 4 COURSES SOLID W/GROUT a. FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' a� ' '• OVERHAN A�� .. ,t ° ' . 4.. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-011 SCALE: N.T.S. INISH FLOQR ° ° 10D #5 BAR ° D D D p D ° CENTERED W/ g IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN I •°. ° D? ° AND SECTION DETAILS —I CLEAN FILL I ° DIRT z STANDARD o 0 90` HOOK N #5 BAR IN FILLED CELL s 0 9® 9 �®- F, '® B F STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" AR ® 4 1013 #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual Review Assist, Inc' and a pproved #5x6' EMBEDDED INTO Plans Review completed to with the 2020 FU 7th Edition EXISTING FOOTING P r compliance by 0e( Pt #5Algh1&Q�0 FILLED CELL 7 DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY :.:.. SAW CUT L4- A SECTION LJ EXISTING FOOTING 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N O N 04 N vx LO o LO txl i Z w 6- O z 0 W L CD0 0M� 6 �M0 5 N V -0 �rnrn 4)i t MO � . p VJ O m Q W V nl W 00 �r L ^ N o 4 W W C7 W Dui viL. wLU pm �Q 0 Iral-z0r <( 0 z H P QOi J<2< c��M:)zt2oOmzj�L) 0 a cnwwILL �Q }� j<< Lu 0zIzO2000Of - LL Ow �H,_ �YD�Q Q OW o oQQ LL Q O' F- w 0 Z W 0F_ D CO Q C/) (Y) � lq f—ryCLM 0�CL2T- Z 0 ~ WZ� W O I I I I I I I I O o N 0 N 0 N N C) 0 0 0 CIJ C)W 0 a 0 O � N C)� I I ' z O NLu o o o I I I uo) C',M V . 00 ZZ V, Qz C)zw `� 0 W LU00 �0) 0 Z o�Lj a�a w = w Ln (D~~O m=w r*4 Z o = W <�Z) ■ 0 Q 0 zxo 0 0 az� Z �z F Q U O � z z ILU W� n 0 LAST PLOT DATE N O ■ ■ z O STRUCTURAL DETAILS - RETRO FIT _ -mom Thu �T—r� rl �dlt -F 11.E -. -- _F__ I - 1--- f_ ,_—I AF— ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). JIIVIr JWll IVIJ 11 41 m , 1 V) 1 VV 1Y/'�1LV FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: F = 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. PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED - --- SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS s, 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP (SIMPSON MTS12 w/ FRAMING (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED � NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x3 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS7 OR DRYWALL SPACING B H 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" = V-0" GN 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" E SECTION VIEW SCALE:' = 1'-0" 3/4 PLYW ON DECk `2x8 SYF AND Ni FRAMIN 2x4 DRAF' STOP 2x4 BLOCH U SCALE: 1" = T-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISEr AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/-1" X 2 -1' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = V-0" 0 1 /AI M l.fUINO I MUlx 11UIN Ur. I /'-XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES MAR 0 2023 STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO\/RA kRING WALL BELOW Virtual Review Assist, Inc. Plans Review completed and approved 'WALL JOINT for compliance with the 2020 FBC 7th Edition YWALL TO by Debra Anne Klahr PX2300 /ER JOISTS) u 2) SIMPSON M (14)10dx1' SECTION VIEW "H" SCALE: 1" = 1'-0" N O N P N Pf ..- 00 f S "c. n} yry M B �§gyp++ ¢ Z W FL� 2 O W Z N ' i > W `O 0 U C) M N N co ? } f ' M Vi -0 -0- cam) AVA'' W 00 2 o CUD_ 0 �� m Q U .0 �� 4t •nV) U W QN C W L 0o �CO 0 a C7 W L w W H W J W 0 I- � J W Z � ¢ Z OfZ) 0¢W¢w00oJ0 Q Q U Z,i 0- o¢ZwZ�-j0 << Z) E- a W IL w w 0 Z O W 0 0 m z z U) O Z ¢�¢°LU<FnZLUZ 220 Q LL. 00Of 0 n 0QZ�¢ ¢ O ¢ U- F- LL O 0 Z Lij O1-- 1 co 0 z Q co Ltd C/) U- It Cn ti LO a- M 00 Z V Uj W LLI J 0 0 J C0 I I I I I I I I I I I 0 0 o 0 0 CD O 00 rn O N I ' Z O � o 0 0 o I I I ' n UD N 0 ZZ Q C)W +� O w U 000 CVU) -� O OWE Z 0aofa Q �..� 1 = W = m Li (D H 2 N O Zo= Ljj . p zoo 0 Q U az� z L Z O"J a W z Q Z Z W WST 0 O C) LAST PLOT DATE z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 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 4As7'-4494"i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-0B 8F20.OB 8F24-OB 8F28-OB BF32.08 78.1B 8F12.1B 81`16.2 8F2C-1B 8F24-1B 8F28.113 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 1 7547 8974 1 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1O11 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 IT-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR L NR NR NR NR129 250 1 450 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 4Cftxr CR4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26.OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22.1B 8RF26.1B 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 1 5048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 3129 4150 5891 41 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C"7_*R4" SAFELOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 753 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^W1'4C4IR4" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 EINF. 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 4AST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F16-1T 8F20-1T 8F24.1T 8F28.1T 8F32.1T 8F8-2T 8F12-2T 8F16.2T 8F20-2T SF24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 1 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 127 23 1021 1634 12 210211 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 12212 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 936 14 1151 15 1366 15 1582 15 470 543 _ILL 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 13 1052 13 230 364 609 897 14 W75412 1801 14 17' 4" (208") PRESTRESSED 187 255 404 12 520 12 12 872 12192 303 500 7328 14 1470 1419'-4" (232") PRESTRESSED 162 222 34711 44611 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 1 508 1 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 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 4CAiT-4CR4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPF_ LENGTH 8RF6.1T 8RF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30.1T 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 (54") PRECAST 4'-6" 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1 1135 1 1514 1 1893 1 2272 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 r�- `n ° > D > D 4 ° ✓ °'o °o °cDDC cc° c Ccc 8F16n16/1T 8RF14n-1 B/OT 8F8-1 B �// ° 4 > °D 0- D O °D O . O 8F12-0B/1T D c C Q J 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 Q _ C.M.U. 0 cn x 0 D = cn m u> ° O N wV~w�� a #5REBAR AT W U � =_ BOTTOM MIN. (1) a �¢oaxz REQ'D Q W- J J J z Uj Q w 16 GAUGE POWERS STEEL LO W [,- 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. z= 2Ow Z c c #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. -GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH -F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 15/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CD MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/ 1611 = 1 '-0" N N O N co CIO e u r. Q}fir w Z Q �n/,) O N 0 UJ L C .p o U M N ti co N } iD co U a C Y/ L U M E y� 0 0 O - Q U -s •N w iZN 70 >`. o E � LLI < LLJ OW (n W0 LIJ ~W W�Q x �J�~YzW Woo°o¢° QaXJ° U z oo�) U)WWoaWmZ= �Z OZ0-W J W = Q �0WZWOQ0�in ZQ �p�QLL OW 0ZXQ UQ 0 I-QW O O Z N OW i (n O C)��MO J L0 W IL I` z lq F -Wll,M < Z U W W J O O I I I I I I I I I I I 1 OO NO N f� O N •- O N M ON N M N � Q) O N N O Z C) 0 0 0 0 l l ' O wN > o 0 N 0 M 0 'q o I I ' CO C i ZZ COV QZ O Zw �--+ +� W v o z z w00 LoO ^O i1 t- = Z 5; OI._0 Z naa a T�I .Ir Q w m I-LU (� N � O �Oz: Li . Q O ZWO O U wof LL Z z U J p 0- _o W z W Z W LU J r O O " LAST PLOT DATE • December 1, 2022 Z O J STRUCTURAL DETAILS A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#51 1 (I)#5L(2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 514" 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" 5-2'. PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'4" 1 10'-0" PRECAST (2) No. 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No, 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand HE 256 256 188 262 2 No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand HE 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 203 203 155 215 2 No. N.R. (2) 7116 strand HE 24'-0" 22'-8" PRESTRESSED (2) No.3 164 164 124 179 (2) No.5 N.R. N.R: NOT RECOMMENDED .1. .�N DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL QAVITY [8xl 6-P-1 L/1 U] [ NOMINAL WIDTH I L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)05U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL 'H' & V DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No, 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 714" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (21 No, 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST 2 O No, 3 2 No. 5 4 1439 1439 1075 1439 1214" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED 2 1 1 No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 1T-4" 16'-0" PRESTRESSED 2 (1 No. 3 (2) 7116 strand + 993 993 6U0 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 l2) 7/16 strand HE 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 () No.3 (2) No 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P -PLAIN LINTEL/ L' QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 I LOWER LINTELCAVTTY 8x16-P-1 L 1 NOMINALWIDTHJ j LQUANTITY O115 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF' DETAIL'DE' &'DF DETAIL'DG' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" -2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" - N-4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 6 4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" & 4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 1 903 �^•••,N� .�•, ^^tea: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL QUANTITY OF #5 BAR AT S-SOLD LINTEL � LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL W IDTHJ j L QUANTITY OF #5 BAR AT 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(1)#5L (0)#5L (1)#5U (1)#5L (1)#5U (l)#SL (2)#5U (1)#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-b" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4,5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 IN 4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-O" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 IZ-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'4" l l'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7/16 strand HE 1207 1207 605 938 2) No. 4 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand HE 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 607 607 317 601 (2 No. 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 524 524 277 526 2 No.S 22'-0" 20' 8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2) No. 5 (2) 7/16 strand HE 24'-0" 22'-8" PRESTRESSED 2 O No.3 (2) No. 5 399 399 217 412 ;.. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -i 1 LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)05U (0)#5L (1)#5U (1)#5L (2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0' 214" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" &4' PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-D" 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'-8" PRECAST (2) No.3 2 No.S 189 5 1 9 85 14 0 1 1 9 85 12'-6" 1 l'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No, 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand HE 1948 1948 1093 1591 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1774 1774 996 1494 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED 2 o. () N3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 850 850 471 923 2 No.S (2) 7/16 and + strand 24'-0" 22'-8" PRESTRESSED (2) No. 3 str 5 (2) 740 740 393 772 •;'41: •�•�.. •(•may: DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH L 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 REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 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 (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc OR WELDED) FOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" �o W,o M � M co MIN. 7 5/8 MII TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL DETAIL'O' &'P' 'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 101300 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 .4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 114' 10'-0" PRECAST (2) No.3 f9i No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST C 2 No. I) 2 No. 24 36 4 2 36 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 134' 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand HE 2413 2413 1338 1974 2 No, 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2) No. 17'-4" 16'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No. 9'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 :t TYPE DESIGNATION '�,�.•� •',�i,�i �•��� P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT 3,�� ,; i,�� S-SOLID LINTEL LOWER LINTEL CAVITY .■� [8xl6-P-1 L/1 U] NO WIDTH QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINT EL CAVffY DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 6 4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DI DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTE r QUANTITY OF#S BAR AT S - SOLID LINTEL � I LOWER LINTEL CAVITY [8x1 NOMINAL WIDTH+ Ij I6-P-1L/1U] •QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH - CLEAR SPAN DOOR SIZE L� INTEL TYPE LINTEL STEEL TOP WIRE/ BAR - LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0). L I SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L- #5 1 U 1 L SOLID #5 (2) U (I) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 100DO 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE- (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 6 4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 8'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 f, �ti�:;' :Y :... ... :.. DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/IU] %imij LMAW 101 UNIT '2551' - 1ST FLOOR PLAN 1 /891 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL 'DB'&'DC' DETAIL'DD' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4' 8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 4b9 489 261 393 _LF - U R• DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8TTx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTEEL70P WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) L L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-D" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 183 2844 •; ^. , `;.�•1. DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION �[8x16-P-IL/1i ] L�J rM �Wff E� TYPE DESIGNATION P - PLAIN LINTEL/ -7 QUANTITY OF #5 BAR AT S - SOLID LINTEL I r LOWER LINTEL CAVITY [8xl L/1IU] I6-P-1 NOMINAL WIDTH J NOMINAL HEIGHT `QUANTITY OF 15 BAR UPPER LINTEL CAVITY MAR 0 it 20 Virtual Review Assist, Inc. PlansReview completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Kiahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-01, 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1l'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O N .,� # LID CID�, ' 3® z WMe s®' O 4�:Y.r W z Q i � _W 0 o O c M ` / t� N co V -0 0 Co m } Oo 2 o 0 Lio O Q a •N JC U U Q N nn,, 7W L cO E 000 N LIJ WILL LL ow WOE- H-¢of -j XQ~zW D- U-�� of xtnVO OQU COO o-izuLsz20Et CQOzOOOmz�� JJ OZnW0 WW 12 WWn ZWlxD�WQ O Q z ¢ o wU) ig OW YQQ O O ¢ ¢ Ix QLL U- Q O L- C:) O Z W r0 =J M O Q � M � G vl Ln M Q 00 ZVI-' WW J O O O O r N 04 04 O O O O 04 OO 11 O` O M O M 04 N O C) O L L ' z O W N Li a � N �� CM 4 � Lsb i i pp VU <Z QW O ++-+� W U W 0 0 " LO 0 Z) z 5; ow- z owo H a -a = ,L ^e L / mFW S H N 0 zon Q�� ■ 0 zx0 U Ir CL z z z Z 0L) 0 W z z LUO C LAST PLOT DATE Z O STRUCTRUAL '= DETAIL A I G%Agee) INI�, 'Z, "a"Add, oolod�l do, Z rVC Lp ol Ora, t:ur rj ftlij e Hurrion'ta sup'nip onod", '10"a 1,�l al, It 1� 1� Fpr7rIt closs Support liq Nil: r s dd, Vi 1JU D.L� t lu W Loft Ura(*el (I b (s�wcc o T �4 �vetf-rioling -1mru ftLjclk��cl s, �I�k Biark C'.'rod" suppl)rt It jo A tC Urm gnri To3 d _'unle= �s i �ro­ Z�o �­011a' t ti_w­no� 1wt 111 R=zdtt-4 Seal 0 rei-it &-"A E -Fentr vArlie"r Haricot [Xiairtmorr of Boruness & ProfeLosomal RegulaWn fNe � s, Bulking C*-&s anz Standarda Qjl&rK Preduct Approval AppCeWfiev D�talt INU PAIII PA�t_T1ttqt_drd[ 0%. 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Glazad Mnb-0 Ep-r. SidoWas (I tMMjrl�_-Lqkj�-q, Xy ts, Cr,,o%,G Florida Depanniftol pfliidsirtcnn� 9 lxtopos§on�al Rogu�sdttm Ilia, 1 0 1 BuIldhIrg rodoe and' 85[tarcIdni-do I11n2s21 Noed,Ddl Approval Applicadold DeW W I MHW loodr, an Diane iW1 oat., saun. pum Mrr�� took, I'd 5-Lonrudi YAhlaklLft. Y#Ldw *IXONPA PBC urylvAl AM�04`4 ton "r- zPaN `aT in� 11,1 nnrkt, )"n"i rni;T� done ,�elr` rle'!Pi D IIJI xt`;1n a � t1I n I I 1"t r"I'Do I n2loorZe, C st"goe. F.-'s 0 Ina n! 5 ��150 Zd`_-4� �­ o o' e f�lt - N"I ".7W ne� I QtNlo A1111110-10 Ameare'l for V4e Attanored xar,Wr rtnaftar Pon 12auzi aftfistals mccials L, 5s70 �Ls­ N1,0U, "glp,,r�t� _02i Y­ Poo August 10, 2022 V 11111TAO - , N � 0 : =k MK� IL 11wroy.91TIDT1107 1,o As required by Florida Statute 553.842) and Flonda Administ WN ,P- Code 9B-72- please de the inform at -ion and alzlDrovw ni ner bets 0" tile lk-0d�ng c om ponents hsted below if they W�,�[l be uti-lized on tlie construction o oiject for %odhich you are applying for a - I r9j INUMM. fj jg��'Manufacturer Prodiuc-t Diesciription �i C�J�ff Timji� ------- -- - Test �Prei res M=E M!i*FT EXTERJORDOOn 'A. SWINGING -W KIN Fiber-CIass�c arid Sir coth-Star NON41irlIPAC Tj F`bef,_Class�c and Sir octli-Star 1,11iii! PAC"D Fiber-ClassIc and Sirooth-Star (IllEiiPACT) 7 nQ f ps [.67,0 osf +67�01 +67.01-67.0 psf_ t8aw-80,0 psf Windows and Doors +40-01�4O�O psf P G_T_ IsIeiies 5 01 NOA 21-0205,03 Pella Corporation FL2646 Wayne -!Dalton �Series 800018-100181200 #110 (BXT' des 8000/8,100/8'.12''1100 tl,123 t 6X7' +30-0133�5 psf . Wayne -Dalton Isenes 800af8lociioqI�uu it (16V) ......... D. METALLOUVEREDDRS CurriesDiNlIllsionofAADG, Inc -7A 7 1607,707.7727. ..'and 847; SIngle & Pairs of Door- 3 IRISH NIA (see inst sht")NIMM"00072 2. WINDOWS SINGLE HUNG MI Winclows, and Doors +bIL1,01-60.0-ps Pella Corporation iSedeis IrQ(20 WPM Pella Corporation 'B. HORIZONTAL SLIDER EiMl Windows and Doors Sedeils 188 Ll on Pella Corpora"' Sehes 10,201 :,Pella Coi—poratio" Series 10 Slldirl�q'Wlndow Windows and Doors low= jj� looll Pella Corporation �!I�rzriips 11)"70, Pella Corporation 10 Series Flange F'ixed MI Windows and..Doot*s PGT 3. PANIELWALL 'James Hardie BufldIng Prod. _�311==Mrnw 01 M11 3R. 11110 10MINITIP. L 1319 2.1 - Fi 1319 2. 2 1B. SOFFITS 1--l'olld and VenT Vi 1 S OR -30 , 111 �Y'il 'F L! 5272 A - F L 15272 2 ,Alpha Aluminum, Inc, ai i rid Vented Alurninum Somt Lei lug 'A. 1B. ASPHALT SHINGLES UNDERLAYMENTS 'Tamko (fdr Shingle Roof "I Plyglass USA, Inc. (for 71 e Roof) I!F�EOLYSTICK 151b'Felt Underlayment TU MAX FL1 2328 W"M C. FAS TIENERS D� --M— ROOF VENTILATORS Thompson A,rch, Metal Cornp, __ ___ _=FL16918A -Fl E, ROOFING 7 ES L Florida Metal Products, Inc Lomanco, 1ric Boral 7119 �,DA�4 �)il e nt RV 10 Exallust 'rent F L7849 27' F L7 8:49 +07� -.9 ­97�5 psf -1'3 110 "2025 ... .... ------ F, IVIETAL ROOF _LDrexel "M "IM I tvilietals., Inic, PkIlir, 100N S, DIAC,175S, DliVIC S, DpoIC 150S 00S, Oki C 5),� '171_7849� 1 6 - FL7849�20­ 15. ,E S HU TT'i RS �k STORM PANELS cion Globa' Protect Products Gai ize d Stee-0 Storm PaneNs FLT5 076 1 FI 1507&2 ;All American Shutters & Glass Gakenized Steel Storm Panels 61. A, STRUCTURALi COMPONEINTS.- WOO CONNECTORSI ANCHORS USP Structural Conn, IB, TRUSS PLATES_L_._.. ---------- Buflding Components NIITek Indt gst.hes, Inc. -------- AlPine Truss D''ates .D. MATERIAL -ser Weyerhaeu 4 Cast-Cret�e Corp, IL. Rlm Board', LV L4 P L, LSL I Z) % � , X.� I � "'Irength !­�o icrete Unte's FL6527AI FL6527�5 ...... . . ... .. Co-cr e Products, et Inc,IH'gh _J Strength C lrevre1e LinteIs The products listed below did not demonstrate product approntal: at plan re)Aeiw. I understand that at the time of Inspection of these products, the fol.oAMng inforination must be alvailable to inspector on the jobslte� 1) copy of tnee product approval, 2) A P P Li, CA Nd T S IG PJA T U RE DATE _J._j (D q) Bralding Codes and standards 0oQr;22 > Product Approval Application DoW C) n-P-211AIL "A o 2 DaD M-1. OPUL-Ettm am Lme V�Dll Man a0a, & LicenS Validatcj Py -1�Adw !w D M_ aw FEIC AMmul Aggmved SWU5 % f�&­­ A:K1 P Gzzr,-.Ik P E kya-, j " r E 07r2MQ2() Un", 2J 019M.J20 caudider �7:,ts­ D11- (I<rri owsz�-L PE_-*AQ__- 18 13, 7e, Ji _g�j salaCAragore, - mfoos Eotrtioi ),n-,,r,,Asn.onddoe, �oen--en.G.0t.onatro on complIarep Nvidn*4 f.­.4dalion Flopia, � norin �� M Vdr*�daro Licerood F�nndA pnornisono LtDinato 0 Rk,j$I4r _0 pornavot Dow rqh2�a C--WWeFtt��ct" Da* M EA, CAvtWee W.W. ftilism-a 2=9-- LL_ 77. 0 In T M. ,l P do s,_, pW, t,, 4� t.q �qonjinqd doaltoo" � &qwa:ji�vx�-&,, ro� Ottaeoe 1 Comprere, Ecde HaegIves, Sstipa orse, sej ions Y-r E XLr,orZi ')x" Q) er"T'It Cn do"! , 01 pead W_ on 8ate, 4 a 11 vr�a -T F., br� T, s as t, a �1 a saos" -Soj, kkarnal� Nra*Z, 1, 1quor oprKpa ID31QIJIZ� Yon icl Y's rVA romporwto EdA, F�Eengdes si.ng-D-, 1 d or 5 Th— W­ co"pi'-so 'A P _L4 6 W, e i , � � OX at ­4amrwiesdl I-ixer'Llesess: sn'd tpdcavr-srat ww'Ito aa[K32D �rr I 4o�o Y*, los YVA rUk C,ovniranrut rnh -I& gef,iolrngtassDaora�,,ax, tr XK, 71 OANO T In Frnrm��nj FraN_CMAxir� �md 5rm01rh,rrbw El-knol av__-,, &q--_.tWnpvLt&,aee �d_-q 1771�1 IoMl:� iov Y_ 'L% Z_--1,xev1-Eoge Fi 1-vt, �orrpe� over =Wnonn 9 ."1 8�­at�srhtr N�mtd ""� 9 84L.� anrjo�Lono: Z-1r�:-_ 12ew;� _Yft roo 'o- Too �-anpo Ir, FA3, FE Wmurss� 5--ba, Dess -tta df Sovddre, or, r C))LNfj 10 j 7logamn7ru Nbe,CLeascard Sdoah-1--dia Y or, Yes ",as IVA f r, 0 to P 0 W e E i rg a F " q; I a es z o � E, Is F n X�.Ofiowsn­ M2 Y-� irea _11� n9A �d. Den,, Wuh -a- le."n" R2 1. Tlwiro-lru Fibw-Cla%sc and Sravvit,-Swy 1�11­_I EAW-lioD t�j&zed 12M)20212 'Ito ove N)A a' hotht Eogiv T nbegql� Doobk� Do Cr, 'wn Of Wth(tLlt Siarofies CA)o-' �w&gur-E-00 rhP­Tr,- r,aar-Clh- Nor6i"IMa-3-- � &atxtCirrq, w, Yes, Vss Nras; AJAL G 0 m r..fi. E o� s 1,: 6a Pq 1 - --A no � Qxs�, -M �4 I Ierotti J te r, lj­�V.�L onl ��dn�URmr Co ReEdg FL1A,4I!�E-_n.Doer,,As, Siidokl�_ A,­tVCul�ng z ­a�� no SP-_IF,5tVr rqq�I_l &4*e� &­-,_rnP�QpVk V_ -W., 1 'Mk rell t2 YQ� Y�* WA V_ compadie Ed�,. rasorqlan_ %.-- k, Don? Qn, ('rirtwtrvo'A_�eg� d""r DX nr fjY�j M i otMO ye�� Y_ U�vt-! ounNuatirid 7 T1n­­,n4 rn oitja,-rI­­ an't �d`7117th-SIJEF ro,,,,,.I j­�__ao__- i2nil Y.. LU com,,o&m r Ill r a. 11 v 711 dor L [_j[deen I �-, p Cipev= 12 r5 I = Z2 YP& V ia no ��"nndj atetr Noixrlml Ulorgib ",ownrowe Ewr fio­y!� &�ole D�- wrlh KO. 0Y, - DXG ,vnxv,Taa0n-)i 3, TirnqjT.n Tint i-ilnt I�Jxn�a,, rtorwnalolt,-�b i Mss:z ye� ye� N. P--A Edle �Iet'3! a- Doobla E� ver 7, 1 ,oh, rnntr Sk-ia� IP't-r',1,1410-W14song� XY, P, CIUO 2zi I Trtarr:,�,,TTL, F,Ine i I.Aarac afA S4 m,,* I1 Smi Dwanint, n $ Q1322 Ye5 ye� on, `4A Ir�.n4virltr En�e F[Iraa[vIa, v trd�srvts f I,, Fildo Claat�trndranol)01 "LLP Notn',sl 1 Dot Vt. 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EbrqI- Dpable Doo, wh - 11, , , "Apbsut Sid-AifrIS, t4nx*�qVr_%W_g, )31 � 'OxKa malfIgWabod�j Depertmilo(Busirrestri e Professlorral Regrabon Flao 1, " 2 % f -0- / - - \ Product Approval Appficatiou Detaff Virtual Review Assist, inc. 77plans eview c mpleted ant ap Corral: We 4" P" ance with the 2020 roved Trot Fl pi-a2514 0 euMni DMA1®ra0*101 1Nmgo-Qr,,oI innnn .1., 07 a o .11, s zo, al grarlyr,13m.ak AlWal Art 11rhyM eouhda _,ErWit 42-W-11 VINUM SEPIEs 41o's-11 ItAiNum tt6D o9c, lorllnXI�A 111 114, NA SEPI;;o 4�o tumitti- Z= SERIES X1,), NX I?.`DrQooj nq Ne t I,I'AI SM 11 ?M Rorirod= ,,DaLM,t, il,431,loet 14& 01&q.d �,rffiaq.ct: n1s, Ins s, SE RIB9 Q(I A1 o M INU M SGD RC U'Jr:l,',, F:.'FD OX I mltovot Inn, "Y on N''IN S BERIES n 2 1, PA uskhurr SW 91". 1 P C, RCE0 X--o r XX WoO `x1Yo5&q'J0I: r MM 42kl At J MIN(i ?A WD PIE 111lin 0� 9 t_hl) AKX 12;1�fP024 Nb ro, NO, 1428m.t.0seqnsl FWda Cioparwora Of Strnness & Pro-_V0,10i 1pogula-jw auddIng CZ)dE- a - 0041 11 Product Appioval Applicatfor, Detatl 2122 Yn"Enen ilsd9agural I�Aq Y11110*0 Allimm MAPPETA MOVITI kam RvAgjon �,­ -, . I n I.- oll w, ir sil, �Ithn F ttultM ).*ey P. Arner." P F IW12f,2024 OAWAN fo=lnXj 1 Vt 6,1110YJ Appeyoxl 990.0P, C a nonn- �wa Orr)� n10 alot d5-rj7'r (AZA)821-52rint D402MY E,jen� Isent an,vi­ FWhadi F,41o. 9.=�t 4- ora > P I N e 'I n n 0 IMMAMaLftolkolIr 46" _"jL%oLk%"dtPff_2r Nam �Ubikiwz, Mato,'Irda. crmaet Ddaflqndul Wataroal do 9" lohVU _(XIAdEr h-VKA Us" KRAINNEd Dow pes 3 $aXAVa I "?(A) 41105 M., +-Ah 1 &W-N Uait boon atrntq I VD Am,'Kbb�m on I oe�-Y� on, 110 tof"lle i " 2W #11 123 iFMM, NlaxA4JU 144iltUr Max inerret Ovding I It i 'Col AnftbL- In Lop r, Mty"Isa S-dorn 'ror DO 07,-'13 SO �3� 164,7-- 0 al, 2 -.EW-s dtaxnrren, 'e, ya� IT, to R F iArkia Departiment of Business 9 Prolle-esslanal Ppgulatnon reont t v 1 0 Building Codo& 2rr_' SM-nmbrdm, L_ ProductAlo prdval AppiRcartlon DOW 0- 04=1414 cri jkag ve4alwi dadd�� ctxrxr� "o' I a LU" ��at T DELI, INA KIM" Mol-mv D"� R."d F F�C 01�w Max, Apar� aw­ -am Idn"'Jon �oetr -Lornt&[I�1a.,0AAAJno ro T�,,H Rnld�y , _11�YEEVIOP P, I - jsfraFa�,,o 17jDKVW I no 1111101IQ -m-,ol cerl 'P!W- mvno�4 IN i- Vatj� DiE3UMIN Roo-121 a< (21- iout ­r &47 tongo ei�o ,I Flusb.t�Pxe_l ana ­-wengvens rstj� a lZel'ofton Ins., Ye� Dox`3 IdImmito doncr 0 Florida DepattraL rt of Bowe- A Profesmunial RegularrorI Butuft'; Codi'm a r)d alanftrds 1-,-. 1 or 2 A— Poodurt AppircrItal Applicsillou Detail 1= yllf3iwd dIaMdalatunt, Qm2 A I gx,dw vallindidd] Tly loteno FIK Asamol Autnumnal H%ica, 21,119 PAI 11MPdtW,, -d E`_= Elsto 010fina A�_2 i Ah T � oti. 1 A�­ 41 Mm Mo!0MV 1WT(DO km�ad Cal ­pm AI.Mws 7170 3� " vOnI 'IssIncedy-­ T SHEE i NO� crwaHroser Method'. c",atffrn IDIV umnil r Parld alorba, An RM 11adia.1dravartrus prf-&Arl Eeveltoov to Frw� Shilim Hu%e I AdaLtover �fsdt droult �owti yri anare Wvmanl No lorratai preovol �o� A I Gb_� PA Inu I I .it I I (1) t � (D I i = Florida Department of Business S, I'dialressional RegOation Page il 0 9 Flaindc L�'Hirtmont of Gusine!,o; S larcfettsio,,A Reqowt�w , 11�g - '� 1 I i Fl�"'rd�� E'kFqFeFrnnr,a� oteu%ro�'s N P.,crit"Slonal Reoutaticirs PrV I It I Florida Dope rtetar� of HurangIiii & Protriesierial Ractialiticil faire I a 2 U) - �;' _f_j U ( (1) C) Building Codes and Standards I �': 5 Lti, 22 Bull dirito COo-9Z and Star.Sairds ftj I-,, A Bulking Codes and Standards I 151M I _ Sulking Codes and standards I&=1 > _0 = =3 � 0 (1) 3 -0 product Approval Application Didall Product Approval Application Detail ProductA japroval Application Detail latioduct Approval Application Detail a__ L = (3) 0- C) — i - I -1 . � 1 I UAM14? 0 q) C_ %_ 22-de WIN 21 = = QAte F_9129W 2A a414-1w 1 fiLlitiligtitil I 1 O'BON*Patt I � .;:: � I 1 1 1 : I � : = M -TD a- . 7 milip version Manghlialwit, Q':q Warl Enritirear A, Lirdirde valldabhl By IdbrNiftil Bridling III FBQ Aporgi Ac2iouni Motu r.& MunnOw CB6 W, 1, 111_1141�111L& 2" Rau pm-' �--_o A& �111:k 1A.-ruet- E_,'Itx.qr of� LknI Owe F� 42Lnfi Pro. C440 T"I'm inoriii- warriturgoul., 1"Ity 111 !;it" ligo�� 4 Liiae�­ Y*-Vaiii 201 pri" Itak "Poi orli yraligaud a-bruFftled F go Agarraiy,g agaa . - a a) R-w., 21120 T,.r­-T,. C.tp-&­ SI,-,. J-Pe- Ly,4., F Sti­,,di P E R),an J King P 1: I CZ,7,'.102 I 09PI lu`2_121 IUIS�W'21 I V1 51-0211 kpp,.,.d nFAt Yid-Bli;L1 , Col'.1 , vHinhud 1rirti"clarbd l3VL1B1&_-1 �­11 Apolla'aal eita%',I. "Y - vsrstap � Caw - PaiMna. a LrLwi VA*11.d Une Vaittial. su"Maw F8C A­-O Allona sta" a) ti.i,;, ) (j (n Category ateric, �­ f8MI W,76218 "C-d"1400 �',413) 7@7 e-1&_5 AMrrF'w,i,e ?02'10 PCTI,��- J­ R­k V-4 D.de SCCO �Er kq­c�d. 12-CC, - VA! . I �,i5'.��' �";�1;22:1 . - i i i. � Q-1 _1" I pl�i ,,,,.I rr'�­ 7020 V! IN- - ,,, d C'nor, - a � A�M­ A1rC'i,W-jW -In K ljll�h. 1� ,1��'d -Sq�nli _'.. i�ln�" 151�nn_ la. $120-10 Swo-ed Re , - 20iHF Ul Wnd- -d D,_ ueaory:lfflnd� - .ur. gerr Arnere- -1-1 R_ K Jh_' PE I� -- 3M --,7 M.rub.t.- A-ation 717)_ I I Mr_" ilr72=23 i Mai-_ 70 Aiarnncx,ea 11 ft:� SubC,ategory: S.�rg. E,eercir Door A�Iblres 5y��'�­_c4fii Grd.grirf. Ak'�'a tii4j)4A6-0jC,5 �W'115 25W 1 'w�4'etarF Aln-10" I � I 1 1 i, M �' �30 I_­�"'­'A­�_ -1 7: 31 r�lna audicadoge'r. R­j �� .3300 -S454 C�arniili on ce Marilee E ��Iuetrdr Report free, a nt Suticrttirariils�e Hong )',n,,:trnIn4P0'o'aoi_F Sninoax"onei nonowzI,'%der t,,tre,7,0,,nj,d - t-rill.111. Ifinifi.d. '-.tihi Mt& z-,Sran;,,r0nnr,d._ Q) -0 U -0 ltbf,lil, RegniTined Ani a, a I cenatLri [�,,dri `f,!4a�51,.-,M,W Ertgjq�'-T C-pil-lildhod: C.10.0- I,Ie� � Lht,q 1"M '�" v�P'll�-�-4.1'.0d�c,�,ttT�"'-�c I&,% 'Ligfi'l ­�wlg 0 -0 Ili.# 2ALA2 BVvlr!Boi � F LK r�Fa I'l till F1 .IL� P old S11111i Eutardia = C — -= (3) F dgl-az pradvok Q,uiiity Ailli,opla ka�-�et lef ti!'. Ii,wrgyrit , Fn U1, a:F2ff!c D-IrILL I CWAVAMS�t - _ _4vF4.1.qj44j,'jt A2M'B.j I'S V hual 2tAM kmA ' filloW. triumaSK Mm QuAlty A -,a- Aoarr,�Lflfirrla­ Aciord"d for Urd, Irin-t Damon In 0 L_ = 0 0- - ?�: Itta 9 fitwdiuct Model, Number 0, Name OtiallityAssunince AtiorayedforLisae P--m-7, Description contract Expiration Da in MV1,17 AiwadveledliorUse outswe HVIIZ Impact Rmistan! Dieriloy Pressure §1" Z plZig" MOM, "Waitua,gLHAM i Large ��e "Pae) emlimuXAWIZIM Q�AILALQ�- W�l na';;,, Hi-g N%",P- 17'10.W25 JIL.I f. 9A9*_11101`_' le� ftgzail '­ pj_',wr� r­ _5�4 P,22u.3 Wggal, oqjri pr U­.. I Leymi Ritagitaii Contrast Fentudim Ole - �_ .Irjz Qdw!92 ffi�m liqw,'" Plgl= Ill: I 185 PIN ft2wl kuallbm 9911111611MILOWILAia �' -2 I..A.tad S., ouwgt &9=1 allairg '?, = U_ - I . Tht-Tm Fib, Ci.­ and Smootfi-:,w Nciw'�.at LI039 8 &qw Nor, 'riaxAsq,not. 01P,rIq�c I "ro 1 r2ollt? No 'r'ea I`* ri'r� .1145500 I I HS 1 W7 �n -dFl.,- -­ 73,e�-z ,-t.1,1 C­ i wrrA N, Y_ "k, - - ", x WISL`102�1 4- w -e)W = .2 M 4-­J il";_ 0 cu �,urn�xerta Edge Fl,,ur&�, SurgIe Dm � M 0 > 1: 6 TIMITIA T,u Pljo,,Cias3naind SITICA11-841 ln"'�r']PW�rfd necrifrillnrel�) Irl,j,�16&#30.6 dqtxA�N�rr�lrnpaotil,iiuoi, -�v�,que I Mt 02022 No Yea ".a NLA - �;rimpo,oro Edge P,bieglaeri Sirigir, rioor .,th .U) L_ Sidefili 0XID U) W " N (irs.no?Outt;v�urg �X0, OX or 0- oarriliq-hu-) (Mn C) M 3 c Thar ,i-TrU l' bar U1114410 Q11-'rn,501ri-Sta I N-1-1 6&;a;3V,'.8 &qL,ot,pjo,�iqm,t&q.,t:,-,r"q.a Qmce_2 NO yee No WL !E I+- M 0 Fb-,�ql.i;& Cidinirposde Edge Double Door With � 1-ii- s:- co "'th.vt $d4rn on';.40wril'Anir, XXIA OYAO -C-1 . ---,A,' CO!IfM�rlillin%) 4 d Tih�,,�.T.FiV��C;[,�,�rani��'ffpy,Xh,SP.,r Nomr., � F`11,041 0 lizirliat, Non. I ii-iiiinUicnot `74;nuque l"!K1112132"? No yes "Or, FVA _�_ r ,%onnnsda, Edge Fiberglass Single Di I._1S1D�tswrrrq' X-119U'Atk-e) 1 5 & ThG�_rlu FOGI-El�i:. and Sntiix� Star Nomlni�l 7&9W,3 &qW Norl-Impall&quot; Lloque 1ZT7[V2U,2 NO )' �- N13 VA � ,�rrcpo�ddi Edge Fitbierqla�. Single F,00r me, I ZiokrIW,s,) �irr&,,,ngirOwtsong X0 OY w OXO I �rw,fiawradorrF� F", i Tvierroi���-rrij'Rbar�C,l�.is,e�l,�; a1d:%rnnt:t1h-�l,a litiMili P;a��ll�l�rl,lq,�;:Illllo�,�,��r�l�-]�q:�A.',Ll�kl�,11,:)I:, Or"10�110 1 IlTi Zci:� 2 rJ4 I i T'ji) [i Florldt;, Deparlmorit of BuSirless & Frio11r*F'k­lt R", Lilialon P;i::r, '' r I Models CXq par"im cri Suldres', 9 Prole2slonall Fiegaiation T'.)� I V I Florida Cieparruni of BusAess & Professional Requkaltkii li,q, � 's I Cwli edge Flbrtdrain:s�ngle Doot Buildinlit cachiai arld Strrnd�-I:n Wi.�rl BLA:kn-j Cocar's and Stanclards 11aiiF21 RuldirtgOodes ardStandards Iri= tina,mi-wouwWwrig XocillIgurauripi - � g� The-Tru Fib.-CQSAPJ� a,,J $nFoi;th-8ber N.-al 0#39,0 &qwQtN�'n-wVA5q'lQt: '-'Ver-a 1 Zw 1-2022. No Y_ rk? %FA Cornp.srba Edge Fibero- Sing 1. Doo, ii Product Appravai Appil"Win Detail Prodmt Approval Application Detail Product Approve! Applicatim Detail -ed'ellie(SI (I irrs'"?Clute.ai XG, ox or. � 1?L0 : I I I -11 rnc%P'jratu,1n); Q I IF Thareru-1ru ��i�:�mC�a--��.�d�,,,i��t��-�,'- �-l�,"riW�9030:0&,A..tt,�'�ii,l.pacA&qLpt-<Dpaq.e ��1�1?211JIUI j'4' Yn NO N­ a - il"41i"Mideir I I - nilxbhu: -_ I . � I � I I � I I I . I I I I I � I I i I I- I'll, : ,� I I .711 I r I � , � I ---- �,dnlaae.ft Edge, Fibarglaas D6ubI6 Door vAth at ,Jj�,.Utp�dO[ites(in-,�m.2/o,tv,��ng�,V,.'I,Oroyxo QL&- 91111ital 2" 2allo EAILLIWN.119 2211 Q& &XI&-m JQd1_ Zig f2da.2w9wa 292 I - cm . I I . � I I I lauuz 11 I � I I �� �' I I I I ­ I 21111, _D� R RALEMM 20 4 �n'qrurabtanaji lala V-,w Alarld.rerournr cwIld iOeIji FI Lgielilq y"flidayd EN Velditlied Subinnift"d Nilic A,woruvai A,irrv,will Zo& Z= yii'�j Awif_­- s2al,ilct gFigirg", & 1.12aill i4aiwed ex 1-til-w-d Rulligludg! FK MPME 62,goy 2" 2M yr1jr- ifilaurfamw on'" liagglineor 9 Lmtaij yalum valldobi'd Wankid FE Alitarrogar An.=d StAm o L I'liweFir-I'm Filow-SIPeaw arte ti�-,olrn-aair­ 14-inual "00:6 0.011anr,l .pant4q-t Gla� 11SIr"J211 NO y ei, No. mIA Aft"Atian W7, PG T 1, 6, sinag. .1enii P-I*t ".�0.11 MID- CER ela-D,ida ii�ccl -'04 11KIal2ilZri I i Ji"IM-M, 11,11111"XI "'. r,-d t1l, - -21121 V1 IN,- I'd Daell III, ant otMiio' W, R I-*. PC S­ U Lbi ?� Fil i apti:2� I V-2.0Q] !dAVZfr2- 12FT 5M20 App--d -ininnete. 2D20 PG-r rudo*nuet J­ R-ila W.,rd-Diniiii ECC0- CgR W­Mde RXICID - VAL 11.415121DI-0 lirk5r202) I 1A Ir."o) Aw�_j ::-� p � -,A E d g 0 F i W-gis.-s S; , g le Door ".q.rir laind-, (94 1) "b'ol 00 U8R�, ­. �-z5a.! rat.qH'T, VVt,4­. i Tj 7� 365-3-3,Yl PE_J5__4 4 r7'-."' I, i��. cSteroq, yiiln�_ V41)40i (7 a o :; t - =mela oride,,Ingrout�#V. X oorligiarahDri) Subcal.wry: V'­ jrb;oaioQDqjnoj@a1e& c Sut,rtalerii Vull-, bsrfrrrwc,ri*d.�' sutical.garri: bloame, ir�dapgwduriweac 10 j, Trwn.Tru Fiber-Classicand Srnordn_Sra, Wont" 89-932iB &qLotKc,n_jrnpaciaqLct Gja2E,d 12r_i M= Conrounile FrIge Finerglass Sing e [�)ao, vil�h NO yes ilia WrA c-Fil.- Mainline: Cedrk'Vtn,,, Man, , Llw'g On Cial,p1lar,C4 Mi L-11:11i'divi Sewall ltldn� it F,nuj� `Zn�,,A A,,h!t,H ­ ii-pHl il.rd,, r-pli ­ traribeet- 'Intill-IJan M.W, a, Ualang Pe' Seel toldi 11 r15o4Vn;1?rut'v'RnM )I`1 i of .0 kCp LaJaWlELFAI'm I , 1d--,,,ie,,ol F, jo,­ t"'BUrpralitI vjriffluriirjonq�i 1 1 k ThEni rrp 'Bei-Ciamir, a ri d Srrirjot�,tirvr Niarninal 8,&#�O:b aquottlor-Impa;t8quor Glazed I L"', I d::Cr�- No Y e,5 NO T11A 010illy Aaw .K. Annn.yajUartloa AHrL,gyW Irl, LK,o I"lunnal 0-un L&ILLUIAL1211WILAX ammIL&UU�� aommmdjm-ttl.-. &IxUQMd1:-�V:i tagual 22:fgm Z Oornrioeim Edge ", ergk� Double O� mth a, 922.A_ pirookail vqdrk K'.*Ie; or FlAurne Pr-do;A cleir'Tipb- cont'ati Dpi'dil-n Doe ie HIM7 041ide HV Rei4awdl pr-, AMR N=w - Rim EL*= 0MVIDIJOIn cc9umengrIA)MRap In livirz 2A90-�M-K 52951M EEtmr4 ­0).jI Sdelili--as (tdeMrV0uxts­ng AX or 0"_0 i P&M-0 il--ir. Mi..ie InnPant, M,,� i Nn&I,ir c4m"2026 Y_ T_ L­ It. � 9501 ne ��M­aloal Algant,,ag! Eg, Uj, EQUO29-fa-vii Rialto I = =W� - 1, Wil a- Alumnurn Wmlho,ia MM2026 Y� Y." Y" NA i:erilijuradoes) 1.14;1.4 W radii Nuiting pA tIALibl �Xgaij. N--,IQOQ Cwb� !xukgUaa9AI ift. �ye lauWall W4 liggliati Prasaii. 12 L Therri F[bpr-Q�&cand Piiroh-Sta: Nornhal 7Ui 6quotNon�1ripact8q,act, Glazed 12,fol QC21 I, k, )(I14 no WA 2 V�Ieiil NVIII-1 Iii 2MI "� Y. yt,, lU# C­ip�aiiae Edge MbarFiran, 5,ngie Dw, A'u_q'2-&3wts;wirV_ X "WoBrabon) 1:5 L .. -n-Tin, Fiber Ci­­d Se-0-SU, I'lar-al 7&x3r1:0 aq-1,314-hripaidsquo, -Lued 1 till-i � �'_ G� ptsrin; E d g G FJ bei i �- 1, I nt. D­ �.- sidelga(ji) 0-rotc-m-eng: y , OX oc Qxr- NO Y_ M. NIA ion i Q -I a) 1� . -- tneeft-Trit `t,,,e,C;a-. atid Srnoaath�Sba, N-ol a&R39;O 8q-o1HkI*n=, nripacI G!aiiarl 12131!�= 11,10 Yes r1j. WA Z Edge I'lloatteass Sing to Door - : ZC-pottor mrig�otie;'WN: X ranvtguiriarroll) 1 15 ri Tlienn-Tnu F�jb0r-C'Iia­_c -id Smoolli-Starr Norwift�l Ftoi AquivirNw-tirripierl4quot: o-d V1111"C72 NO yo� NO N."A crwnrwir'n, Edge Fiblentilim"'S'Slid 0 Elect "th Sidel,te�ci Fl rtsoirq�- dwanng� XG CX or� 0XI �agurzrdans) Flaulds Department of Busir.iotin: & Professional Regulation P"' I cf t I FloIrida Department Y &=iness & fararessionai RequSition Fiete 2 af 2 Florida Depicament of Busaam.s & Proliessloral Rogulation Noei .-. is p Tbe�,.Tn, F,bor-Cha-c- and Srnootri NiArinal 5"32c &q;;oV,N�'mpad&qucC Glax-aral 12�1311QQr� C,cenomilai Edge Fibergitad,'s Ooubla Oda o6th or NO yes No N,A Building Codris arid Standaur& '.­­ Buiciqg Cofiris Lind standards 11"iW= B61drig Code!5 add SitandafcI3 iffirv.1 v4r­;oix sdelft� (1r,itmW0.1�ei XX ar 0Y,'(0 ixer",gurataill ProdUCtApproVal Application Dnrad 111---l- P�odu,a"pporova�,kpp�lic-fo-OnE)IetalI Fairoducl Approval Application, DetAtIl LU - 1 f 0 Tral,,re-Tri,, F,iber,Cgdgzit:x1d 611001th-�U " (t, "�'u B" 'iO3qi3 e`lj1110"LrlL_rT'l 'r'Ut'1`ili'K+' DF'LHF'r, r."'I I 1120Q�: . I,lo Yes �io' TWA .. __ ­_­.1 - PIA I �zl Z.?_' - - I . 1, � _" I ';i"'POMW Edge Flbo'riai Sinsio 000, wth Tta,�mfitisyAr4iOut�wr�g,,LVXmntjgwatj�i� ELEILP221 . - FUNI0,1244t2i); - - - I . . - �__ - __ __ '. is � Tirerffi,) Tin gibe'.,"la-and '�'_+ sta, Nomnaal F'--_#S0.A &q--rtat,r,­rnwA4I"K1C 1_1;:,Ni,� 12P,41l'2)rj,-_ N. Yes NO NIA �� UtIly Vid-. 1�91 Jp___.��Iig Dow I 11� Erld', Date Fee diiia Did. - - Qft Enifib, - - I C�Fris,re Edq. Rta,,-,�- 3,,glc D= -th ladalde,'�) -d! T­­� (i-rigIi3.t-aq GF<0, ZX21 V-- 1221L.Paj­ E-in-A-1- Vasiblaed Lty waniluteo zi9bL_V99 'M_ !g2ni�' ' ftggg_� - Aa., I lyidt k2m.Qu ranU&I I-Lactijai _1414.120 BY �M__ _0&_� e, hin ivZi�AQJUIXAL AUJIMAId SI TIP. V"N WeriatlKluter CSIff"a 5.01neer 6 Uggrar* �1411111___' by 211 12LI claw-weiggio Debt VAI"ad a�bmtm NQC�iulateil*_ Apornearl MIAW rFl1DX o,CV0X0 config.roldons) R�'in­ 11FtN jzrnlq� F,i'd� ii'�Itduiv P�-'aino M C-had Delos Y.Ard"� Ti," �ahn �;_Lhaw P C. I I io �M:-- � � ��'%"' li�W'Wl J,n'iltn� -'�' i ""i- "� _" '�"'� 1,7, WiIrl, TIM-p-, Lyl,don� S'�lnl`�J'F_ -',,n J Kileu - �_ 0_'I'�rl l;_.111 �21`12 ,I 02p��(Ui VVIliL71921 AW-d ftm� 2()2q GAP M=W &ran fai Niornot. ��� V Kn­1,Hnh, PC 1)59�6171)�I� )i Imnol ili 12flurtu,10 Acrx"ved is ri, ThtTi-i-Tru Fbix-C Ass,, .1nd �itlX'Dfr, �'RuT l,b-),-r-TGU39;8&qW T,Jd,,-!,Vaoti Se,tq,& $42in F',,");iZ ,11"� 11''W" llli� N"n, clwqoiy� 'In"', �Vrl �NFI 10-101,50 FE-11 Vh"':.' , *,,--'i �-' 1,11ir r" !_� �: I � I W: P., �' L I W ') I 1 � ,53015'�:7 216TI PP �W_- 71.15; M, G­ caulgi '.rAr'q (400� 763-30f PEL -19166 P,,,', 7?2 ZuzA I- C-porinte Edge Fibe rg Isei L-inge Duorr ,Ath $41TOArdr te� F�11��Il ��i,',,j �dli�l�;��L�i'l��!:I�lp�,e�b-�tlF i ad�c A ril-jr,. &70iks A­T'P­n(",a1-,1Kk� rri­ fluk,cid.wry: �'O.k Sfnrrg� ff""veneiraT.Iiiin, I --i �I n.runW0L-L-_'.it �'Irr, ryX , OX0 cvnplrarr�.Iflafli 11�lilul,l­ Regorl kw I . -1 C-pll-.M.lh.,I! El.h_-ali- R�I,W. Ir.- I corripwariatmell if,nii.mlo, Reptar r'­ mi Contunuouts Hotel or,- Sim corri1gunualts;r Ploddii Reg,ilared - li�t .r . _­.� `­� F'I�J­��jlr,ui -rdFl.ild. .good. RegittereS-aranne'l . a ti-d riodd. 20 t IF)- Tru Fiber Ctaw anrl S,math-Star N.rne,ar U1139"O &qui:a.,K­!dnrFe*1adlu6t clwirrue I -2n_ 111-1022 No Yet No WA rr�.(­­. L'g­ i '�_Ffrna­ �jjitir' 'M� Era- , Cc­.�_ FritieFibiargloati-E,ingeDocii : tartalto(s) 0 nswingrOutaietntl X0 OX . = rUM1uj2dWaFaguatA tLwa�__V �r" "W" EISHMM-R2,08bagiam . � jjj­,eiw,iK-adandS)2Iia:lr,ldju.Iborrri) 1 - 11 U ThternA Inn Flhw-C,v�io. ariel Far,oV, F�oaf Nemieol 6310'�,!reri &q.okt1�n-;wpe4Bqi.wLrT-, IS aLed I VS I F_1qi No Ye6 No NIA AUJ'xil"lledgrial. 5FAB'Veallo-W-9, Arraldridd g,l, _Mfilw Nuda Q�194�.! Ql'_"xbArte:iaK' LML�l.iv �r AuliLlrarld .W��Lg&s iI PtAwl 2"AltrAuff2urt AgamaLfgI, 6U.LwUgrM-A liaga'j ilkinar Civnixti Edge Filbarqlalat 3nile �]Fnr v,rr $alro fid-liLKI MIM _?_W[V iL'LYdg1rK INdligid-P-01iff-loti.-I �.FrrlTid� DrIdAlrit, N42 in H&HA llAatlk�qnl FIBili 11, 9.%ipr e S, _qlf nLiF�M.TL'B!kBu� 'I UL.-.)-' 2­--Lo_i� '�.2'A B� _ff Itt�tLt'htBd il l�112?11 tivalgd�±!21 ..041*10 __ P-,. __ §19A Iargsllej .d41,W.lb,d.rN�alg Eazuk omriidl�n 2ta3L,el QM_rgiiA. 2uldA In Ev"K 929IISM! plms!u &.CwtFil�&��,l�ll'�a4�,l�h'��VOLE�-,�,grp4 xr,'' Fri'll, lir'r,l`0 , I C-TA-li Iard &dli q ' ft-nnart Me .-I $1,KM"'tr13 Vm Y., Il W1 NlF, - ii iHNv:1Uqu,n liotli � , , IfenEa W1nI`uxl,, SHM "T"'I'L12.1 Nil ,iL,,, l"a VV� I CAF Asphrill Pw,dn,;HFlm F.-]$-.-O-�3A.b.l-,�W�U,5,i�b�.,t 12M6,207. ran Y­ WA NIA QMttflur)US Hillaul arid FN�il c0niilaraia(irri -1 l4ardi,01tink F.p sli'g ib­rraw �.p .k!'� 1frl'nrt'- y . Y_ N;4 'k,LA .r I &quet'.l.- Tnlp.ol '5uff" ve, �; - E, A ­Y' w6i I :�'� ` ,20 2 3 1 . '.� 14. lu� b--.$w -Praii �h.gle. 22 � T ri, rnHe T to F k,, -0 ­- � An d �� - I ev S- Noini-I "939; D &q.�_Nqri-irriaiotltq�t Grenuril Uil�iy= No Yo5 No WA k &quina � -.in.r,',nI.Q-5ea4�dt", S.'Ift I , v4n� or g�'A '­/� _'�* I ,2f� 1!2�21, � T " No WA (ionn-fic Edge Fib�rtlbde;4�inrqc Doer -th . 4 1 =W-1� -1 "" - - - �W �fllr f 2� � r_�� I- �. f- r4n rwl _-rk-W S) � r, S�Ang,'O,,,,_ - r Ar', OX C GX� � -_ I 5 e - �__ --e- - V­ - Sd-d V,t'] SOR f`121�­Zn2 %. ye,i W F�Vk - 1. w -Ferml-TH4 Filblit, CL­�- and Srr,d<t1h-SS;r �;urilmwuh Flead ar,J Set wrilidurationa) Noci ,�,,%#3V:�0,lq.�rt�'�'g,-�.,I:�iK�a�il�j,lt, 0oruilive i 2113 I rl= No �'rr% NO 141A � � I ""o � "" "n"'i""', F"' V­ � Sdij Vityl F,trV. I _�Ilt _JZ 11 I in 'I',,, 14. KrA uorirurFsta Edgiti FiLdnrilkisri fluneii, owth Varrod ` � F Ju d-, W, Z4 (I ri Vei in giq� vtz�' Nyet X.a' YYY, or XXXxi. � - _tnwnxtws) I . 2-1 X Th,,,­,.-Ti,� Fib�i`,j,A�W­j,;­-A_1;i., NoMaia! 6"30.0 &,qoo' ,Norr-t.Wriliquot, CoatFie 125 1 J` �Im No ','a, t a', NA -------------- I, -enpoete Edge P �Ibe n; k­ op., P. nale void, Venbeol 1 Sdulra<s) lIn%wnV0ub;%-.* XX XXX or, X'0D0( coefg-han.� 2� y T tonlrie'll F r ii F k,er .T.' ,F2 � o � AM irricrill IN,- Fiba F ���,�"it6a#39;�1,11,11�kit��-,�-!,qm�,t&c�iiot� eirtel 1'i�illi ��ri "In q, T�4 A � C� M � a�rjter Edge Fiberl 6in 000, no nae; wt In Ve etarl 1� a Sal' I r -_" 5 t 1, I n S u, I e VL ltcv� Will, X X X X X o; ) = X . - Florida Depildn'llirt Of BUSIneSS 8 PrOfeSSICS30 RLqUii , P F, , " I Frondir Dirpotitmairn of Business & --rofigssend Reguillition Peo I if r Flonda Department of Brusatess & Professional Regi,lidlor Pap t a i ­"R I I � 'Inw-airk, Filbw�Clg�-,_-and 3nFooth,Sila- ocefit,irowng) i . N­� BUM: El Nw,rit,lul-In- .,ciedI9qLvot, Ifillaged Qnir= No y .'�. NO NIA Building codosandSlandarns i�_ Building Co�des a,),- ,standards - 11&2all Bulldng Codeis arid Standards $V-ZD-i composite Edge Fibe rg UniFt Door Pq nets; vArn Vented � Sloativ,,k) 11 n ItlAingtO.N.1V XX -.01-A orr XkXA, P r ocl o ct A pp roval A plot I c ation 0--tail Product Aporovat Apiplicallian Detail Product! Approval Application Detail ocerig'.'Mion.) 0 its r�erwJ,u F,lnr,--laaw_ mid ��rnovui 9rar Nori OU39:8 kuctflon in-tractKiluort; Glazed 1201l'211122 No Y,es No ��,FA ,--.-. __..____­_11­­_1_ I 1 r,fornpne,ite Edge Fibc rg kerai ifiti; r Dzo,r ,a& W30� 0 fl&=W '' I ?��[nnu_pj I � I I ill!WN& � 11 I I �'� . . - 11 - -_ - : L I � ,'g5e!0&F(%l 0 rlwV1rrW0urr,r,i"r.q I105, OX or OXO - - - I I - I . -1 - - I - I i "Tkqurallars) Sr& ft9l, I-i. PA� 2a.- 11ae, pti'dinit RSu, iStay 1!"Ity�� VA. gy"L U-MIt 11101-179 Pilta, �2!12 EV41N 211 Aft D-nagm Date 26 zb T���-TiuF(ber-CA"sLanob.iimUi-Star NOMIA&16&939,66,qucrNon-iff,pacl&i��tC,l�.d 12T�"f2M No ies No r%,,A T�_ Vitnaurn militurailiva, cantieit En4jare, 4 l.rearaii vidiklact at Vd-fi fitiod go F aC hea -al Agai SIM- �� V-1 M__�I­ � cei`lt ._4 EHS�_Z ,L­n�. Va'WP4!!Ll 110-11 2oh-rad Lr_ft2_1a_14 &0na st.h. 'IN-- ��_ AIM--r-w- ce� giriAL.- A, ti- �it �d.t.d 2&MlM"_ PIRC A mplu___ 9--L- Cornpourte Edge Fiberg late Double Door .0 R�Iai_ X -XI TAMKII Sundli,q Fl.,auCt% LLC AFM "a, p' Crier! Nw-gw Jai,, & W K.r, "" �i,�t , ­_ 'j4;4a'A -­ _7'71 1'71�n - _H Z_C�' "_'5�� "F-4-i IF- _W W t - )) I t' lx�o � � I I 1, crta I 1, '�' , P ae " At r;nr.' C t w 'al T,l�il>,,trnari Z-CeSy it pnev !3w., A k, PE ly,'1111021) C'�1,6'100 41.2M.'rizo 121sri`020 A­�­d R."Vo, 202U Floras Well rftie�da 1.1. Vark.len" jant4e L No., P E4 13-am, l." U4,h PE =7.1�2070 ge'251-V20 V� I Zn 01w a) app'.ad �3 &#U �O Sidel 11 n�ngy,) utswrig. 0?D'O vonfi&ueliqN C'Irreacayl R�-,lleq T417� flin-Eai PE-5flun r VD41772-6224 ! N04% ­wq Fri :,illi 748-51M, PF �Mt �', 17),nle.��', caning": R"Alir Felu) 783-94118 CAUCK �-L.V­rt lll�li3,17.8464 29 go, "freonni tribel-Connd,dwd Srr�,Sta, Nomir"i 8&A$0,0,�pWtNqn-Iml-,p�r���q,�pt C.InIpe TV$111=1 No ye. lad NUA :51 it-Ciftli Unded, In ON 5 '­" �.der,epi-le...- i � ca""�" � P"'a"""', i onjill'Jae"'Hil Il xit'q ­,' $44enlranry: RoeneqA,m,wris dio are en. ar.-reft-el- AD. 31242 11-._Farr�ire lidge Rr."'rrjld,a, sb�ijlv i)r,'i "r h UK% 0 Coirri:Ilainit Welhod L1,11IL101110i Riitnut kl, � 81=Aorwry: ItooIlIQ A1,,e,-1,1fl,iei tern! 61� an � nni-Ta Pwwtit Reolingalivienru Srrrkdika(s� ll�iwmnB01rw".,r )w, (�� or, QXC Picini R.g-.d,o&4Aa,I - Lle.nlaolitl�. ,,ii,w�, P*.,�,rn,r rtxa,,it,,�VSd,, cater,gainc. meh.6; e-h-ti- a.part fr- A "W!, Plr,ra,,t�­J Engin- COMPIt-ri? 1110,F)d; Evaluation ;4*rran b w. � PI.4. 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BTH greater ban 3­916" p 0 2 AP -Al Ais"� APAi APVA21 AF`hli AFIVAB Out door Aocenl Arilgl�-; '-PAST12 CMERT14. CNISTC18 Colified Stress I series hangers Face -mount hangtor; eveUlable in Yvidill ranging from 1-718' to S- 0- - 0 3 AP644 AP3vI APVR56, APB56R, APBW, APMMR, APEAU10, APE31 Ql i kPVll Outdoor Accc ril Post Bases '3 C-S14, CS�i6. CSIS, U820, C522 Cutted Silaos 5/8" and heights ranging from 16' 0 Eiji AF,k'944R AfAll APVi APVB98, APVB8l APIM1010, Al D1 DR 4 CSHP1 8, CSHP20 _%al 13 -M0 G 25-SDS LGU3.25�SOS, LGUa K Face-mourrit hangers C) Z 4 APi APl APEV72-6, APDMR-6, A7rVD.JT2-4, 0kPVDJT2R-4, AP%'D.rl Cl Acoaems D,-ck lorst Ties - CTS218 ComprievsbaTerlsor Strap 14 LU24, I LU28, LIJ210 Face -mount hangers CZ 0 Soo # Product-Modill Number or Marne Product Description APVDJ72R -6 C, USP, 13SP TSP Send, lo Plate be LUC2I LLIC2107 Facemoont hangers Ln I SD10112DBB Outdoor Accents Connectibl, Scliew, 5 APHH46, APHH48R. APHH610 AIHH61OR Outdoor Accepts Heavy Hang er 7 1-1, HlTjA, H2.bA, H3, 15, H7Z, H16, HrIM '1�_:Z Hurrictirre Ties Is LUIS seres hangli Face-maurt hanglara; available in wdVis rangingfrom 1-9/16"to 4- -it,-- 2 SD9112� SM2121 SOI,011,2, SID102122 Stmlng�Drive SO Connertor Screw 13 Al API 6 AP14 AF7.01, APVL4, kPIVI-6. APVT4,,`uP%T 6 0,_ltvboF Accenns I T Bearn4o..1--iihirritri 7i HIGsT 2, Hi 11GT 4 Heavy Girdcr Tipdoyi W" and heights munging"i 10_15i'le' CIO 3 SD91 1 2SS, SM212SS Strong-Drwit SID, Connector SS Scievi, 7 APLI APLH24R. APLfi2si, APLH26R, API APILH21OR Outdoor Acce-tyrs; Light Hangel V H'S 2" 4 Hui ricalas Tie 17 NOV5.1I MGU6.25-SDS. rvl-_11.115_50�51)5, MGM.62-5cS. MGL17.00­SUt;; Face-millourt hangers 'R M 4 fhI".X','F22VA SUK.`�F;Ml 2 SMIZ22614, SIXF22700, 1,DCF'_xghp,6z SC)CF221CI4 b'trorg;.Drv,aSDCP-imber-CF Screw 8 BVLZ S,lck'�fwuri -rdflorConnector 10 HS82-�iDS! 5, hisis 52-2-25DS3 Hravy ,X.,Id Shop 18 ti freses, Face-moursir SIX Fs21134, SlDGF!,L`i SIDCF271938, SOCF272368 9 Cl CIBT47 conreall Bea in Tel I li HS4 716 Ills I si 54ralinirt Strapis ll&" and heigirift ranging frarin 6-1 &16" to 10- 112' 5 SOCIP22434, SJLK;P22512 SE)CP22614, 140CP227K SIXF122,IU, 9U(;P22912, Szong-DrIver SDGP Timbii Screw 10 GJTV� CJT47, '_JTV, CJIl conrealfad Joist Tior 12 HIS115,11TS21,H18211 HTS21, H: I S311, H 1:,KMC Heavy I witsir �,tr sp 1,9 MIAS,26, plu)Sisf Face-innoutint hipristers, 6 SL)CP221100, S��P=21134, SDOM14100 SDHR27400 " SDHR27614. SDHR9,l4(X),SQHR3l6l4 %trong-Drive 51 Combo-Haild Sciew 12 DJT 14 IDS Deck Ilh:,tst Tie Ell ViiollsVip 13 l4 H TS 01 6KTZ HTS0211 Z I Heavy lilivisTrii1rells I Floor 11 s''Ansfioll 20 SILIR SUL 6UNC, �93U[L,'� series hinse's, Slylowd iialse-triourit hang,li airairslIs"o In -virothis Isrolili..ii fisirill I 1118" to" 1@116" arid heights rrsn�,znf fraint 1_11,11 5" hc ISSI41 7 Sl SD625134, SDM�5-2!00, SOS25212, SDS25SOD. SOS25312, SOS25412 Sborigh-Dwe SM Heavy-Oluity Connector sC,.,Vr 13 FC4 FCS rairning 16 USTA9. LSTA12 LSTAI��, J.STAI,-3 LET -All LS1A',14, I.S sfrixm quall Straps Clxroeabd flarl version (31URC -SUI-G) aystialbe for alil doijbie SDS255M 911-S25-tui 14 Filifili Foundalar, Waol Argill 16 _jLl LST149, , 'e, , - cor s P 1 4 t SD pre P s 2X and 4X modill orr ly acute Iffirge us ccricealed, a S(3625112SS� 5D82520068, SOS25212SS, SIDS2530aSS SOS2591218S Strong -Drive S08 i4ilitairy-Duty Connector SS Snrew 19, CAI CA2 'UseeL Ang" l,'i L,TS40 kndging 21 U senes harl Face -mount hangers avoii in wsor-to fa-gurigfronn 1-9,111 9 SDWF:2716, SM-i SDVVF2724, SDWF-2726, SDWF2730 Srong-Duver SOVVIF Floor -to -Floor Scl Is )IL HH H1CA-2,H10S,H14.HrM FI H2.r Hurricane Ties LTS 12' LTS1 6, LTS1 8. 1- ri,�2o L ig list Twill Strap 6'and heights ranging Inbrin 2-518" to 11 - ILI" 17 18 HCJTZ HH4 HH6 t il Co,ceatied Juist Tie Header I-Laingers. litili ri ,I) MST7' io - Gurdw T*down "trail Straps 11`11#10007-RS 19 KBSIZ Kniele-Brace Stanilizer 21 Ill MSTA12 MSTA15 ti MSTA21, M-ST.4241, Wil- rASIA26 PASTA49 SIjaligitt Straps FL#10667-RE 20 1-30,L50,L70.1-90 P'noill 22 P�iST'�_28r N15TC40, FV5TCe6, POSTC76 Straiw,t Straps Sil # Product Model, Number glitir Narnis Produat Desclillptili;tin 21 LCE, Pots; Car 2-, tilsTC48B3, NIS-Il Pre-1 Straps _84i Product Mci Numbler-or. flume Product Der-,criation I Ai Al ATR548 AT. E�4-3,41 Threaded Rods 22 LSW _St5-0, LS7l LS90 Skewsilolis Ansies 2" MS' I' -sr Ili NIST,111, M-11 112 Stiew"'t strap$ 1 IBA set!" hangers Top flange hangers available in Yll narsinig soon I _l to 7- 2 ATI ATUDii -A-1 LiM, All ATUM�3, ATUD1 4,ATUr)14-2 Aluminum Take -Up Devilr:e 23 1 A,�i�sisr 1,ill` st Sta it Str ng e,� Cirr i rl e C� so r 255 M-Sl , 2, MTS! 6, Ivill 8, rMTS20 MTSP4C LITS , 61-SaOC Mi 11 Twslr8t a p 118" and heights ranging from 7-11 Mite 30" 3 BPW8 Z BP112, BP`1?2�3 EIP5,1--2, BlulWlI Bfi BPRTL]Fj,--4 Bearing Plarall 24 LSSJ25IRZ, 1_51,54%2 L'i W28RZ, LS$�121101I La-ST.21ORZ Field Adi ustisiols Jack Hari g014 25 NCA2xIiD12, M(,A202 12, Nr:;Aio�, lfj,NCAa10-16, lu-'AlZI12-16, Bridging 2 IDG6F -�eriss hangers pirsidthsirangingifirovir ��5i`VtcT 4 ClxMilifi ONMi'V2 Couplet pfuls, 25 LSSFZ� �81, I _SSR2 'I r I SAlp 2 57 11 SSR,2 96 LGSR2 I (l �'Z, LSSR41 0 Fink' Alliustable Harger 27 RGM31 2 RiCN&14 Viall furring 116" ard heights fariping fisin 9 1 r4" to 24" 5 CTUD15-5, CTUi C­TVEXI;r� CTULT76, CTUMO,CTUD77, CTUD487, CTUD88, CTUID97 Coul Tiout-Lip Deri 25 LTP4, i T ify Pilsof -'5 RP-5-18, i RPS28 Repair Plate L_,tirilp, 3 Cli raders hangthro Top flitingly hifirlijifirr avadritle in,Lvidthis ranging liters 1 U12" to �s z CTUDRI CTUDW 2' 7 pill IN111247, pill ' 232, I,41_2fiZ fAl. 211217 Angles 21; RSP4 511 1xi Coni tiziliffir tils' arid herg I* vairtg !rig rlom7 -1 lil" to 24" l N3. N4, 145� NO Heavy Hex Mors 2s lisfisl H 8 Rlrof Tre-Qossrn s", SDf SF12 SP4r S'l Sl Still i-slaits -T ic 4 Dol-IF seneis rianglers Top flange hargers evolai invooths ranging Ill 1 -�5irvl' to 3- 7 RTUD3, !?-TLO,_16, RTLAA, RTUD4R RTLJl RTUD5, RTUD7, RTU08 poitcheirl Take Up Device �',q viii, Itri-lec Roof Connector -; - �-; P H 4 1 " so I, o' s Fl F jp Heav� &jd l 5,9" and heiqhts rainging from 9-1,4` In 24" 8 Ti TUD10 7 a ke-U P Dals, ro KI MillLU24i tilarg.11i NIMI ItAMU20-2. MNILU210, WALL11211. NIMLLQ�14, MildLUM1 Face-plowir, illirgers $S� i�r l�iZ"�� SS�i S`lli"t�5 Still 1-_�ib Do 11 L-Giri lizzil i senas haingers Top flange h angers ivar;a0fe In widths rangirig from �5-114" to 1�- 9 TUIN38 Take -UpWasiner 31 IC' R8r, RE pi'w't azurrul " �Aips 53 Tg STT- -�Trlpi ST22, ST`2922 ST_11�)- ST21­ S­211�, S-17521,'�, ST5224, S-0523(-1 5 w Straight Straps 718" and heights rainging from 1 jr, to 32-IrZ' ID URS3 3J8" Ul Pod Run Tieulknnn SyStem 32 PST 3 Rcor Tu,_Do�vr 34 �820 T227, TP-10 '16:36 -FL-4:41, T94F 1i Teoin Ta-so 6 EG2 series hangess Top flange hangers availabia inwrIthis ranging from.3-518" to 7- 11 URS4 1121" Uplift ]l PunTledowin System ll� RTC2222., PTC42; II RX44 Riblln TO C�n,,nnrnl 35 TWB1, C -,NS 12 L 76B 14 Viall Bral 114" and heights ranging from 11,114" to 3 Z' 12 Lii Ssg" Uplift Roe Run Tedmi S�slem M STC SUCT OrC HTC4 -it Is` - w�,r 'jGT.Q, VGTL VariableprIch Girder TmdavvIr G LS series Ir angers Saddle hangers arvaitabili rn ranging from 3-114" to 6-719' 13 Ul 514" Uplift i Flun, Tieidsv%,,f Sirstem 35 T1t(­__z_171 17,1= Trni -_�k .l 37 V%�,BJ313 Mm-1-41C vi'tina lararring and heights ranging from 8-111 to 28"_ 36 Z2,-?4,ZA4 Here, Strfar,&T Clipiii, 8 GLTV series hangers Top flange hangill avaiable intaidthis rani from 3-114" to 7- 116" and heights ranging them I I" hi 37' FL#194411-M FLigil 9 H B seurles hangers Top flange hangers arrallable in iousiths raingirrii frohn 1 -Qii to 7- FLjdi)447�R� 1)2" and heights ranging fiern 8" to 30" §jQj P[QUI Model. Moor or Noting ErPO ihga Fpildifintfilldjef Numberor'Naing, PrOU0 DescrifixtIgn I f) KILS sail lies li�slrigers Saddle revisal f, avarflablis In inolths i ongling It orn 5- Vii" !Is 8-7M' W 1 Cit"7172 Hold clown Product Model. Num beir or Name Produot Description C RIT2 �37:,;S 5, (�',13142 37x7 Corivakrzi harif'ritV and heigirlel ranges frorn'10-101' lo 24" 2 HDICIOlill. HCCI0122 H u Is, � d own I AH,EP ALd [ lollaut, lie Hq: E r i J Co, i i i toilf i ri i Farse-mount IOU, CHII and tolr-fial fILDHI hangers 11 H TLT sel hangers Top litairrigel hargerst airfulable u,sirshis fruinging from 3. No' its 8- S 4 HDOA, HH001 i, HH[ol 14 HOLZ ­4DLJ4 HQU5, HEI HOU 11 H DUII 4 Hokislootir Hold-down 2 z DSC'210 SrjS:li� D'rC_21_.SDS3� OSC51R�SDS3, DSZl-734_-SDS3 G80 Du­,n stnit C'nrr­lvr l'i Goble Rface 00rininifar avoibil in tholths,aingil-lig from 1-9rIfIr'Itin "M" and heAhis fill Irorrt9-1)8" to 23-15116" hGLTV series hangil 718'' and heights r7riging from ?-It' 21" to 37' Top flange hangers in, wiLable invilidths ra i froin 1.3-1 oli" it, 7- 5 HPA28, HPA35 Strapi�sh-le lourin shic-or 4 HCP1 81 HICI hill Hip Plate 1HGU5rZ_1-SZl1.3. HQ�*_50-SDS, HGU5.62-SADS, HGUi HGij-1, 2� Faca-mount harrsiets Iffif' and heights ranging from 14" tc S1," 6 LSTHD8 LSTIIIEM.Rj Strap�style hold,dovim 5 HHRI-2-2. MRC42, HH]i HI-IRCA11 81, HIHI`ll HIFIRC5.25;t3_25 HHRD5 37,r3 12. Heavy tip to Ridge Capnect tors SDS, Hr�JPOl t3 HIT series hangers 7 op flange hangers available in wil rangiN from 2-&16'bD 3- 7 MASA, MASAP Foundation anchor strap HHRCM i p0jS sel harl Farl-e-irnountharlaers aiYallabill eidtlilisninginarforn 1-518"to7- 9f18"and heights rangingfrom 18�'bc 21 8 tAPA132, MPAI-1 Strap-styie purlin anchor 8 HIR01 81, HRM Hip _Rili cermt-mor 313" andreights, ratng;ngfrom 5_F MVI to 12_7iigil, 14 HUSTIF series hangers Top flange jcrst hangers aeaulai in widthis ranging from 3-1li 9 PA 18 � PA23 � Pal P A 1-1 PA51 PA68 Strap-si purlin anchor -1 URU2C, LRU28 LRI LrRU212 RafrerHamer C 1-11-IGUS 25-SDS� HHGUI5 50-SUS PH-31-5 62�&_­_ -HGU-I of -SUS HHGU7 25-SDS� Fa--inrount harhatirs 3-9116'and heights ranging from 5-M` to 11-1/6" ID PAI18, PA123 PAI PAM Strap-stryal pul ancluss 8 LSJi l LSSU210 Lpht J Hinger H H G U 9 00, S D S 15 HUTF HU07F senes hangers Top fl@n5e hangers aytirtable trit widths ranging flown 1-91115- 11 STHD10, STHD10RJ hold-down f) TBLA, TBE6 Truss Beating Enhancer 6 HH1 S-25-2 HHI HHUS210-2, HHt,1546, HHtJS48 HHUS410, HHUS'5 50110 Fac,-mount haniers 112" and heights ranging from 3-7fliff"to 15" Gri rea led flange '12 STH014 STH014RJ Sirgiptyle hoId_L4,,, 10 TC24 - (t- TP28 T russ, �, T h rAL. S7 25110 verskirt JHUCTF) arvallablefor all madels. havingrivildith equal toot 11 THA29, !kA-_-13,THA'18,THA21(�'-),I'HA,�27-2,�iHA413,TW,418,THA(��418, THA422 Asilltioal Truss Hanger FISUR HS"r H'URC, HSJLC; series narrigrus Skinvand ftics-mourilt. hangers availtilse in wdths thorn 3- greater ban 2-9il 6'. THA426 THA4.22-2, THA428-2 IlF"o 5IM"ri toliginbs rwriging from 4-3lo" lo 15 1-11AP "nes hangers Top flange liangerill available In reliciths tangling florn I -9/16"to f- 12 H.4 1 qjjQ1 THAQOE1022, THAl2.1122, ThIll THAM22, lHA131522. THAIA221 Tri Hanger Sipsil for I-Joliss, I cruric-,�akKl Ihirnilpi seislisin 141-ISURC, WSll-ILGI avatlable, to, aM Itfll arldheighta ranging 115.11120" 13 I THALA-1 JHAR,[_^� sls"'wed -'rass HaTsiv: rrrsA,,Ie ',X and 4)( irrissinis onN a a r, ol od frosiss it! rise � orx� ��- I -� 17 1-11491H wilsts hargem, Tois:Nnrlge� harigs"I aviliall.1148i in rlsidthq langinis , 1 hoirn I SM Iots, 7 14 T HJA26. -THI.Al LTHMA Mutisple, Ttoli, llt�llxoris s, "si, I I I J210. VI I U�6 2, Hill HTIUM, 2 lITU25 1-111U, U',irllit-mou"t honfiers 'Ili?'" arldheights tangling frors:5.3lis, il IS TPJrM2-_1M1," THJM2-5-ADS'�r T-Li THY-126l.N! 411,jople Tfugs I larlijrri; t� I IIJ ­11-ill",,iloills; lillngers racto maust hariffets: lilvaillable In villidiffis rsingulgirforn I -sill 6'to 7, -8 ITS soles hangers Trip Ill horgerit avindriblia involifirs l ging froin 1 fi116" to'3- 16 T�_BlFit---24 Trti,6 Soacer-Reitraird. 1!2 and heights nniging from 2-7iZ�'tu 19-114- C,,nnisiil Range firs" arritheights oviging from 9,1 is" to 116' 17 Vl vPA25. VPA�., VPA35, VPA4 V26alue l Coi, necto is vnnncio'.HrJC) avathosjr, for all modeis hsq ingwifith tillual M or .9 JB series hang e(s Top flange hargers available In loAdth of ii-9116"rand heighss IS VTGR lialliefir Tf irr� -i 1!,o greaterthain ranging from 5-518" to 7-14' 'o T`UO�:il 5lfa_SDSr TIUC31 �qllol_SD'Sl i_4U'_0210-^M0,S, HUCQ210-3�Slos 11L'CQ340_ FaCe-ri hi@VCes 20 JaA series hangers Top flange hangers avaiable in uidth of 1­q1l&'and helgNs wiDS, HUC0410-1.0S, HUCN112-Sl HUC05 25P-SOS, UC 5 2 11-SO8, 51 HIXU�12 S13!6 ranging Irorn gAll fill tD 1 S-1 )8" MA R 0 z RWA 2013 V irtual RE pit affs Review 8 ew Assist, Inc far compli C'n ance Pleted and vill a Pproved i le by Debra An 2020 FOC 7th Editio, q Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rW_))20 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated 12/7"M20 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/MO For dirtiot 11mits loilli;$Tappiroyeds listed belvAl, �:L�CK i i cill poll to all ��-T approvitils Wed C� For c1li inks to ail -SST aporo, For additional infornatron niqlanlinij Flaides Statewide Product Apo For isthshoi information regarding Nolid�'s Statewide product fisprclurl Suoern laid rilemi-widt, counry plown, For suctions] infornotrisr tergerding Rol Supewrize i"WLja Alspro"01 Zvsleni and r.11wint-bade Ctwpliy N�l eAccelo-Imll INOA�), For additional intiontriation nul-diorp FlonW5 Stialewide Proll Apirroyal Sysil nd Mant-La& County Notice of Acceptance (NOAr. j�� 21 LB series fie tigers Top flange hangefs sivailarlife nwilth of 1 VIO" and: hili al-b's", `­,6, 5lL 51,11 ii SILILIV2 Us, S'LU'll"Z37, SLB`iri 5&611�.68. SILOV4,'. 14 isp] airgekirst I lifislile!s v SET.'Kio Adhesive Anchoi for concrete ranging from li t� 15-1 V, fIq Eir,3641 fol 13"Xv l E111 iFirif 06 St! SV4 1�2 Sil-El I;!! fP/4 75 SrlLEiV51,,0 6 forcirs-Bolt 2 ll"fTEIZ STG24SS, SITEXI-6SS) Slhorg�12,oft 2Wedge Anchorfar cancriese availablis in carbon 22 L13AZ series harget,ii Top flarge hangers avalial irw4th of 1-9116 and haights §kLM f EgAul EMd &,kDoligntition 12' tilll�T]Tjijr, s' F4, I z I I I'A""a"'i steel aind Types 304 and 3lihs strainiess steed rangil hom g_&11 113-1,11811 1: I-IIHILI9210-3, HHUJs`2I0,4 Joil Hanger Z_i OLLIVI S I'M Si 772 Straps 113 rail f 10 g el 7 Tion 1,-110 9HO-Ii TI-ID-1-1fitill TPD�Hlti THID-Ill 's, III THO-CISSRS) Tirtlin HD Heavy Duty ScrowAnchor foaconcroto and masonry 23 UEl LC05,Ll wais Top flairge harrighim availatole Ili vilitivis ranging from 3-1/Vto 6- 2 HIRS6 HIRS-8, HIRS12 slato TF - 21 5L-111 SPO blu a ;IUL- T let, sovalla0lif leti hex head Incodbors tizil andTifithes 304 end 516 M"and heighths ranging ficirst P" to 33-If2" 3 HUC�0210­2-SDSz HUCO21i HU00310-SIDS julut �artgvr 2,-j S-SP il TSP Stud Plate Ties, ol countlersunknoad ince"constiolland 24 NEG5. MEG7 s�akrwi hangers Top flange harigerps available Ili vildiths ranging front 6-114" to U- 7)8" and heights rarrigirigfrom, Vic, 32-li`Z' 4 5 THGE2 TH(3133, THGBH2, THGBH3 THGEV4 THG021-SDS3, THG03_SC;S4.5, TH001-12-SDS�3, THC.OH3 SDS4 5� THGQH4 SDM joist Hanger Joist Hanger M SM VVC r Rptal`rf -n.354CIp T u F) ij go n a 8 Tfen HO Rod Courpli CrPID371i THIDSM4RC) Type 316 stai istil Titer; HO Threaded Rod Coupler tot concrete 25 NIT perso-- hungrai Topflange hangers available pillvidthsianging from 1-9liV't05- e THOW3-3, THGVV3-4 THQW4-�, THGW4 -4 joiiiit hanger Trusgiiiiiii Con,ecloi V Titan H0 Threarled Rod Hanger (THUB25158RH, TH063715&RH, THU37212RIT Tilen HO Threaded Rod Harigerbor concrete 118" and heights ranging from 9-1 14�'to 24" TH050234RH, THD10212RH) 26 PF, PF8. PFi PFU55 series hangers Top flange hatinal available in mid -On of heights 10 Wedge -All MA) Wedl Anchor for mat--jary ranging frorn3 as-trii FL#111473l FLAo -1904-Rilt 27 28 FIR VIP series irrarquita Ridge letter cannei Top farge hangers availial in YAclths ranging from I -will to slista X el M_d2j, WumWr 2c NMFLne Product Dgwrildl _ _ Si;aX dMo till A 1,10" and rrtnghtms ratriging 32". 1 20 G-ouble Erindebailed Truss Anchor CI-Q0,43 62-SIDSHIDG, r-CQMS 50-60S,I�]W,, CCI 01,43.62-SIDS43, Islartirinty Pier Ca ps 2 3 FT;TR, PGTRHL Fs7PHR H16, Aln� HV41-1, hilhis-2iff -der rionofri' 'll Hurr cane Tilu OCTOM4 512 SCISG CCTQMS 50-SCiSG, 0GCru1NT3.b2-;FlDSG COCON4 62 -SI)SC l51j:3L** AL9.9 I EMIJUS1 MOIL UU0WU1 AT-XP EIROM19 922slil2luga li, I �XP Higni.Sireni illicirlirk: Adhersen Nf roncrele vo insistinly 4 HE T Al " HFTA' 6 HF I'Xltl. HF I A24 H I Ill E,,hriodud Trsn Ar. dri r 2 1. - -1 I I'MY l 152134011, F (;CL()hsI ill 6 ?lG XT � EIZ Ct. ish,[5-50S � K Il Rl"� tZ� I. LO tilf '113, 1 Nu,,--irt tro Y P 10 1, l �ills is; ;l FT �HP F r MP I Ad hini for thruitons. pill, 5 HFIAI 12 HE77AL16 HErAl E,hru_aob T�- Anchm i 150,r3 KT, ECGLRQh1U3,U2G KT, ECC-LRQfvID,4�x-2il_-_ 3 sr"T.S1,121 Sf 1"-XP Hkjh-Statilibi Epi Adh"l tot masonry Sol N 11 Filgiduct IftlIgL NiMlaor o_r Name A,BA44, ABA44R ABA48, ABA46rf ABAM ABAWR Product Dlescripil Adjustable Post Base 6 7 HGAM10, Hiii HHETAi6 HHETA20 HlA_-.FA24,HHIl fillosors,"nsthi C-orriedcoris Hri izvxotdn�dd T run, Aac,ho to i1r�"OTAii,21D Heavy Masonry 1: 1 rini'verls j 5 Strong -Solt 2 fSTB2) Fiferi 2 rTi rsf�i Strong-Billit 2 Wei Anchor for rinalsorry Titen 2 Sai Andhor for Cioncrete (D TFID-Hi Ti All 2 ASU44 AIRU44R, ASU40, ABUNII AI ABU5.6, AlEp-ti ABII ASJl ASUM, Adluistitle Post Base, 8 L3 T2, LGT-M D SO2,5, Li -SDS3 Girder T AciaAr 4 L IM 2' r, 2 L G t j 1, 1111 L G I J 112 13, 4 , I G L � hs 2 8 V_ n I L 1; U M 16, 1, 1 11-11, 12 11), M,,only, Iii Hangers 6 7 Iten HD ITHO.1­14SS, Tten HID Heavy -Out, / ScrawArtcher for otlacrol avabbils, in 3C4 3 ASUBSIR, ABU1011), ABUIDIOR ABU1212, ABU1212R ABW44Z ABtiV44SZ AH.V46,7, ARVY461i ABW66Z, A[3'tMP:,, ALbMil Adjusb1he PO-V Base 9 10 ILTA2 NFril NIIETAil6, META13. META20. META-94 META40 I- r -� J i � ns Arc Eirnproll D 3, 1-GUl,i2lil 4, 1.0-1-flollpi, �GIJVAfk LQJ74i fiBHA3.1219 25, M8HA3 12011 25, I`,,rBHAa_53// 25, MBHA3.5,l MBHA,,,'-16!1 1 fillaocief-Top Furl, Boel Hangers or 316 stainless streeltillith hii head- and 31le sbatirtless islee�viiti countersunk head 11 NST AIMI M,-,TA?,rll WS7CM40, NISTCMi 'Strafp 7P fDi firisi il�nu SCV1 1 8B t48HA3 56,1!4 ol 5&15, MSHA3 Wi 'MBHA5�,50i', is 7 Tillen Turbo (747) Tilton Turbo ScreivArichurfor;,iintatialum masonry 4 5 A04, A04R, ACF4, Aii AC-li ACEO EC�4. SC46, SC-4i i Bil IBC8 BC-52-2/4, BC52-316 Past Cap Post Cap 12 MTSM16, NITSM20, HTSMI 6. HTSM20 Tvi �A 5 Ir a p %) r fA a t,(, n I,,, IVIB H A 5, 5 G 19, 15, 11, U H Al 10111 2 5, M B H A 5,51-11. 1 M, N 13H 115 0� 14, M r-1 I-1$\5 '011, 6 6 CB44, CW, CB48 CMR, CR88 Embedded Column l NISHA5 51);18 7 (�BSQ44-5135Z CBSC�'=50S-Z C5SQOl Ernbefted Column Base I.MHU3.56il 1 25, MBIM,5ii 1 F_'S, AX�HU3.' ,5114, M61i 15116, 25 11111 Rearr Hi�nglli FLVI6l > 8, CC, ECC, SOCU Series Belled rrolumn capsiviah Vf/I ranging from 3-114"tc, 91 and W2 rarging frorr n­"' " *to 7,mV2` ELM JIMM MBiL)61�Cil-025,Nl,'-',HLJ-�-;Ec�""�I MHH[U55C)II M, VfH1,!57isjjs kjF3HU550iIr, §glg P[Q(1Uct Model, 14UM ber Or NaM eroguct Descripilgint CIO 0 9 CCO-Sr"12 5: FCCQ-SDi So riats $nirevved mrusl naps --th vill ranging from ?,-104" to Q-VZ'and liv,22 ranropq from Met-` vtl7-!r2" &-qx r! Mgyz M-i EUM Der or Harthe L-11 1 Z Pmd�li uel_!�Aglkill. ij 13.� �erotoln Ile 1 X3491016-5K, XIS1016,X1le001-"_i XQ1S10I6,XQI610I&4K Striong-DrIve XMtapI,;cR-()rIINrhg�7qppssg Sorewssirili lI(l3 Drill Point a- ,10, CPT447, l7PT967 7117837 Post Tie Bass, 2 Hi HD1q Fl�uil l k4cl 2 XLQ1­14Tll �(LQ11419112i>4-2i( #12­24Ss1rongI-DrI,,eXI 'I'll '12 Els044A, EPL144 LP546, EVIniff! -is4z Er Eirint,ladded Poor Issisir Enrube Pont &rnse 3 4 HIE-L 1i I HID913 PTT4 �MS. nI17n5-0_'4 FS�Aurr i ki 7ennicin -i- §P # gl�_ Proguict Magill, fjvlm�iihror Nests PooductisorscrIplion Isilvews wifthi X Old; Flountorld LaspI Drarnifiner Hili illivoshel I fall 412-24 Strong -II XTiI Merfirnin-Head MrstaiSef-Dil A00"'11111111h, < I LACSs6 ,odeti Einbesped 1-41unin osi 6 U 19, L I T 2:01 B --,n3l S lifl ZOO, SOW 223.'38, S D t1i S8, Si:w%-� lul S 01 V2269-1 SC ilil 6 3;3 o-i'lV2z2,P�11A Sitorti,-DipseELivill EV,lP-PL'V ard 'IRLISS-PLYSapliss 4 XQ114SI224 XaIt4E;V24_-ZK 7,114S1224, XW12S1=4. X01 12B1-_24-Z1K Tapping Screws vilith V5 Drill Pint and 6141haditurt Dametar Hex #12-24 Stforg-Drive XM.oWISeffZn&119, Tapping Screws with #6 at 14 l L-_5Z Light Pinot'Cars Drill Point 15 is NPIll MPRI IVIPMV PP44 ll PS41l PE-65. F125i PlIsment Post Base Emberdo,_-j Post aase FL#1 S7Y."oll 8rillCIISBsin SIDIAIH1940001- %5[Yov�196i �DWH1930MB, SOVOH19i bb­ov9-L)nvr, Sil TI I's Screw Strorig-Dwe SII TiM-2ER-HEXScren, _5 XU34l XU348i0l(li #10-16 Striong-Drive XJ Metal Self-Cirdling, Tapping Screvvits wild; 17 PBS44A, PSS4C2. FBSL36 Embievdeb Fust Base 4 SU.N.0;8i SIDWH727GUYS, SCANIFIZ1100100G. SjWH21l120GC3 spona-i SIMH lirilBER-HEX HOG i 91 Drill Point 18 19 ll PBV10 PC44-16� PC4648 FC-45-16 PC64-16, RG-M-16 EPC44--6. EPC__"l EFC48-18, Round Post Base posst C a Seg # Product Ill Num ber or Name SB1x30 Praduct D-eiscitipti2n �,l A�­haF go' SDVV�,'16212, SLIV,,S16303, SLAAV�1631_2 -s-Art-S! 640) SIDIAS19712, &1�hM-2�.00 SMS225M SMNS222512, SDWS226l Surruro-L)MC, SDr,'VS F RMAII Screw Sirtyng-Drere Sll T;MBER Scew interior 31 0 p SIDWSZ1120D SDVVS-221FX L_ 20 EPC54-16, r-PCIRli PD4Z FC4RZ, P011i PCBRZ, PORZ, PCil III Ell EPOEi EP0_dRZ EFGaZ. Post Cap 2 IT �-xl B16, S_TB20, --STB24, SST826, SSTE34, SSTE31! -z`tS1816L� Si� B20L,,-�STB2,;L Sl S5-,F, Arl�hor tlloz5 S-Vii S5PAS22900, _-ZAAllS2Z1"Q0 S3v 300DB SIDWS22403UH 5LRAi'nr_ 011 SUOVS-2280l SDVVS�tll Sueng-Dtorrs[)VVS TiMBE R Sul-ew tExienor G fade) FL#35321]l &"i LjL SrDW.221 0110DE Soo Product Model. Rom ber or Name Product Description 211 F99444Z PP1344�l Post Pace SIDWS22,3112133BB, GDIA�_:2125121DBB sibuciruird Villsold ss;rew 1 DSSCR43.5 DSSCB4l DSSCB48, I Bypass Framing Filift SLlut CAsenninctof 21,11 PPRZ Ristratift Post F:onit FL#13M-R4 9 � I SDWS27,ii]013S� ��DWS27�5(`l SDVs's:97rif)')H;S HDIsiS2 71silisS.-S, -- i � Plil"llfri 7 fil SSSosriin L orl is S 2 -CB43 _iB45 5. FCII 5 FC84-0 5 FCP411 5 F -5, F(. Fp`HSD34Bl918-5K. FPHS034SI12-4, -f to Connector IlAirass Framing FrKri 3 3 FPHSM45101R, FP"SU3491016, I `X FPMS031*1 211,, HP14SMAR12 4-45 0016and Ortiling, Tapping Sefirvi EL9MILM I Nam Mill C-MI 4. Civil ­16, CSI 4. CS1 6, CS20, CS22 ProltIP1222, 9M Coiled Strall 10 Vii 5, Vi Stnoss, )t is is isiLlsilirii sli!) LL F Ill,) Hit ire Ousdiscir Arsissirlo; H fii� dilead iNary h fir 4 LSIF(72 Z!i, LSFIZ4 25, LSFr. Ir 25, Si 25, SFC4 125, SPC6,25 Steel Framing Connector Lj_j 2 HRF_� HRSF�k PR31 2 F HA6, I FHA112, FHAI 8. FHA24, FHA,10, r,,xST I�ois 1136 �,trap, 97 r-ij (1, 6u) i L54C4 25, 1 SShl 25, SIX32 215� SSCA 215 SSG6�25 MSSC2,25, MSSCA.25 MSSr-6 25, Steel Stud Connectors %W0,10f jal Prod USt ModeL IN U m bar 2r UL3. Me pmduo 222�=soo N_"48 MSTI----!. MS71724 SiMST27, SiNIST37, F-Iful MSSC4.25KVo, TA_%&,CX Z5KW I rJA. FSA Foundation Anchor 2 1 16 "i HTS,ul, HT52B i-I HTS30C He_vy Twh! Straps ELM A - RCKW3, RCKIA6.5, RGKVV7, 5 RCKIrl RCKW6 53 Rigid Knee VV911 Connealor 2 FRPP Fiat Retire" Foundatrion Pharts, 4 1 �rST1,436, LST149, LST17j, `vfSll NISTA12, MSTM5, MSTA18, kk,;.TA'?I, MSTA14 z7aaris 43 rini: (1'85 ;i _S3534i 7 S-_B43 5, SCS45 5, SCS47 5, Sri 5, SC&4111 5. MSCP,45 5 MSCB47 5 Bypal Framing Slide-ClIpi Connector 3 -1­440-6� r -8, C. -148-6. C -All C -6 i- C �H,116 1 H41 0 H,110-8� QH5i QHl GH68-6, QH68- Girder Hiint-ur L.FTAig. i L'STA18, L-STA21 LSTA24. $T.�ll ST21122, 5T2115� ST221i5 1_74aps 3� roll (20 1 5-elig x _oclel, llluftepor Name PLodl M Mill _91t 9mriptlon 8 5CS?,2-5,'gT SCS62_�urfgr'r 10. S`_'_ SO2 - 5; 11 a Sn' Bypass Fram ing Con necWr 8, GH61 ZPS, GH510-8 r LSUBH3 ?5. SILISH3 25. PASi Firdiril C�annecliw A�- 16, AS 18S5 AS I 81S4 Age, Ti Pjate5 S SCV14 25, SCW&5 Head -of -Wall Slide -Clip Connector 4 5 GLE36A, GLl GL85C, GLIl GUB7,k Gil Gll 3LB7D (3LBT512, GBLTS12. GLOT516. GI 01.21*520, 013LTS20 Glufam Beitring ll Glulam Bearing Pla-ki, 7 6 LTP5 L7512, LTS,,6, LTS18, ILTS-20 La"ri Tie Plate L,l T %,viat, "Straps 4 AS 29HS Airl-20 29 qa� Hil Suangth T i Plate 20 is Truss Ptal 10 11 SJi 26, SiCil MSjf_ - _25 SS93r518 Steel Joist Connections Gypiters Fram ing Slide -Clip ftl Con neubur 0 P Hinge Plate Connector 12 XLSH34 El 414, XLSH 78131414 #14-14 Stris, ng-Onv a XLSH Shou dolled Ser-Drillin Tapping 6 hil HOLS81 li HGLBD Heavy Gluvarn Beartrig Plate 9 USTA30, MI ST6215, ST6224, ST9. ST12, ST18, ST22, iASr(_28, Ull MOT= Strapis 54 rnil (16 g a' 4 AS H 9, 7 PST-2,1I I Heavy 0 IfTer 11rustrinnon 10 NIS'Irr-lists IMSTC78, ST62&s' Straps 68 rnil(14 ga) Screvin a abomm LLJ 8 LYP'll Universe I rstundirt-orl Plate 11 M7P12l ivill ri liff"IM0, MTS24C. Mei Me-diur-l-rerMst-ops 13 >'�:�ISIOIiS,Xr�IBID16-4K,X018.214. XQ1111214l X078S1224,X079131224-21K, #10,16,612-14, and 412 24 Stronq-06- X lidetal Self -Drilling, 9 LIRFP Universts I Roloollit Foundation Flater 12 Sli 56, SiBi,81, SUBI SiB2.37. S016258i SIB2,68, S16312, S11I SI23 62, SIBI 06, S64.7!5, ISV5 50 7opFI9rxjeJvlstFIsun9il M.M 2130-R4 XQ114SI224, XQ114D1224-2 5K XQ1 12S12214, XQI12gf1224-2K,X34EM0rl X1 Sl 01 O_X I F, 101 04K, XIS1 214, Xil 214-3 SK Tapping Screl Aofts Ar 's < ,M4.l4', �:3,134.26. '13 SBA2.121is, EVRA21 2110� Sii -12JI 2, &BA2 12114, S11I 818, S,#BA4. 18/f 0, gers Top Fi2wigo kest Har,; Sea # Pmj put ModeL M um ber f4ably Desoripillil !BEA4 IM�, Silf,44 lit(114 I FT -Hp Au_enr� r,. Anchoi For cov,is: stli 77 14 91H 1A Hurricano Tie 2 (,Ar;, GDP, 0"DRIVI-50, GILIPM-75, GDMi-100, GlJPo, Clitil la, s�hlllo' 100, GTH as-actuai npr -biler, G ol farittonemanclac v < 15 Sli Sit-1081I SiHOICS, SiV]DIOR SIHOISS, SMD-15M Huldounis I ��: I PIDPA-K, IPDPA-PAG POPAT, POPAT-K, PINW, Pli PIMP-W, PDPAWL Pril Pulsvie,�acluased fasteneTs �hreadtnrl studs also assemblill- 16 &HDOO. SfHOU6, SIHI SIHOU1 I Holdo-oll M-1L.TVL-hp`s, Ps',ii PSii,T.1i,-K, PCLDPA, PPCL0PA,P7RH,k.`il, 17 &JI-T, Still joist Hangeris 4 AChinswis Anchor for canc ell SHEET NO. August 10, 2022 A I PA ril Cn MIAMI-DAM > Q) C) MAMI-D AD E COUNTY ir PROMCTCONTRUSECTION PGT Industries, Inc, PGT Industries. Inc, " " 771 (D !0- 0 0 905 $74" M S'T"t1tioloru,203 N C)FICE OFA( CEPTANCE: EX-IDENCESUBUIT T1,D DL'FART.NiEE�NTOFREC-U�L.kTORYA.ND ECONOI RESOURCES (RE]r�i �11311715�2,4'14 8 OARD A XD C OD E A—DWINT STRA T1 ON D 111 S 10-N 3� I (k`TI1(`f0FA(C'EP1 CE:EN PENC 7B N -IST _111"TED ... 4=5 C/) 1 N NO"TICE OF ACCE4PTA E, (NO A", 1 Uvidence sti-binitted under pre-tioir; N OA U SSURANCE ALITY AS M A� DR_kNX7r�(_'V`S & TUSTS woulillued) 1. Niliand D-adel)eparturnt of Regulatort'.'aidEcononiic Resiotirces. (URI; -0 U 0 7D _0 PGTIndsistriesi, Inc- 10 70 T"Iniolor, D.lr'_-e. 1, 1\1ai-xifacturer' s die draw ings, and sft- t ions. Test report M 1! Air Lwfil ration Tespl� pet FBC� TAS 20-2-94 10L — 0 North 14nice. FL,142775% 6tibinifted artder.X0_4.N_o. 11-610- M TU Static _A�r Pressi�tre Tez pier FBC, TAS 202-94 1. _A1kTERJ_A_L CERTMCATIONS 0 SCOPE: 9 21 U_� Resisiance Test- per FBC- TAS 20-2-94. 1. Noticerof AccepauceNo. 1.."528.14 isstied to Vision Extrusion Limited for their LL_ This NOA is bew�giisued ander the applicable rules andlegulaticais govexiunz the r thfough-11 of2l-prepafed bynaanufacturer, dated 1013-1-5- with revision A datelo 4 � -101 i Missile Impact Tie&t peiFBC_ TAS - -94 ­%1Txfte Rigid PVC Exterior Emn-usions to-.- Windows and Dow 1-5-. dated OU3,15. CZ C) > E 2 documentation subwitted hw been reviewred and accepted 'byNfianii-Dade CounryRER-Pro.4 t COW GUC Se tion to 041, 05111 T signed and sealed by A. L-ymn Niffler. P.F Y j XLACUC Wind Pressilre Loadin2per FBC. TAS 103-94 - e_XPU or. 09.30 19. Cn a) Q) bt used m.NEanu Dade Cloury and othff areas where allow d by theAuthonly Haviza: hwurActim (,W), 0 1 Forced EnT n, Tes; I �� pellEB C - T A S _20 2 - 94, 2. Notice of Accerstance No. 16-09�20.08 issued to 11 is&on Extnt a on Los tortherr"YE This NOA shallnot be III after the expIratLon date �-tatedbelcnjr TheIv B TESTS A. along i'villit Of glass dois -rn -up. d1law-ings and installat vitryl sliding 100 Tan -02 and lighter Shades (Noa-AX-hite) Rigid PA-C Exterior Extrustans for C/) < (ia areas othet, ji) XP than.Nfiatsu Dailie,17''catity .1 o I've the t 1 11 It to 11 a %I- e ilri�s , I IF, I 1 Tesi repon oil 1) Uniforin Smic An- PressitreTest, jle:rFBf­TAS 2111('111121.11,41, Tfn1hul,,g UII Inc_ Test Repon No. FTI_ 3540. dated, i 10 5 .a. -1 645- s, -led and W"Indows. and Door,,— dated 12108-36-incpaing on 12,;,29.�21_ ps!�1111)dkict Or nsatenditessedfar vahtv lftb.is producit ot, inaterial fffils topedI ill the accepied siale<l bly, ld,�Iih kl�,, C)I R. E_ (Tert rqroft revi- on L2 0415 and 02,4 11(1) 3, Notv,.e ofAcceptano. ritsioto Ljnfired f�r their Ivit-HAIII:%!�r the e:cptaiso ofsl1cls III Si'jnre andthe AH.Ymay =inediately rev, oke � aicidiP,-, cn, the use of such product ot ni3tefia] %vithia their utisdiction. REi rewiveIs, & riitht to revoke this if it deternaned- by'Nfianii-Dade Counry-IDI J Cwhc W. ind Pressure Load ing per FBC- !AS _20 3-94 along with ulariced-up drawings as installation diagram of sLduig qlas% dvm prepared - il k - - - ­- T 6. Te!;!t report iol-, 'a 1..Aa 'A Ufflif aticoi, Test. per I: BK � -AS '�"10 2) Uniform Statir Air Pressure per FBC'. TAS 202-94 "'Brown Coated (Painted oi,Lainfi, iated) White Rigid P'N"C'Exterior ExtrtiAons foil" Windows A and Doors'". dated 08111,11 55- uqviring ( 'm 09130j, 19, acceptance. is I Control Section that this productornLverial faAs to I bi, Fenf k-stra t ion Testina Lab- Inc. - Test Report No. FTL 871 dated 1. 1!0 7 15 - si "g- ed and - I 3, Wat ef Reesis:tanc e "Test. Per FB� 1=kS 210 1-04 - II - 7E hittions .0 4� EN RGIFenestrationSo USA, meet the requiretnetimor-f the applicable buildiw ce. This product is a M-oved as described herein andhas been d-i iL� to comptywith die Flozida Building Code. Lie -�d 01 "416) sealed b-; Idalnw, Ortega, R si repon revist an Inc. for their T_A.N '3040 and Lighter Shadec (Non-Xklite) Rivid PVC Exterior _gaed inc tuding the ffigh XTelociry Humcane Zone- DrscnmoNx: se n-es ­5.9701: 770-N'inyl SUffing Gla ss Door (Reinfoi-ced) w..,wo 9W & IMP cortiersU111- I est report on 14-AiiInfiltrati Test.per-FBC.TAS TI -0-1 T IOU -2) Umforrm 5 t a t i c Air Pressure Te 5-k � per FB C. T. k S 2 0 2 9 4 _BC, TAS '0 1-94 50 Ou Wmid Pfe3su,-e a per 1- a I On g I vi I h nia dze d' - up a flaw ino and U ast ; U 11 t to n d ia craul o t -.--u v 1 Is lid u i!R �� z Ins d oor� plepare Exrrlrzw�ns for Windows and Doors-- dated 01 `16- expiring on 0MV2l.= N enestration 'Solut V 5. , Totice of Acceptance No. 16-07 1104 issliei:i to ENERGI F ions I -SA� APPROV.kL DOCUAIEN-T: Drawing No. -NID-5,470h Rev B_ utled Shding Glass Door NOA 3)Water Resistance Test � per FBC� -S -Ecre -v FenesTration Test- _ij b M_ LAI,- Inc.. TestRepon No� FTL � 2 dated 12,01 15- s4g alld Inc. fur Their "Bi -onze and Ligghter ShaIdes of Cap Coated Rip 'N C Exterior � % - 21 af; 15, - 2L and, bv I throu�zh 21 of i � "wed by mandhmser. dated 0 t.. and last tv vised on 02!0 1 Igned 1Y 201 4) Large Missile Int act Tes,t per FB C. TA -1 _;V 1-94 sealed bi,�- Idalmins Ofteirm. P, El, (Te�,t report revised tin 0215-2201 F irrusions for Window sam d D isous­ dated C09 1, 15 116. expiring oil A. Lvm Miller, RE_ bon ring the Nfiatui-Dadie Coiaryprodixt stan:4) w4th -trae Notice of 4 ad oa g per FB C', TAS 211�1, 04 5) Cyclic Wind Pressure Lo 13 11 I - (5) Forced EurryTesi,, jler,FB(.',, TX'F� 2"02-Slul 'N �i 7 Test reprn on UsliforI Static Air PresstI Te off 1A,,,S 2 021 9,�� 1 ­� 2 Large Missile IrWric,t Test Per F.0 TAS 0 1­94 6. Naticf-I of Accq I ptance No, 16-0712,03 issued to ENERGI Fetlestration Solritionsi T&A Inc,. fair the.- I h Whire Rigid P'N*C Exterior Extritisions for, INI'l idom-sauct Doors"'" dated Acceplance nualoer and County Section- -1, L11 'fato of. 11511, _11 C_)-clic Wind PTe-ssiLife Lea ingperFOC', TAS 2�),3-94 08,�1410,17� e-mpirinj Ion 02,28,11 1& by Fenestration Testhig Lab. Inc_ Test Report No. FTL 8546, d,,ate,Ill 111'106`1 sip ned and aloil, it III, 'k -:up r zi alld installation diagr; s di ocr g ts� mi: ed xx of'', UrL I hding gla-5s- z prepm�ed 7 Test reports No(s-i. 10-002-792(,A)- 10-C 27. 535753-09. perASTME-84 t. See table I lsheistD &ud table 2 (5heet�) forapplic*ble SGD unit smes- desimpresswes- remfotcementstypes- sealed by Idalniis Orte, ga- P E (Test rep�ort revised on 0 1 �04 165 mid 0-1 11 2 0 16,1 b-v FeneIstration Testing 11-ab- Inc.. Test Repori No� FTL 6638 (sanvles A-1 thru --k-22). dated ASTNID19Nand ASTNIC)-635. issuedbyEXOVA to Vision. Extruisson forcellulosic gl iss types-s-LUnser 'see liable B- 1 & B-21 - shee% and anchor lay. out sh;em Mfluzemewnl M I I thru 16. I Rigid Wlhite FVC_ Tan (Non-wbite) Rigid FVC andRrowia coated -iniedeflauLl�ited)A-biteRtmdpk.,Ctote (Pa T est repw cm 1) Aff InflItinhomm -1, es-t � per FB 2) Uniforni Statri. Aff Pressaire Test- per FBC---- TAS &jUleA -tro P I and seaIed bv K -e A. Caust. - E i(SubniftTed reir der _V0_4 N& 11 - (116 04) te n- comptass aTerial tSubydaed wider X0.4 No. 11-616'�I`04) 3) Water Resistance Test. TAS I 8- N Acceptance No- 14-0916.11 Kuraray America.. Inc- fror their labeled per referenced NNOA's reqnirewents� per IFBiC. __02-94 8 Test report on Infiltration Test. per FB-C= TAS 210-2-91 of mstwd to _3 � Epre-,s operabledpi-or,5 mimt c=ply with min clear vndth or lim-ght per FBC requirm as applicable. Ij La. linpact Te-q per FBC- 1AS 201-0-4 2. 1 Static Air Pre- '4e!l � per FBIC, TAS 202, 04 (Clear and W`Wte) Ineerlave in Gla F expiring 0 n OT041 & 4� Rocketwalls under separateappivval, to beteL4ea:edbyBmA1duig offictal 5) Cychc Wind Presswre Loading M FE.C_ 7LA S_ 203-94 3) Water Resistance Test-, peT FBC TAS 202-94- 9, Notice of-Ac No.16-111 01 issued toKummy.Asnerica. Inc- for their L 40FLING� Eichunit shall beara pennattear label w theni orlosix city, state oadseries "n p alatecatiar. 1hilhanii-rhide Clounq, Pto&ct Co=rolApp-o%w1'% noted 6)ForcedEM[fly'Test, per FRC'. T-AS 202-94 aloag nocitbaraid,:ed-u -Ings and inilallariI:�n diagr,= cwfvalyl sliding gLi&s door. preF- d dnaiv 4,� Large 'Missile linpmet TetA per FBEC., TAS 201 -494 11 5,1 C-,,,-rllc W irl, Pressilre Lvadngper F13C. TA!3203--M Uu,ackar, Clear and Color PN-B Interhayers". exp on 07,108,4k R.EN'l-MIAL of this. -NP'("-')A sha- be c=sideredaflera reenI Apllhcisiti,I:%I� hiasbeelfileda-ad, these Itas bieftxviul by 1'emirig Lob- lacZ1,est Re;,�Iort `!,11 FYI, &;4'", dated 211�'04,` I 5� signNl and 6i cI Erdi-�111111�, e �53t. PeT li C. �111"l ]111 It 411 11 .,­, F, S"i" �:kTEMEN, change in the applkablebudding perforniance of this prodisci- TER-NITI,�ATION of this N10A %,,,iU occur aftes dse expiratiou dave- oi if thei�e has been, a reiision or change in the iealerl by Idalnds� Ortega, P_ E, (Te-,a repon revised on 02� i J 1,6� 4- Test report, oil 1) _A�r Infilt-latwill Tesi, per FB C'_ TA S 20-3-04 zilong withilIarked-up dixaings and iristallation dtiz al oflijrd sliding : 1�� J'�N` door pi-, red g �f S bvfeniestrallckn Testu-S Lab- Tuc-- Test Report 'No FTL 63 17 If amples A- I thru A-31- datf4 J, Statemiau letter oftonforI11211ce 111ithr FBC --5'k Edift'011 anti F'BC"-6* Edition -4 -17y _;igaed sealed by Pl� (20171. issuiellthymanufacwter. daterIO&I - nuiterials. wse,and"ot n1autifactureofthe ptcductor-pj_Gce,,,-_ Miousse of this' -NO -A as aliendo-n-ementof an-� pradtict, 2) Uitifonn Static Air Pm, sure Test� per FFB(�_ TAS 20 1 -94 signed and sealed by jowe A. Caiw_ R rinder NO -A No. 11- cru 2- Statenient lett-cTofnofi=cialintemst.dat*edO-4?19-17.miiedb3�nlamc=& --ft-A-Ped for sale s.,3dvertisiinz or aily otbet- purposes shall atn-onwk any terlainate this NNOA� Failure to comply with any 3) Water Resistance Test. per FBC- T-11-LS 202 -94 010 7 09) sealed b Lynn Millm P E. s e c do n o f tbli. NOA� shaU t�e c an se for te nnination and 1vnw,.-_a1 o'E'NOX 4' 1-me Tlvliss-Ae inVnact Test pef 17-3C_ TAS '01-304 1 Letter of lab compliance. part of the aWixe test rqvrts ADN-ERTISEXENT., The NOA number precededby the words Miarni-Dade Couwy. FloridaL and follovved by the 5) C �Y-c lic Wind Prer;�,-ure Load ina m FB r T a C CALC I-LATIONS 4� RER Test Proposal No. 17-03ST dated 05,051 T signed by Ishaq Cb.&ada. RE. anypoitiaoof the NOAis: displayed. then it shall be 6) F�rced Eiary Test. _s­FBC.T_k�__­= pe L Anchor verificaric-n-1 r. dations and sziuctural aaaNs convolvina ik FBC-2014- dome in it-, entirem% plepafed by P datted 1109 15wid last tI an 0-11 5,� 16- signed and s d10- G,, OTHER I NnI! ElC:'n Ws � tk copy- of thisectile NOAshall be pro vided to the user ky the nxanimamr_- distributors and by Fenestration Testing Lab- Inc,_ Test Report No. FTL 8-54S, dat-mml 1'2,1,�H!,I svill 0 arrr sballb, is, a it"ble &-,x inspection at the jobsite at the teTuest of the Building 0 2ficial. sealed by.* Idahnis Orre P E (Te��,a rep an revised fon 01 �1)4 16 and C1241 1]:� 9A liazjxii;� I::c aph es v,,� nh- JI&STNIE - 1300-09. on ­5570127�- 1-inylSliding (Aass Door lReftiforried)- L.Iltu, XIMLY124 04", 1,41112 1 of drispoi e I E­2 E-1 E-4� E-5 & E-6 as The,subawted doctuxernzst-�on was reviewed by Ishaq I Chanda. P1. 11hari 1. Chanda� PE. 11haq 1, Ctauda. PX­ Ishaq L CILAI RE. Product Control Unit Product Courroi Unit S-UPI Fmduct Con" Uuiz Superrisor NO -Al NO. 2 1 -0 1. 0 1 N A�l '0 -0, *1 *05 SOAN - -0. Z-03 NOA _0!05.0_ Vxpiration Datot April 14.2026 F Xparatioa D;gfiI Aprill 14,24)0_6 Expiration Dam Aprri!14�1026 ExpirationDate. Apvfl14,Z0Z6 Approvai Date.-Alarch '.-, 2011 *3ti arch :1012-1 Approval L XL 1 D- ArI atel Nlarch N. Appraral Date: March !-Z, 2021 Page I PGTIndwsr"es.Inc. CGI W and Doors. Inc. PGT lndusrrlts� Itic, NOUCT. OF ACCEPTANk E, EVIDENCE STL-B]NUTTED NOTIC E OF AC CTPT--%-NC-E: F-1-IDENC-F SUB]NITITED C'E$ T Evidence Submitted under prellos-I subirartal E,, 11ATEIUAL, C EIRI -IFIC''ATION-15 (continue) I NPw Elidence, silbalitted Standard CoI14)]"i"IrTa WiTURA, A DRAAIT�'G,S � p3". BTU-inilrr­ft� F. AS _4 F 1245, 1.-,JIiS_ AST'_v1 D39Si Ox,, Q , t.u­Px_,i_ AS 74 N A DRAII�E I Drawiner No, -AID-5570-0 Rev B. tilled, Vio,Vl Shding Gla-c-s Door NOA II sheets 10 - Dtirabilit, -N_ -P its- '10 1 y­ -o Fog -- A-0.4_Vv� 15-646A 05) Dravviilu Ncl � �, B, t it led `V irrwi S Uo uil c G la�-s D o or'NO A (US1Y'_ sheet- s, I L Rei tbrougli'21 I of 2 1, prepared by zo-nnufbvilrer dated I 0,'0_5'11 1 and last re�-L�ed oil I T _G i� 71,U - Pan Duraseal Ar"__'�Pq 5 "S Theraw Conducl B 'A tilrotia I of I- Pfep"Ced by nIantiftc oared 1"5� 1,5 aaad last re,,rsed on 0210 1 1 U�12 staned add, sealed try A_ INUeL RE. 0 Quanex =V�Y*g with it- _2 _12; sio-ned =,,d sealed WU LNE111 Miller. P.E. .ft,.e,,,WCe_Pa5& A C_:M E AST-M F 1249 11 ass, A S DD .1 D 14 14 Amon Per Nfir nh� vel-r!�Ioia coatils!s rqjjJac,-.uen1 0I e tou screw with flat heac;. e ffig installati B. TESTS -Test 21SP LG_ Durability -No Fog- ASTNI E 546 Dek-tv Point Devtlopvaient -20��IF in 48 !L-s *4 1. report s on 1) Ar Infiluraw-ion, Test per FB C. TA S 20 1 �94 (Snbut iurd an der A-0-4 _V& 15-040A 65). Y 2 inforin St at i.-- Air Pressu re Test, Load ing Der FB C TA S 2 0 -1-9 4 # 111 1 ion EXInIS 0 W_ T d - Part conlp�yin g v: III PVC -AA -NIA 13 � Volwllary Statc-if-i ca B 1 P Vision F_xt B TESTS I Ntcnx MA R 4 .1 Water Resista Ice Test. )er FBC. TAS _X12-94 for _Rj gid P ohn=Yl Qdohde (PV C) Ex I iff, I o r rofOits ru,,iow, ALTdr -VEX- I V v 4,1� Lariae Missile: I t1apact Tell petr F B C', TA S 20 1 -94 V I L 1, ("'YClic W, ind Rressme Load, ing pet, FBI TA S A-AL-N-LA Fenestration Extertics-Profile Prownroull, (SrUbaritted wider:%_0_4 Ncr_ Ji- rg (9-109,051) C, �U C, Ul k.11011S I along withrmarked-up drawings and installation diagran, of all PGTIndustries, lac, PaltS� COUV�VjjkZ %vilia P\7C -A,, -1 3�_ I None A­� re—presentativ,e imits listed below and tested to ilitaffy Dowsil -91 and Dowsa 98,3 Silicones. itted son1er,.Y0.4No. 15-0409- 05� D� Virtual R iew ev by Fenestra. tion Testing Laboratory. I _ fel Reports prepared 11c INV_ 9 PVC-A.-AlIvIA, 303-13, Vohm-taryr SpecTicatiou for Rig Q1-AL1TYASSL_&A_XCE Plans Review Assist Inc. I 1� L - IbiedWindow (unit 6 in proposal.), datedI09�0314 Fn_�7897 PGr PAI_j510 PX,'C'c Profiles for 17ision F_-,trusions- Ltd.-V.EX-1 bv A_ANLk Fenesti-ntioa F_Xt Prof, lkfianu-Dade Department oil Regulat ory and Econox-nic ResoI (RERI P for Completed ant approved compliance with the U) FTE-20-1107.1. PGT SGD780.Akuuimxn Sliding Glass Door (unit 7 in proposal) Fn-20- Certification ProffarIl- I 2020 FOC 7th Edition bY Oebra Anne PGT CA740 Alum Oum-ing Casement lkindow (unit 8 ia pr�osal) FTL-20- 10- Notice of Acc "te No- 15-1-121-14 iswed to Enerp Fri-esm"ation Solution_ TUTS % _�_ - F. NIATERLAI CERTIFICCATIONS Klahr PX2300 CT3 210-.3..PGTPVk76'-10.4LAliLmmumFLxe-d Witidow(itnit 9 in proposar),andFTL-20-2107A, rbeir -Tin 3040 & light shade (non-whicei White Rigid PVC Exterior, Excrti5lus for 1. Notice of Acceptance No. 1941305,02 issued to Kut at -ay AmI Inc. forlEhm > PGTPW7620AAl=uw=FbxedW aw(twitl0hipfopo d- OTI 3! 10. all signed Win doI a n d, D oors" . et#ring on 02 �04 `2 1, -B GL It fla ell­ "TroAfolt Ultraclear, Clear, andColor PX -ASS In e ev.uIng on 0 aad sealed bY ldahuis� Ortega. P.Z I Y �N,11:mice of Acceptance No 1"122.02 isstls�d to Eireip Feoe,�,rfatioii I.J$k !L-_, i�Crr I "White 2 Notice of AcceptanceNo, 17-0808J)' .1 Issu'-d to Kuraray Atnevica, bkc. for their - _3 "Selitt"I'Glas-t 0_ theo- setie$ " Rigid PIL-C Exterior I irrusions f or Wm' dion'satsil It 16: IF,= 12,fl P I K leat anid. �Ilulite) Glass hiterlayer-1s, expiring Oil 07 �04_21 0- I FBC' 71h 02 �V 3 NoticeofAccelicance Extru-sims'Litinited fol-their'-Bro-n-n -C < Anrtor verification calctilations lad tun, I zinalysis- coillplying with !-�otke, -of Accl tonce'No 10-02)03�03 issued to Eiierai 1��Uzss?M%OM !i�k)hrthIoir ;C oa red (Pa inted or Larain a ted) N�`Ildire RigU11 P1 Extrits'lous for IN in ow-- sterjos L d Edition (2020l. dated 04,12120, prepared 'by annafacraleri q-med and sealed by th& -Bronze & light shade cap coated, White Ripid PVC FIXteriar, Extrudow; fol and D-I ex on __ 9,24� Windowsand Doors"- tm on 04:16 2 5, 4 'v 1511311 Notice of Ac. anct-No 18-1106,11 b'sLiedto' E� ions Lumt ed for thar series L.2. G g coniphes withASTMEI-100-04.-O.Q.-12,,ind-16. -17E 1000 Tan-'f- 1 - md HI shades (_N ou­'illiM Rigid C*Ihilar PAT Exterior _0 D. QUALT-1-17 AIISSUCkNCE F. STAXE=_NF_UNJS - L� — - Eirrusions fol XA-ndcws andDoors expiring on o��!j 0— ade Department of Regular and Economc Rescr=es (RER� P 'Stateawni letter OL cianformance to FBC '11, Edition i-102U), daTed 04,212,720. issued bw a-Lmuf2c,twer. signed and sealed by Aistliony D= MiHeii 17-1 E F 'TATE.NEENTS < 'NUTERLU CERTMCATIONS auuflcmmr� dAre- Statement letiff of no, f — interest and of inditne-) c�a� is,,ued !.�iv 111 %15 1 - I Statevient letze ce to FBC- TF-Aidon -2020). dated 017��Gi�2 issued bv (D L Notice of Acceptance No. LQ-030:5.02 issued toKin-aravAinerka. Inc. fortheir 5"'', �, 18 "'i 0 andsealed by _Ailthony,, I P 1 -nz I ivatwfimuef. sigired iiid i&aled knthowr, L��, a '-v in RE "Trosifoll" U in"Iclear, Clear. and Ciolo!U PXB Glass lntellayers­� expiring on ut �Jocwi)eri( betwee-a lilid 14,ari��J tn- 11 te J u3 2- Private Latieling _kg--,,enx11t dl!Oteil� between, PGT Inc. 211a CGI U T` -08,2"4_ ui%,ohned ;111arl' Wjndo,%%,'s arIA 15o, lli,.c sigi.x-t! I Dean T�,1, rmuad,, 111_ E110 weertag- on. t )f Notice of Acceptance No. 7 '1 -0803.02 Issued to Kuraray America. Inc. for their "Sentr lear GIass htterlavfj-s­� 0T041.`23. both coulpaw"ei, ' yGLisl i(C and'"btej e_VpI ou G. OTHEERS CL Notice of Acceptance No- 18-110610 issved to Vision Ea-m- United for then- ,-Brown Coated L2minated) White Rizid PVC Exterior Emusiotts L This NOAL re-%Ises NNOA# 17-44-10A16 t.P-,-T. w,'('GI) arldupdwc:� 2020 (-1h Edidon), G. OTHERS -this `CGIL F__ (Painted or expiring I I t'_ I -1 I Nl(--)A revi<*s & Ysllew� NOA; 20-04 29,03 �:PLA -%k- eXPITIR for Windows and Doors CKPffuig on K., 0,24. f 3 RERTest jlropo&-ds;�'19-11_55 Wed 01,'T'20approved by Ishaql C`hawd 3. P -.-t exTpff W 2 Die cuaent ais iiated FLA �G! file �=214 4, Notice of Acceptance No, 1&1106.11 issued to %71slon Extrusions L ilited for their FJ4;, 14., �1 I kaw) LU series, *,N"E 1000 Tan.11,02 and lighter shades Rigid Ceflidai, PI'C' 4 Exterior F xtrusion's for'"'Indows and Doori", expirtrig oil 1, 21'101'2 1 113 J Ar "t, 'wit 11C, 1, ChauIll, P�Ez Lhaq 1, chauda, P111. prodigin 1111"�' out lej, Supel�rilor prililluic,ir 111!1111111,1111011 Unit Sup eria-� or Prodwt C'aarrol Unit 'Supori-i-,or NOA No,, !14).0Azf):! April < NOA No� :1 E�xpirariiiu Date- Ei;pirmiou Dwte� As5R-i1l4_:0.'6 Ex*rafion Dim: April 14, !0!6 Apvror;31 D,4:(*: March ApproralDa,;*� MarItI :021 Approval Daw Nlarch '9, Z021 E E -6 SHEET NO, August 10, 2022 PA 1.4 (3) Cn -0 > MIAMI;� MIAW-DAVE WiJN'l Y LD 0 7D (3) 0 PROWCT CONTROL SECTION Cast -Crete USA, LLC ast-C. etc USA, LLC Cast -Crete USA, LLC 0 DEPARTMENT OF REGULALTORYAND ECONOMIC RESOURCES (RFR) I I &I SW 26 Sucict Room 208 7:3 BOA 11 It,lik N D CO P E,10) NI IN ISTRAT 10 IN ID I %,I'] S I ON' Miami, Hoht& 33175-2474 T(.78601-3-2590 F[786)315-2599 NOTICE OF ACCEPTANCE: No"rici OF AkCCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED cri :t-- NOTICE OF ACCEPTANCE, fNOA 0 -0100-55.04 1. EVIDENCE suBivirra. I) UNDER PREVIOUS APPROVAL 903, N t 3, DEXPI �,�',X7lOL)SAPPROVA,,(,�412-020'.,),12 i� EV'11)F F 1 1 1 11 1 11 1,NC . SUBNN ITTE ) UNDER PR,; )JOUS APP1,10VAL, #14-090103, 0 Cast -Crete USA, I-ILIC 6=3 - 4 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 3332 5_584 Drakvrn�g INo. FD4612, toted 'Trccasi and Prestre.5sed I iniel Dera!_W', .�hwcl I of I L Drawing X0. PD46 1-2, ffilhi,d "j-'rec,,!rst and sheut I o Drmving No. FD4612. titled "T recast and Prestressed Lintel Details'. sheet I (if �0 ITO'el')CO'ed 151,''Al""174II I'arrino- ['� li"., (,kaedAdorch 24, N)03 and Draiving N�� J T4672, filled ,f J, prejoared by C )'�dg 114iii-f-Ino- ll� 1,�" � daiedklat�ch 24, 2013''cind Dral�II,IiTng "i I 1, dated 03'2403 ai,td No, 1, 1' 061211 fille,d"Casi- 014", 6 " & 12"' 1 CM 0 > SCOPE: 'Cast-Creie 4 ". 6 12 " Lintel.I Load Tables sliects I rhroi�- 17 3 o0. prcf)at-ed h,v LT46'12� tifled -C Load TabIt'.vi", sheets I .ast- ruie -i Lintel ii Load Tables". sheets I 1hrough 3 of3, lost revision dated 06112114, all Cf) 7D F= W 0 L___ (D Dis NIOA Is being issued undur the applicable rules and the usio of construction materials. L�'raig, Parrino, P.E,, dated;,14arch 24, 2003, lo,i,,(rcvW(,w 4�lated`Apri! 28 2003 both throug/I 3 of3,preparea"li,ti Parriiiii ir, III dii�ifiieef March, 2,11, 2003, lost pre ared signed 1119114, T and sealed b Craig Parrino, P, E, on 0( Cn T hi� documentation subm itied has been reviewed an' accepted by Miarn i-Dadc Counly, RER- Prodki'ct Control -rnito revision dated Afarch 1 L 087 cX �ii�gned and sealed 1)), C'raig I -en-rino, P.E_ on 'Y 1 -Section to be used in Miatni Dade County and other areas where allowed by t e AUthoi -iiv Havin I th g Juriscfiction B. TESTS UD B� TESTS March 22, M12. 1. Test rcport onfle_xural testing an 4 6" & 1'2 Precci,lil Cmu�reile )Jritels fille,ii, I 1. Ji This NOA shall nor be valid after the expiration date stated below 'rhe Mrami-Dade County Product Control unlilled Modeli foial o concrete linfel spechmens, per.-IST&I.E-529-94 prepared �t � B� TESTS C. CALCULATIONS F'i section0n NIR13ini Dade County) andilor the A1JJ (in areas other than Miam) Dade County) reserve the right to have hy,llpplied Research laborafories, ReporiNo. 30-10411, dated 04/10 YO-5, signedund 1, None. this product ornialeriai tested fior quaiity assurance purposes, Ifthis product or material falls to perform in the s hy, Christophe)-A. Ifonion- 11. E. C. CALCULATIONS dr, 7� Cdctflounnsfior Cast-O-zir Lintety, deted 08/19/2014, ivares,14 201 lhrozighl,f236, by Craig Parrino, P.E., by Craig Parrino, RE accepted manner, 'the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, prepared signed and sealed incdif�,, or.susl3end the risc A'such product or material within their jurisdiction. RF-,R reserves the right tci ievoke C. CALCitr.1,INTIONS A�one D, QI,JAI , .-ITN' ASSURANCE, this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Casl-Crelc Lintels, ehited 051291,034 26 P0g,2'S, Prepw-ed bv� Cra4l QUALITA" ASSURLANCE 1. b�y A­fiasni-Dade Comity Dejxirtment of Regutatury and Economic Re -sources (RER), falls to meet the requirements of the applicable building code. Parrino, P. E., signed and sealedby Cr(jtVF Parrino, P. E. "i 1, fl1i.- Counf,i,,, Departnicklit of Pcrininh�g. Dwironinent, and Regulififa 2 1 1 cist-Crefe Lbac,, is, draed 05/2 9/03, 1, 10 �Iwge,Iii, ao �ee"! I i E. MATERIAL CERTIFICATIONS This product is approved as described hereirl, and has been destigned t�o comply with thelligh Velocity Flunlciane Pa),rino. P. E., skaned anti �s ealed by rai�q Parrino. P-E, N S L. MATERIAL CERTIFICATIO. 1. None- Zone of the Florida Building Code. DEsc,:11UPTION: �oncrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL D0C1Ui,.TNTT.- Drawing No. FD4612, titled "Precast and PrcstTcsscd Lintel Details", sheet I of 1. Oltaliiv Systern _A-1�7nualjbr Cast-Crefe MI'i Mwle Precast Dna�ls revised on li 1". OTHER I Let a -Crete USA, Inc., dated ON1912014, figned and sealed by Craig ftom C st z prepared by Craig Parrino, P.E., dated March 24,2003 and DrawinigNo. uw,12, titled "Cast -Crete 4", 6" & l2" .4 '002. 10 is jr y 03 01 .2, signed and sealed Le ler om Casr-Crete COMOrcliti n, daiied Fe � ruar Parrino, F E., certff)iing compliance with the Florid Building Code, Z0114.Edition. Lintel Sate LoIiiid'Tlabtes", shcets � through 3 of 3�, prepared by I Parrino, P.E., dated March 24,2003, last i Gast-crete Quality SII'stetn Manuo1ji Prestressed Products dated 2019,2, 1- 17V ('iI`(!iI1ig -w ccon),'Wonc,e i,rith 1he Flo� ida BuildI 26)1(1) rc---;sion dated June 12, 201 all signed and scaled bly Craig Parrino, D.E., on January 22, 20 1 Q.. al I bearing the Mianri-Dadc Countv Product Control Revision stamp with the Notice ofAcIceptance inimber wid the cxxpiratiork 2. EVIDENCE SUBMTLTED UNDER PREVIOUS APPROVAL 4 08-0320,09 Edition. 6- EVIDENCE SU13MITTED UNDER PREVIOUS APPROVAL 417-0821.18 A� DRAWINGS date by lhehdiiirni-Dade County Product Control Section. I !I ik� D RA A11 N GS 4. EVIDENCE SUBMIT'TED UNI)FIR 13-0321.0117 z IMPACT RATiNc: Large and Small Missile Impact Resistant L Di-aiving No. FD4612. titled "Precast and Preoressed Li Details" sheet I of 1. A� DRAWINGS LABELIINKG: Each lintel shafl: bear a perinanent hthel wilith the inallurachirier's rkarne� or logo and the �:'Ytimi,6-Dade prepared ky Craig Parrii P�E-_ clated March 1114. 2010,3, 1,T-1612, olh�d I AI�one. 13. TESTS County loeo, RENEWAL ofthis NOA be has Nen filed Acre bas 1I 11C ' 12 " Linliel Sa C Loa�l 7ables", 0ieois 1 thriin�.eh .) ol 3, pre ared by t 1-os P Craig Parrino, P E., duied.li 24, _,700-3, last revisiOn daied Afurch 11, 'M B. TESTS No n e. sbifll considered after a renc%val applicition and no C� CALCULATIONS fl change in the applicable bu 'ding c(Ac negatively affecting the perfiorm �1_ - a o c�e of this produe L B. TESTS i AT4 "Yone, TERMENATION of th is NOA will occur after the -expiration date o­ if there has been a revision or cliali in the mai0dids:1 ilse,, gind/m I.Iffliic� product t�ir process. yifistisc of this NCA as au endorsement ofari), None. CALCULATIONS D QUALITY ASSURANCE C. Cilk LCULATIO NIS product, for sales, advertising or any other purposes Shall automaticalh. terminate this NOA. Failure to comply with 1, 8-y Aliamj-Datk Ci LNiptirimera c1f Rs,guhltofy t1rul any ection of this NOA shall be camse for termination and removal of NOA. iNone D. QIJALITY ASSURANCE ADVERTISEMENT: "I"his NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSUIZANICE S E MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature- If any portion off"the NOA is displayed, then it Suall 1. BY Miann-Dade Countly Building Code Comfphance Q41i be done in its entiTiCty, & MATERIAL CERTIFICAT.ONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. 1Ni1IA.'rER_I,11kL J� None. I CaniI iance Letter i,vith the, Florida 1301A)I Gode, .1201 Edition, issue,.) b.y Cast - shall be available for inspection at thejob site at the request of the Building Official. Crete M, Inc. dated 0810811 7� signed sealed ky Craig Parrino, P E_ This NOA revises.NOA # 19-0130.14 krid consists of this page 1, evidence subinitted pages L- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. 7 if I 7 _4�1 7 A. Makar, P.L, M.S.— A. Makar, P.E., M,S. 'The submitted docurrienlation was revieNved by Flelmy A. Makar, P.E., M.S. �,­,I-Jelrny Prot"f4cl. conirlid Section super%,jsor Seefion Supervkor �Cfiay A. Makar, P.F-, M.S. i i J/ / T 1; 111 No. 20-0630.15 NOA No. 20-0630.1 1`� ontrol NOA No- 20-0630.15 Product Ciout-rol Section Superwisor NOA No. 20-0630.15 /1) -.COLW44T y Expiration Wte: Expiration Date: 091' 1/2023 09/11/2M . Expiration Date: 0911112023 Expiration Date: 09/11/2023 �jjl Z �71 Approval Date: (W20i C Approval Datv� 08/20/2020 ApproNial Raii Approval Unate. 0817-011 ­41 Page I E - I E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE Sumirrr,ED Nio,rjcll� OF AC(EPTANCE. EVIDENCE 7. EVIDEN('E SURMMED UNDER"PREVIOUS APPROVAL 18-0424.04 91, N.EW EVIII)ENCE SUBMIT,rr�,i) A. DRAWING'S A. DRAWINGS 1, Alone- 1. None. 13. TESTS B. TESTS 'I None' j� None- C. CALCULATIONS C. CALCULATIONS (D I None 190M%6 L.2 D. QUALITY ASSUR-A-INCE D. QUALITY ASSURANCE 1, By Miami -Dade Cowity Department of Regulotory and EcOoopnic Resources (RL'Xit, 1. Rv,41iiami-Dade Coun�v Department o 'Pe-ulaioij! (R[,.'R,� V E E MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS F. OTIIER Coinp-liance Letter ivith the Florido Building Code, 2017 b-dhirion, issued by Cast- F. OT 14ER 1, Cornpliance Letter ivith the Maj-j�lcj &jjlaling ('o(je� 10 1 Crete USA, Inc., dated 08,10&117, signed & sealed by Cra�g Parrino, 1. E &ic_ chited" 7, Sionedd., seoled b)) MAR 0 4 2023 M fL EVI,'DLN(.E SUBMITTEI)I] NDER PRENJOUSAP11RUli 9 19-01301. W 1 Cornj)liance Letter ivilh the F7oridu Building Code, 2020 h'dilloa. i,�,�sued by Cusl- Ci,iiiiil? US,4, llw_ daled 06111'l 1/20, Si�,,ncd &,sealed Ili; Craig Parriin�), P F > 0 A. -1) R A N G S 1, DrawingAlo, FD4612. titled Treccw tinelPresti-evsedli)-iie!Dettzils" sheet I of > 4IkI C'ri�zjg pariiIno, PJ!," 11 dateel J�Jarelr I.� 4, 210(U onel )!)rmving j\11it), V 1-74612 titled "Cast -Crete 4 ­� 6" & 12 " Lintel SqP Load Tubles" sheets I A111IM11i k1.0) thr4 u h= 3 of 3, prepared /,�y Craig Parrino, P, E I,, dated March 24, 200.3, lasl g Virtual Review Assist, Inc. )2, 2014, all signed and seeded bly Craigilarrino, R& on Plans Review completed and approved -danuary 22, 2019� for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 B. TESTS 1. Alone. C. CALCULATIONS L None- D. QUALITY ASSURANCE 1, ByMiaini-Dade Couno, Department Regulatary Economic Resources (RER). AO Ak Cn o and f E. MATERIAL CERTIFI(I'ATIONS Z3 1. None. EMEEPPIOW n F. OTHER Artick, of Conversion Mr a name change. CIO �h_ AI k_- C�Rehriy A. Makar, P.E,., WS. HeIrnyA. Mqkar, P.E., Uj (D product Control Section Super%4skw rii�d tic (711,1 n t r I Sk,- c I �cl vi S; u pe rii, si NOA No. 20-0630.15 NOA No.20-0631).15 Expiration Date: 09/11/2023 Fvpiratian Date: 09/1 U2023 < Approval Date: 0812(k,112020 Datv� 08120,12020 _j E-4 E - 0- SHEET NO, August 10, 2022 PA 1.5 NISAII 11IN ir rll�lt,r r', yp.� P,Ee — /Il �m -ii.-.-�-7,��..,�7�-��.�.�"..-,,�,,�o�"-l'p,j(:"-\..�,�,�, �a_r­ "I�ll,�.���,.�.11,111,111,111,11���,��,��,,�.11,111,11,�ll,�� ..... ,�,������,���'ll""�,�ll,�.��,,����,,-����.�,--j6 I TILLIT TES"I'lilig,1113 in l�!�NG:�M4,�ll..�M�����l��lli�l�3lI CONIPANY PRODUCT EVALUATL QRREPORT REPORT Ii 20-0728.01 DATE: Jufy 28, 2020 ShIAWS PRODUCT $US-CATF-GORr- Storm Panels til 'aul,com 411.r. I ,,, W17 FIT C I L-Ill, �, WtCll PRODUCT NAME� 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Globall-P rQW_G�Tg0.qA%_Ll 4800 S.W, 51 Street Daviii,:rlorda33314 I.TVREOGEOT M%LUATION � This is a Product Evaluation Report issued by WaIW A. THIlt, Jr-, P.E. (System ID # 11306) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3. Method I 0 of the Florida Departmentof Business and ProfeWonal R"lililatil This product is being issued an Evaluation Report as described herein, and has been venfled for compliance in accordance with the 2020 Seventh Edition of 0,A Florida Building Code,, and to verify that Oweproduct Is for Ill purpose Intended at least equivalent to that. required bythe Code This Prod uc1 Evaluatirer Rept,,j rt shall be SUbjeCt lee: review and revision in ease ol: a Building "Icide clisinge that may offset its limitations and conditions ,, 2,_F,__VLQM_EA1jj99MQ; "PROD-09MALUATION DOCUMENT W-FLIX); Drawing No. 20-176, tilted "20 GAGE GALVANIZED STIEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tillaco, Inc.; signed and seated by Walter A- Tillit, Jr_ P.E.; dated 07!2812020. This drawing Is ail, integral part RAIM Evatualtion Report. -oilt, "ll, _�,_, a A T" - 4W�L` V--' - . I * I , I - . - -,- -,--$,' ­,"ocu `,--.��w, �­_-�­­Al , - ­ - " lye . i - — � �;7 4E _Li ­�, I __ . � - , Ito, 44167 "I I - , ,e , bi,�_j * ., - -- _e , �' I 1* ;* _ 1. ­­ ­ : ­ :: � I "', ,O % " �, �­ 113P 'O, , A , � ,.1.Q.- , , trlpmi, -,��s - -X,� �� I . , ' ", � In � . \ti, " - , 7" os" 'iil -\ § 6355 N�"'. 36d'i Street-. Suite 305, Nfiami, Florida"t-110% - Phone, (3ui fifl-030 - Nnbah ,N�ri qQREE&N�: 1#01-TO-M-C&EANAIWAU 310EI-STOW19%mus) 9 5-cf,v ;�- - � � , -� VRCt�LACI � "A! I . 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TO - K.�-, �_ ;­-,� IrNv�,�J�r Rli,11,1 SX.- - :n� �C-KN,",� "IN," H; ,,n 01 WNI'dr.n IN . 0 .l �,, 4. -, "I Y; -L Tf� , . . ... . �r TP�L %ill,111 E �IIIFI . � "I, 0 Tkie"01 �11`1,101!, 1,� .k'I"i I'll:11.11141: I li. I T . &,�� F _r , ��� I , It , ' -I� l !III 111,00 I, ll l"I'll I I I 11 I" le I 1, I FIrr E � N,L N�LT , K;� (I 'Y' , , - I b I I I I, � , I 11 ,,I 'IP ir I �, 9 �"NIII l e I: I l KINT, 'I II I IIII: I II Ili III 1:: III Of , I III, L VIDIN 11 5CIFf A, IS,Fl I 4, IWI I Al I I I 1:1 1 ll� � � I � Ir T ll�j, , ,I :III I � I 11:1 I"'It I WWI, 11 IIIIIII I Cl 1111111:11 VAITI I Ill 1:, III 1,10, 1111NIF 11 110I A'A VIN�,Al 11,: III Irleiel C ,I , � �l:IfF CIIIIIII loiji:: I ':'Ill 1:F:lIjj�lIjlI:1I!: 1111IIIN I � I�l �,! 0 I I III 11, I �lI . ,,I 11 'III I,�: pl� FIP - �OIIII ON K I I1:!!1:I!: I 11I III "L, � IF F ]::, 11 III I FIF I . 'A' I �,,e � ,j1T,Ql,j ,,NIII� I I �c 4 01% 0 -�� f'R.DD.ur--I.K%I"Ul�l�'ItlufLN-U.Ktil"fl��"�OAL,f.a�q�9.1 2 22.-TEV REPORTS: Large rnigstle impact and faitigue IlSad test$ were performed undw Pro,tocols'! AS 20,1, 20i as per sv*,ton 1626of1heS Florida Building Cride. UnifornEl loade as per TAS 202 Protocol, Test te,pl prepa.ed by Hurric,one Engina,ering & i risting, il Reporl # 96-:569 dated 08il �AQ6, #146s-570 dated 00 ' r! 81,11 ii�ige, ol dated 09r20,?1296, all thres sIgned ,and sealed I Hector V kinaina, 1i Fertla�strattll Testing Laboratory, Inc. reports lt 2032 dated CW ' 16il 998 a nd # 2126 dated 10/05/1998 wi�nessad I Gilberi Diarnorld. P.E and Rep -I No 0219.01-09, dated March 4, 2009, signed and sealed by EcIrriundoLe-ga-sna-da, P E, and Henry Hattem, ll Tersile test report No. 'zlCiil -_­ O-C Metallvrqlcal, Inc., dated Mardin - 3. 22W9, I � � signed and sealed by Frank Grate, I �_i,$TRUCTURAL ENGINEERjj45_CALQ.ULAT[QN$� - On 20 Gage GaNarized Steel E-rl reanci for ina,!Eirrlarn pari-ol lengLih,wo. Ilesgirt wired cifed, art wel�'as rrilairin-vur" 4r,rhitIr �etpac4uj Ill!E, design iieffid fnEd and pwii:Ii lenT iii onsler� on raTl,SIr[:n11 and i��C)���'4,�!1,��r�-iii���lli,�ir3 arislyi: es, i� lx� ri acS,,--,m,1an_c , I �: 11 ,� �� t � . I P ellil Il section 161F5 ofIfTe, Florida BuildneiCarle 1",��ak;t,fafliona, p,i-c��,-���i�PX�l�i-ls],Ii��L,=.,�lI �rlc,, dateil 11iX)3lIQR and r)3l?i2/j5, signed and sil I IjIl,"alier,ii 7iiilf7 ir,, RE IMS�$��_RUMSTI"N -C--'. Large missile rnpact unde, section 1629, of the, Florida BuOding Code, as per I 11 TAS 201 Protocol. 4. WIND LOAD$ RESISTAIIII 20 Gage Gaivarazee Steel Storm Panel has been verified to suisitair wind Pressures. Maximum Panel ieril shall be as indicated on sheets fi� 10. 14, 16 16, 19, 25 and 26 of 26 of Product Evaluation Document (P, E.D,), drarving No, 20-176. Maximum Anchor Spacing shall be -or, Indicated'Ern ,01'I P, 9 I lo, 11 1, 14, 1 6, I 7, 'I 8I 19,, 2!0 25 Eird 26 of 26" of 11"!"I".lijoict EINEiiuriltlGri Document ilP.F,D�,�,, ch"EmIll Niti, zck,1176, 5­1WWALLA11Q&' Installation shall be performad sirictly Ili acaw-dance with detalls indicated on sheets 3 thru 7, 1 0 thro 20� 23, 24 and 26 of 26, of Protluct Evaluation Documierl ' �P.i drawing No. 20-176. Minimufn fieparalion to glass Shall be as indicated on sheets 8, 14, 16� 26 9nd 26 of 26. of PlIol Evaluation Document (P.i drawing No. 20-176. _,,,_,iVR_!j1ffi-&_ .�Iil!, A i 11 � "!ol _,, �%i� _' _*,'�Q,i- � , _V .. - V '* � " ` - El ,___-�, 111� � r,��­ � x_ . - �Nl,,� ­,­ . . - - _Ta�. - Z"-- � S - __-____fM AA11-57 '-, %; __ , ''_ � __ � , z , __ � : - , , � ., = , -, 4�.I. , � - * = I . 1__" A�_ ­ .1 I � �� -7 - �'s � STWE OF "oz �� -11 .I.-.1 - �___ �_­___��,, jl� , , , i-�,-,.-zK),,-_1 -%'1&0� -, - , s �, � J 1 , E'e'l .I _ , , e`�,., -4 � � - ' , %V � _ ,� I *t , 6llrl I,, - 'l "", ,,,, � � I , -.,-'I rN­jj1 I - - a � �� -Ec=k-7 " III 111,fc�1,7 . ­_­ �&- ---- � �Z� L, _E" �', ,�,,,, ." _ _Tt�� Ill ­ ,N1 . . . : I I _- J 11 IA1, L 9� t 01, F,­ , 1, � -­- �_�_ - �� - 7;��.7_fzE ­_­� -_. ,,7� � I -IL, �- - �.��Ii7eHR_t� S�XT � A�� WE 11 TI)N(71 ,, � 7 � �­ '� 6 Z� � . rc� H . �'FEI:ri �� Fe"' Pl ,Y�` 'I F' I �F I I I 11� I rNL'T­ _ - :2,:FA xh� _ 5 '� - - --- - - � r , 'A �,'41' -CI�IFIN'j, A:I, ,I�Nrll� Iti, �91.r, �r , r � � __ __E - - - III, ,� �r rp,r,,L­,r� � cl,l I I NA�II -a-TE ,,� ,�r ��� a-- -N :F"�''rlr'l[� f" "l el"'�FF 'C"', �___ _� % I , I t1l ,,I�L�FN', F�r I'l :::I :!: I - l:, I ,:;'�I: , L'',II IITI�,f: edljl� I 11111III ,.:I ell 5lr�lr�. � V 11 i , r 'r j, I- , _�t . ,I: ,�:, ` & �II II 1: !III, I 14I , 1 r� . , � I, IA�ldlldlldld 11I l IL1101 II1111111.114 IIIIII'l 'I'Mr ,�p I ... 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I.I.I.... ...,...'s i 8, �, K . u��T F,�­ , �( I I, � " , , " I % � S 1:11I I" Tce� �, , ' I T: 2ro CAGE CALII SN rt � Se OEM Poll � ,4,, N', :,,I i :' NO 4 16 1, 4 � . - 4, , - - 11-n - I 'I � __ __ - - ­ i R iz ­� I - N 6� SOLID - SF ',,WlkZ -I,." 1�� cl-IT'ITI. 7/� .- C��F_�E N --� ­� !1jS Ct,,Eal , � - r. ­r . � .. ... .. ­­--___ - . .. 1. ...- ­ �� I - ­ Ir - - . - I - I I N�Ell I � , '- C; , — ' IGLORAL PROTECTION PRODUC , C.j ,I,�,./­c N �r 4 -,I �47,� _ ,� ,rf, � � " � ,�' ,� P. '0, I � I t_� L ! I ' A _ 2,, W L ,,Sttl.;__� - 5 ,­_ __I,4- ­01- �,,�Ual M., ,Q� ��­ � TS It- t __ , A, ,7, � I V4,NI. , � � I , rj . ,,, * tl�, qt _ �7 ,J,. , :: �, '. I �.K " - SiA7 n;r - _� . IILIIECOiac � P I - - - E __ _ - 1; -P . - - ;_�_­_ - - - - . �6. , . 1, r , r 1.� 1 0 * ,e�l� ,,� �- - - 7 ,,�­­ � � L, . . �W�__ I! `� ,S� �­_= - 20 - T = I_ -1 �K - � k F - R 0� _� �� . i= I - I __ ,��.� _­­,,�', I"., ,� ,5�� - . ,­ - i - W ­ - a - - �s - -, ­­ � __ -�FtIEEW_t �_�:��_ � ��= """""'Nilim �,�,­ 9— Ill � �­ F- - �� ` .. - ­­ _­ - - S - ,----- r - _E�!�_--_--_t7 —_--j-'_ , " 1!RQ&U(1_LYALUA1UQN _­ il-, , !I4r?-_2s__q___1LU I 0,,,,MATF-R-(&L-CliARACTtR-M"ICSI AND SPEIG ' lf-�J.CXTIQNZ� Shall be stricitt I li, in accordance with General Notesand Carnponents indicated or. , sheei 2 and 22 of 26, of Product Evaluation Document i I ), drawing fha�2(0­176. ArecAor spectfications shelf be as Indicated on sheets 1, 7 and 9�1 of 26, of Product Evaluation Dincurruent (RE.D.). driniving No. 20-1713- 7. L.11AIT&-T[Q,N-$.AND-.C-QN-QLTLO-W--OF USE: 7. 1. Shall be strictly in complizi-tce with General Notes No, 1, 8 thru 'I 4, indicated an sheet I of 26. as well as General Notes # 1 thru 4 and I 1 thru 16, bidopatea on sheet 2-1 of 26 of Product Evaluation Document (P.E 0.), r1rawing No. 20-176 prepared by'niteoo, Inc, and signed and seated by Walter A Tillit, Jr., P.E, T2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1 I of M Florida Eluilding Code. 7 3 Product sliliaill,orily be installee Into poured concrete, crmal Pte block, arid vrood harRE? SlYUCAUrM Product Eysitiation Report propervid by WafterA_ Tillill, Jr., P E. (Florida License NO r 44167), President of Tifteco, Inr_ (Flunda CA410i'i ""IIII ,,,%ll k T11 -­-­ " ­'ll , ,,, "-vK­ -, � ­�- /- Ve 11 - . , -,I � ;fz�r, - " �, -�p -, � , \l Eiii,l � , - - 1. , % . � I.., ­­1 � � ,� '- _ �l.--�---.,,-,�..�,�i,��--..'�:.��,I 44167 , I � - r � . *= , __ - __ r"I � - -* : - �i , ,�Q, z I' I .1l N5, -2.il_,S�. " "AT E CR i' it � I .. ..... � ��!i ��,_'_,2��=_,__.��'_ It''I'll _ ,,rr �tl I C _ �,,_ , I ��,l <,k, 1. � 0 R 00 �, rN ;� � I le� , " � � ­' 1 �11�, , 'j, �l , � � , III , l I'loll, I IfIlijP'l, t�,� �IYF - Wl 0:� TIL-ECO AGMON RLCORDS , P, iT, REPORT U I 130cll PROle(TI0r] FRODUCI 3, I l � 20 GiNnE IGAILVANEZEVo STEEL STGRM PANEtli GPM 4' 20-1 7$ I, ln��.FiT 4 2r1,07V,.W /111- . .. l'_',_l­__­_.. NN, 01,10,10 ,I - I­i��_, \ iNI 4l" 1 1 11.1.11 C 0 IN C�� � I "ae",�,11.11.11,11�'ll""I'll-����,,�,� .... ..... �,,�,�111.11,11,111,111,111,'ll""I'll'"'�Ill""I'll""Il--,��,.,�1--��ll,,��, �­.­!I, ,I 1 IT I ::, Ili 1111.111 ... 11111111 ... T18111111114115 I, IIINGWW�Tcpftfa 0091ill"I'lElitilit ii ___ - __ ­ � � - ___ - . - _ - _. . - ­­­ ­ - , ... V,!lir,TFR A T!Lj -',-['L �=L' 'f- 11 I [ I CN"� �i ll`� F� I NI I �I, T - , I x� �r, I �,,, � r IPR 0 MCI" E NIAL-V ADANX 'RE V Q R, [ 1, � , ,� L ,'­l � � � "K­ , 1 - I � REPORT Ill 2"727-02 DATE: July 27, 22020-1 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Paril PRODUCT NAME � 24 GAGE GALVANIZED STEEL STORM PANEL IMANUFACTLIRIER� �,-P.I'A:�t�-aLpf0t.ecti�n-P�r-oil����t�o:I I ... IX 4800 S.VI 51 Street Daeete� Fivreta 2QS14 1- PURPOSE OF EVAL W - =,-- - -M This is a Product Evaluaticin Report issued by Walter A. Tllll� Jr., P.E. (Systern ID # 1,306) to the Global Protection Product-$, LLC, Rule Chapter Noz 6IG20-3, Method 1D of the Florida Departmemit of Business and Professional Regulation This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the, Florida building Code, and to verify that 1he product is forthe purpose inlended at leas, equivalent to thlaill required by the Call This PtockedrEvaluatiort Report shall be subject to relediew aniii le'litiEkEn I" caso os a Buill t0odis change, that nisy Affect i's limitations and GoirwfilcorIEE 2-,,.E�YliD.EKCF,---$.Ufl�WITTER: __ 2-1 � PROOLI-C-T-EVALIJ i _Q_QG,_UWEE1 --P- Ii Drawirig No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL-, sheet,-; I thru 18 of 18 prepared by Tilteco. Inc.; signed and sealed by Walter A I iffi' Jr_ I dated 0711171232fl- T his drawing is an inteR.WTVk'"Ill: , EV a-Malton Report. ,� 4�t . I. 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I 1,�, - D , __ _UAIL � AT PANEL �A 11"I i4­ I � __-_� - �_. - , t- ;WTI , , U! p, 11 I ­ � � 2 : I I GLOBAL PROTECTION PRODUCTS, LLC.I . - - I - �� SS: , , I "�","', __ ;4;;.1 : , Inc ! �K� - �t �ii6t, � � � li z:V_!&1.LC �FM�­ � grr­­ 'j,­ , _ , __ __ � L - _- i - - I-,----.------- �,�7 ,fs7,.G * K­i1TV1.z_ .. ft n­ - ALUM] W-10-All - �_ ­S'-_--� I/ IXII�­ --- I t - �_. — � - ___ i - i-111-1. - ­­_ - - �_��M___ - I-- 5-F. : A-Z lit - - --I--- — �Wr­ �� ­6��­1�11 ,,�Fl ,­ I r , � ­ , ,�17_1 �fL ­ �­t ",7M ITTF,� . - - - - - . .� -- �� ---- - --. �_- , 1 -�tm 1',��! �,. �' � 1. � — - - ____ - - __ - - - � � _____ T ---- -- -- ---,-- I I L - - � �__ a , - - _ I _­1 �_�kl ,� , �.- I I I I � . . . . . � I , . I a F 2J., TEr$T,RF_F9RTi LarTyI rilicsifc, impact III tests "arre, performed under SSTD 12-99 eitandsocl as Pei sectiQ'I 4609"i 42 of the Florida 9iiiialing; Coldis. Uniform static leads as per Section "I 709.8L3, per ASTM E-3304 7a��tre�%)�lsorep�aredl)yArneeiQ�inT,e5dvl,,g L-abofSauth Florida, Report#0814,01-01 dated 0311V02 witnessed by William R, Mannar, P,E., Soriz Moroz, P,E, and Henry Hattem, P.E, ano Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edrrundo Largaespada� P,E. and Henry Hattern, P.E. Large missile impact and cyclic loadings por Proliviculs TAS 201 & 203 asper section 1609.1.2 ofthe Florida Building Code- Test Report prepared by Arriencan Tal Lab of South Florida, Report No,. 11-1-&01-10, dated Novembel 2010, signed and swied byJullo E. Gonzalez P E Tensile test report blo, 9CM-198 by QC Metallurgical. Inc;, dated March 13,2009, s�gned and sealed by Frank, Grate, PIE, as per ASTM E-B and Tenslie Test as per OC Metallurgical Report No, IOKM-1.318, dated December 1, 2010 sic gred anSts,lWed by Joerry Jecinfall P.E. as lcer,ASTM E-8� V, STRUCTURAL r .Rlpi .CAIX , T_ 5- - ­;NCRINEF Q <, QLA KM Oil 24 Gage Galvanized Steo� Storm Panel tor rraxhTlium pand length tIs, design wind load, as well as maximum anchor spacing vs. desilign wind load and panel lergAh based on rational and comparative analysis, arid in accordance with section 11604 of the Florida Building Code Calculations prepared byTiltecal, Inc., acted 12,118110 and 08/27113 (for this revision), signed and sealed by Waiter A 71111t, Jr., P.F_ 3. MISSILE IMPACT RESISTANCE: Lani mills'll impact untler section 16091,2 of the Ronda Building Code, as per SSfD 12�i -Standard and TAS 2()l � IIIIN Ill LQA ,.,,D r §.,REfp � _N$T .Ai!ll _-­Wj­­.­ r- Q 24 Gmagn Galvanized Steel Storm Panel has been verified to susialirl wind I fircibrull Maximum parlet length shall be as indicatad or; sefteeriq 3, 01, 10, I 1, l2and iTofl8r,(Pr,)Otic�!E'va�iLl,atiionE�01,L$rnlO3f)l�(P.F.11 )I, drawilrioNo. 20-175. Maximurn Anchor Spacing shait be, as irldii�atlad an sheets 5, 9,10,11, 13 i 16 and 18 of 18, of Product Evalualion Document (P.E.D,), drawing No. 20-175. 24 Gage Galvanized St" Storm Perot has been verified for code compliance to work. as a rion-porous storm shutter assembly, as per SSTD 12-99 Standard. -Jill 4NINI- II I, A, T& ­.. . �..... � � is�Q,EN ' - - - __ - _��__ s1k,", I - - - -�� -�- " 1. - __ S I __ ­ .,�_z - -14 44167 ,. , ,I -7 Z �2,- = !!� * . * �_ I ____ ­f_ - I __ 1 i ".0 =-'s5ff OT ...... , , ls� P ,� - $ , ��, 4?" ,-� ,'I G Pfoll?� ., �4�, .4 ,,,, 'ejr�, ­ I � . . I - - .Ic,�,, x0l ________________ SI WTALLATION; installation she$] be perflonnad sirictly in accordance Nifith details Indicated nn sheets 3 thru 8, 12 thru I 8 I 6, of Produci Evaluation Documank (P.IEI,D�)I drawing No. 20-175. Minimum separation to glass shall be as indicated on sheels 3, il 13, 14, 15, 16 and 18of i8, of Product Evaluation Document (P,E_O), drawing Nal 20-11TS. 6-. MATERIAL CHA8AQjEAMTjQ3 AND aKCIFICATto , W Shall be strictly ir, accordance with General Notes and Compox-tents indlicateo on sheet 1 and 2 of 1 8, of Proauct Evaluation Document iP � . E,D.). drawing No. 20-175. Anichor specificaticins shall be as Indicated on sheet I of 1 8, of Product Evaluatiori Docurraint(P.E.D.),drawing No. 20-175� 7. L:,INJTATJON$,,Am-D--co.NDrwNs�p:,E.usr;.,, 71 � Shall be sloctly in compliance with General Notes No. I r 8 thru 14, Indicated onsheel I of 18 of Product Evaluation Document (P.E,D,), drawing Nol 20-175 prepared by Thteci Inc. and signed and sealed by Walter A_ TIfill, Jr-, RE, 7-2. ProdLyl shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code 7.3, Product shall unitt be installed into poured conlarrie concrete block., and wood franne structures. Product Evaluation Report prepared by Walter A Pill I.I.Ir- Ii (Florida License No, 441il President of Tilleco, Inc. 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D 7 r@ ', I P�� ku a ,Pk P6 ` v P + 1 r II �„ �I yy ^u"U ' N�tl�l I i3"Y F= eA s Z t- I. , PA u g�A b x mom. ly N W uj �p Md 1 ') -6-r a) M (D " U N O +-" I C O � CL 0 it .0) U -- � V O O O - CQ p > � � O 0 l< i1 .= �V/M V) u ►I II r "riu 1 Review Is Revie Assist, In phanCe Ce►npieted and a1 by Debt ►th the 2020 FBC An ne Klahr PX2.4n ^^)1 (^W i (/�\1�\ V O L_ Cn ii Q U `O i f U W �(A, C / M W LU Q Z Z Q J SHEET NO. SH �1. 5 1 r--r,:,—T—r-- - - - _ :, I , 1,.,,:��3'6.'I.� ,r �'.,tRf.�a:�..i ;,:IfYf�P era, 248°° CE'I1AENT PLASTER -- — - h1 12 1 DRYL,.OK C t,41J - MAS NRY BILOC K EXTREME WINDOW FASTENER ' 1 i SEALAt`T AT d) SEALANT JOINT + WINDOW DUCK TO OUTSIDE EDGE OF - MASONRY WINDOW BUCK— _2, SEALANT JOINT a) SEALANT I rII,1Iup w w o INSIDE EDGE OF WIND W I i iilr. �+ .� ', ". r' 1I'VINDOwISIc,i,.,K Ai. ii I r ; vrllllilll,li.roilMi BI,I('K . AND k.°.,,,X71END I0 / —WINDOWI RAME iJ'IA+SONIRY'--..__... _ `' T A. TA(FiIED N PER CODE 6) TOOLED SEALANT "' REQUIREI BEAD BRIDGING ` CLADDING AND WINDOW FRAME 3) SEALANT WI1�� _'� FRAME T( WINDOW BUCK ALL . HE WAY AROUND„ INCLUI INQ SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAL] DETAIL APPROVED SHEATHING APPROVED'H(DUSEWRAP STRUCTALAtH TWiN TRACK 2.5 314' CLEMENT PIASTER 12 MIL (min) DRYLOK F_XTRFME APPROVED PLASHING _ TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ;. is Ii k� �� r -.-, ► -■ WEATHER RESiSITIVE BARRIER ram, r WEATHER F'E BARRIER & tARILY SECURE WOOD FRAME CONSTR, EXTERIOR SELF -ADHERED FI ASFOI+ SHEATHING BY LIIIPPIIfdCF DOWN OVER RII1A 1O[ST AND UP ., WALL �.� � I, IN. 'FEATHER RESISMVE RARn R sFAI. TOP-5 OF J015TS UNDER DECKING (SEE DETAIL WP07) ED FLASHING , HEAD FLASHING TIE-IN INSTRU''XTIONS: 1. Cut„ fold up & temporarily secure weather � ril barrier above header to allkowr for fhvstiing In tailatro s 2 O ��. Self-ridhc,ra,(.l flastlirlt� plus iniwar"f flasher . � 1under b weather resistive stive arrio!r° 3, Fold weather resiharrier bark over head flashing acidsealWith tape SELF -ADHERED FLASHING Scale: NTS j j�'j FLANGED WINDOWl '.J 1 FLASHING INSTALLATION AFTER WEATHER PES.CTIVE FARRIERW W S DO NO' 80110 Fi_AAdG WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Defer to the number r1llarlred as l" ? in each detail that corresponds to the numDel items [it the list of Instructions below: 1, Install self-adl"iered flashing in order as shown by numbers 2. Install flashing ,and weather resistive barrier to form water shedding laps Sel 3. f=adhered flashing can be substituted for building paper 4. Split the release paper using the r ipcord (Split release on demand, embedded in the adhesive layerj _ for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation Instructions and adhere to substrate using a square piece of flashing material (6" x 6" Min rnurn) 6, Fold as shown by arrows T, Angle of coiner may vary, adjust folding of the flashing accordingly to fit tight to corner 8, Mechanically fasten as necessary 1 r�nanF,v�.a SELF -ADHERED FLASHING DECK JOIST 2'.x FRAMEVVI!LL TILE FINISH "- 1t2" DUROCK— a,I;HIN I AM W P07 A&ATHER R _SIS T IVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WiTH DECK - SECTION A BEAD Of C'ON'STR= IAI.)I1I SIA1i: TO III .' A,i- PL,IL:C I HR&" SH( -D LgyT�I DOOR 0LII'�',II'1Iti B I„. US12L LIQU[D P ! R EQUAL WEATHER PR( (SEE SLR,, j ,JaEF I.7L 1AGC. FiI SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAH.1AIPl?"7) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 81° CM0 _ 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT ._ ELOPED MUD RED...,.,..,,1,I VINYL SHOWER PAN a°. _ _... �_ - .,. Li -- d ,TM - •g --- '° ° 4 w 49 - --- - , SELF -ADHERED FLASHING OUTSIDE CORNER iZ a- Lu C) Lu UJI L!J a cq WP11 << WINDOW INIT FLASHING REQUIREMENTS DOOR ROUGH OPENING - SLOPE 0.3 in : 12 0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 614%1" BEAD (DIF CONS .i (0. 6 cm : 30.5 CITE) include flashing as described in Section R7034. ADHESIVE DD BE APPLIF [ 1 I„II°X)r:fq ...... SELF-ADHERFD FLASHING I1R',=SI-IOU) i 1 exterior I manner h ri1 I r RETURN ��, ���- .�°,��ixB � ,��,� � i1,II;I{, _ R703. I. � star rlsistance. The _ to wall envelope shall be designed and constructed in a that prevents the accu a dti Ji"i of water NAI>Bi,AI..Ie" k I. 1i1L;Ps EXTERIOR ,� ,,.- ---. within the wall assembly by providing a watei -resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PR OF C -AWLK - - CEMT. FIN„ SE; F ADHERE a FLASH111,iG BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WiRE LATH R70.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and Freaks, complying with ASTIR D2 C for Type 1 felt or other -- suBrLe i-7777 °----;-� approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 1 asphalt felt shall be applied horizontally ply e pP p pp y S c� PLASTER STOP CONTINUOUS ROD & SEALANT k with the upper layer lapped over the Tower layer not less than 2 inches. Where joints occur; felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt p p felt or other approved water -resistive barrier material shall be continuous to the top of walls and term!ina'ted at penetrations and building T p� appendages il' a marlrlel° to meet the requi FlIM J0[rements of the exterior all envelope as described in Section R703,1. _ y I R 0�_ star resistive barriers Water resistive barriers shall be Installed as required in Section R703.2 and, where applied over Wood based _ t sheatl�I,rig, shall Include a water resistive vapor permeable tea:=nor With a performance at leas_ equivalent to two, layers of Grade D paper. The I, 2 c individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in ~F accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CENT. FIIfI H SILLI' F'OTSHELFi CHIMNEY SI-iOiJLDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WP WP equal to or greater than that of 60-minute Grade D paper and is separated from the stuccoby an intervening, NIEC i�iJaNI� I LLY T A' i'II J IF I" L)BBERIPEi3 RUBBERIZEDASPHALT P tT .-. substantially nor" water -absorbing layer or des,igne l drainage space, IOEI'PL 1 IN F_..,,•.YIf,Or,PPLR!Sl AL)iIsiVE "TAi S! I S [ III: I,T.i��.E1_F �c,mm iLiylip„u 1aiFAL r A� R103,E Flashing. Approved metal flashing, vinyl flashing, self -adhere d membranes and mechanically attached flexible flastl,nshall be, aPp l,lo,dASH, rN°,11, �I�.4�, e_, � ^ ,_ g COL �.HEREGSASH shingI -ashron or In accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant, FIuId-appled membranes ANGED i used as flashing shall be applied _n accordance with the manufacturers Instructions. All flashing shall be applied In a manner to prevent the e l SCORED entry of water into the wall cavity or penetration of water to the building structural framing components, RELEASE PAPER Self -adhered membranes used as flashing shall com I with AAl-AA 711, All exterior fenestration products shall be sealed at the juncture with - - g py' - - - - p - r LOESCORE �,r,FvSE the building wall with a sealant complying with AAMA 800 or ASTM CO20 Class 25 Grade NS or greater for proper joint expansion and _EN"M A °�' a_A RAPEP T� ADtIESWE a contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 1I FP010 3TTCINAOF flashing in exterior wails shall comply with AAMA 714. The flashing shall extend to, the surface of the exterior wall finish. Approved fleshings APE HO.F shall be installed at the following locations: f ", Il 1.1,Exterior windrow and door openings. Plashing at exterior window and door openings shall extend to the surface of the exterior wail) . Faish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 1--x 1 _ ow a 11 i shall comply with AAMA . 2 Flashing at exterior find _ and door openings shall be installed in accordance' with one or more of the �2 I following: 5 1 A The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the dashing manufacturer's instructions. Where flashing instructions or details are ''` not provided, pals flashing g shall be installed at the sill cif exterior windowand docr openings. Pan flashing shall l sealed of sloped in such a manner as to dlrect water to the surface of the exterior wall finish or to the outer resistive barrier for subsequent ° Ste` ) drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2.. In accordance withi the flashing design or lmethod of a registered design professional. l 3 1,3, In iaccordaltice With other approved rnetho'd's. WP05F- IHERED FLASHING �Et- AD n r' I° FN . E 4 INSIDE CORNER "'06 Wt1J 1.1 l _accordance with FlvttA AAIA 10D, l=ltA AAIOA 20t1, F ArWDMA 250, Fl1AAiAA�1 WDMA 300 or 9AlAAIIA�WDMA 00" 2. 2,At the intersection of chimneys or, other, masonry construction with frame or stucco walls, with projecting lips on both sides under - - - stucco copings. l —: round - - 3.Under and at the ends of masonry, wood or metal copings and sills. l i , 4,Continuously above all projecting wood trim. t= 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. _- 6,At wall and roof intersections- Vvptp4 ResisIrint Farrier 7, 7.At built-in Clutters. LF-AOHERED FLA,W,FTING TCH HERED FLASHING 12.,�1 ( WP08 I kIIIf OF Sa^ F ........4 yr{ARl AGE #-ALPI,F_ 4NI•t[YS ,,)ND BREAK 1 1Z e -SF LATH } ,, 1 IRFAC:L T`,'Y.1F AS loll AdR ,y la THIS GAP IS A RESULT OF „ NATURAL SHRINKAGE f iD nl(A SEAL u u II 111 i o I°.,L , 11: SOFFIT/CANTILEVER Lath Sheathing sluc(m LEGEND SELF ADHERED FL.ASH Nc (SAF;I DRA9i�t���F PLANE DP WEATHER IRENST+ANT BARRIER fA € CND BREAK WEA1 HER RESISTANT BARRIER - SELF F R f - TI-I PLASTER- ACCESSORY OR - SI EAT1 HIN O=SB•, PLNWOOD, DENSGLASs !� � STRU' TURAL FRAMING � STr� r � �r�,�,L SNSP,TFifPif STRIP : �1 SAF __- -Y� -D A.IIIaGE PlI WRB BOND,fREAS �NRI-s ��[, � i f •,,� SSE LAI'i-I ER STOP— A Ni_I t RAC:l I ti _ AN IL TIIIIOLA" FINISH Cement Plaster in accordance With ASTMC926 over woad 2nd floor • ! IlrfIN i - 7/8" Cement plaster in accordance with AS -I MC926 Felt backed metal lathe in accordance With ASTMiC=1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weea Screed Installed As Per Matullact. Specs. Maintain Botto n of WEEP SCREED DETAIL SCALE: NOT TO SCALE rt r � 40 IE • � •' 4 �► « •40 0 ! 4 - i 411110 • 40 IF' i irtual Revi Plans ew assist, In eview completed and a . P b nce with the 2020 FBC Debra Anne Klahr proved th Edition 718" Cement Plaster PX23 in accordance with A~STMC926 Felt bricked metal lathe in accordance With ASTMC'l063 ItI1Idlrtg Paper 7l16" O.V.B. sheathing Stampede orsimilar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cementitious Decorative Finish All inside ,and outside corner willl need to be Ii niter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all t it >li i » iV il; [:, of •m,'6i ie;ridlii li,'Udtl ,ci_;<I,i nlla�il: