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HomeMy WebLinkAbout6502 Bar S Bar TrlI=L1.1 lmmlm' ILIA■I■�■iIItYJrIWl0101 lllm II�u14��iW� ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE SIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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 I SYMBOL LEGEND: I ❑A = STAIR CALL OUT C - FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT CDPRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 SHEET NUMBER 0ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 1 --SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All 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, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NA118m LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VE­�SION DESCRIPTION OF CHANGES SHT NO: TITLE 1 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED q2 1STAND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS AUG 0 3 MZ Vm /\ viRTi ;,. YE.,EW ASSIST Virtual Review Assist, Inc. Plans Peview (:omr,,IFc' and aporoved for con peal Ice Wi►I) the, 2r' 20 , i__: 7 th Edition by Debra Anne Klahr PX2300 1-'O%EIV AUU � � ZUZZ NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N ' 141) N 777� v Ln o 00 Lo z w I"44 • ✓U Q o z Q LO E 'M UU W L Co N (� V a a0 v ° = O .r :EOM � 2 g _�M_ �.� O8 ° Q vs3� .0 < �N V w !?� p EM m W L LLI w J WWw te Q F-U JLL 0aLL�0) � _o�av)Qowomz < 0 Uj ��YZz�pz =) 0XRaOz� n Z a-26 w�_�WH �z0S QCa D o� O ��w sl CD O Z W 0 F. F5 5 ti O 0 M Q U) Co � W a-tf) co Elf (L2N- Z U ZW0 W J 0 d' N N O N r N 0 0 00 co 0 0 N 0 N 0 N N N O CV O N O N O N o N 0 CV 0 N M N M O Lo m O m T- N O M M 0 O C 0 0 Nj 0 M 0 '-Tj 0 61 O 6 O f� �r CO Z Z O W O _ W0 Cn W 5: Off-0 }+ 0 Uo 0 Q L(')� to ZW�Q Q (V =�moZ VZ�w W}W2 >-2Zx M Q_ZZLL (� w N Og2z Q VU)Zz Z Z �Qo U g OU o W z z CSJ " LIJ> M r-- LAST PLOT DATE Apr. 25, 22 z O — J COVER SHEET ■l�II�R .. ,,L 1 1.1 III_ i i l- 1..L I. PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9-1/2" WIDE RECESS 2D 1-1/2" DP X 8" WIDE RECESS 30 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7o WASHER 8o W/H 90 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 1 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM Q 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. CC PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 4 x 30" x 6' #5s 6" O.C. EA. WAY AUG 0 3 2022 V7 /\, v/RTV!. fit: EW ASSISI Artuai Review Assist, Inc. Plans Pevi.evv romrir t-p.� and apor^•'!sd for con iaoc2 win the 2�1 0 rp :"th Edition by Deora Anne Klahr P 2300 FOUNDATION PLAN- ELEVATION B 1 /4„ = 1'-011 - N N O N F H t Rp a J Co 4) 2 O w 0 z Q ^` W E L '='o u M 0' can t� �°_m uC) Co') 2 O 2 .� o U- 8 m s .'. •� Z_ EC6 9) L O a Q. Lu uj w wwQ "' J it �zw xu)u-UOu-JO W Q V ��g J 0 :�X ZU-w_zm_jo -- ~ oZo�OO�mZ� 0 � H- 000 �LL1 �(L Foww�'cnwxQ, JaQOw�2zwzowc�oa � O Z LL �pw �f- -�_YZo a Q OQ wO O Oaa- O Z N Ow O M � CIF) 2 U) ozQ W l') F_ w a. _M Z C) z W W J O O d0' N N O N I ti N I O O o0 CoCID v- 001 •- 0 N 0 N 0 N N N O N O N. O N O N O N O N O N N I O �� I 9 M � N O M M 0 0 O 0 0 0 .Lo ; 0 0 N 0 M O "T O Lo O CO CI I-- I Cr CO w_ Z Z O WZ.) W w (n > }I O Uo—o 1­—o a a Lr � � awl=- Q 0 Z Q I—w�a =m0=z c'V C�Z�J M a,ZZLL Z W (o w fV O-12z QV�zz . z Z �a0 U v a.Oo m z z w w J N w Co PLOT DATE >LAST . . Apr. 25, 22 FOUNDATION — J P AN B 0 co LO A S3 8'-9 3/4" SH25 HD AT T-4" EGRESS OWNER'S SUITE 13'-0" X 16-11" 8'-8" CLG 7 5/8"t l T-4 3/4" �. 5'-6" DRAIN — SHWR HD & VALVE 7 5/8" HB 13 OD (10 OD N 6 A7 5 w( Y( OWNER'S — 2868 BATH 30'-0" 13'-3 1 /4" D S3 00 1/2" LO ti 5068 SGD 0 BRG WALL T-11" LIVING ROOM BRG 15'-2" X 16'-3" WALL A 8'-8" CLG Sy 4'-6" 14'-2" NOTE: 1 -2" PROVIDE 1/2" PLYWOOD 2-41 DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. (PER FBC R302.12) TILE KITCHEN � 2 6KNEEr;TO --------- 91- /%" X 1 4'-2" AT 3 1/2" M REF 8'-8" CL - ( ( N BRG i a, WALL f CAFE _ 8'-6" X 14'-2" RANGE W/ HOOD O i : J �- " g 8 CLG 0 U o0 j - 0,O i ih ,1 ij�'.= 1 ■ HB g 75 n N DRYER VENT JTILITY o CID � , k 4 A7 N N PANTRY � HANSEN D PWDR E3 BOX W/S AT - _ GG U) BATH 6" WALL 60" AFF oo S3 J d 1 ----J CD N RG _ HU 2868 S & R WALL - — — — —�- S/H 4" INSULATED N 20 MIN FIRE RATED DR 00 N LINE OF FLOOR P WALL W/ WEATHER ABV N STRIP 2) 2X4 22'x36 B.U.0 W/ PROTECTIVE ATTIC HTT4 AT - BOLLARD LACCESS BTM & 1--- 1-- 4" INSULATED AATOP 9 U BRG. WALL--,,,,,, TWO CAR GARAGE 42" H. 7 1 3 A3 19'-3" X 20'-0" SLOPED 6 CC OW -- -- S3 WALL 5 CPT. 4 -- 1-- C1 p TILE FOYER 3 -- --LEI S3 1I2i I ----------------- --I UP i 1 113 TIE BM L (3 AT 1U-0" SH 1/2 35 H D AT 7'-0" z io 3 1/2" i TEMP. GLASS9 Im - F= Q ENTR_ Q 16070 '_ " '_ ' 13 0 66 C NOTE: SEE SHEET S-11, S-12 2'-3" 16'-0" 2'-3" 4'-4" 1'-4" 2'-6" 1'-4" '2382' FOR LINTEL CALLOUTS &DETAILS 20'-6" 9'-6" 30'-0" m W f- Q TIE BM TIE BM it AT 10'-0" AT 10'-0" IRST FLOOR f1/4 PLAN- ELEVATION B m W00 ~ Q " = 1'-0" E NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS. 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2)) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION B 1 /411 = 1'-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 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. 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 NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = 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) E] STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE Al16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT, TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE TOTAL SQ FT = 2833 SQ. Fr INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTA! L BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN INSTALL BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) AUG 0 3 202Z V � vRTC.,, �%Iftl, l P'ev i w Q: S' `, f nc. r^\f �.d R�V,�w O"nP F;it C end ape. Plans r, > 4'1h for con tpllai l�ar N+Hn �e� 1Ctar� � Edition by Deo 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) end Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 1 -33.9 30.0 -33.9 N N O N LO N lU 00 LO Q • �<< Z w ARGva •F, OO w 0 z Q V) N LO E ? o M N d N J N U sD �� d a M A' = W ` t W ° 8 } � o U .N Qi ag w aN 00 "c i E S o a a V, w w o LU w uj w~Q W D:Lu �q~Z� Z C7 Q V Q°��cn„0�Ixc)U_0 =O0Q ZILLiI1OZ2 0wWa0'ZOWO0mZz LL �g !-Q~ U O Z Oo_�v�a.ww�_zLL Q�Q°g�N��wo2U <0 CL LL 00Q o 0 oQQ�Q F-LL O Z N OF_ U) J ti Z F_ M O Q M � U) LL U)ti Z < LLI HLq WcLce) W0-2� z V Z� W WO J O CD N O N N O, Oy O (m � 00 O O O •- �- a N O N O N o N 0 N 0 N 0 N 6 N o0 O 6 r o0 O M -1 N o cM M v O • � O a� O o r- o r- 0 (o 0 �! ,^/ �l 0 ; O, CDO N M O d O L6 o (O O I,.: � COU) Z Z o _ O WL) w Wv) > 'F"� U_o-� Lr)a.° ZWHQ MOZ fV VZ w oMo i-2ZW a.ZZLL- (� w N O _j z z UarU) z y<0 U � g OU O � z A2 w _j " Uj M o r LAST PLOT DATE _ _ Apr. 25, 22 Z— J 1ST FBLOOR PIN STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 rn ti RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" 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. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S� MDSTAM36 STRAP EACH 1 STRAP EACH SIDE) 3CENT�R�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. 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. ell 31 WALL SPLICE DETAIL N.T.S. SEE PLAN Auk A 3 it" ,,., z.:,Ew sSIS ar Jirtuat Plans omrair; and a f ue R�V� .N r 1 i; ith for Con Lpllai Ice `N'Anr►e Kla r P3; L;it�O Edition by Decxd N N O N �7 N , a • , co A.ry�yM��� .�Y 1N� � r- i1 Q Ap i{�� << 77 pp ARC--015 , uj Z Q N L 0 i E W ` L 'O °? O d ce)X. N u CO 0 V -0 m � 0 � _O T� Q v/ O U�� .—Z �V) V w flc- N c O co70v W L E F0 a a WO�~WJ 0 �� W O 0� VOUV. O� JJaO �� 000 0OZOXOOmZ5w2W aWZ55 "0doZYOwZzOWcap z LL �Zx Lu w 2 Lu � F�— 0 5Qz ¢ Q u. O F LL u_ i 0 Z04 w O F- O M Q � M r�- z I—_M QO < < Z U W w J� 0 J N N O N ti N i o 0 (0M000�� O N O N O N O N O N O N O N MOco Ln 00 M H O 0 o 0 0 0 Lo; 0 0 00 M 0 0 0 0 N v U-) Cfl 1` cr CO �^ w Z z O O w Wwv) U V_0�< �WW� Q LO Zw~a Q =m=Z N �Z�-j 00 Z M CLZZLL m w w N Ogmz LL1 Q V(1)zz a. . . se z Z T<O U C.) a O 0 z Z z w J N N uJ M LAST PLOT DATE >r 0 0 Apr. 25, 22 Z C) J DETAILS �glll�l�1'1)n1�1�!111n1IIR �Ag9rl I 'I firlr4 30'-0" CTCl: C CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /4if = 1'-011 30'-0" U U U U U U U=1063# — E A U=1063# - - A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED INFIELD IF NEEDED ¢ ATTIC ACCESS' A1A —77 AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 U=1088# A5 U=1008# EJ7A 4 A7G C3 G U Q M t¢ U U U 6-0" 12'-0" T-2 1/2" 7 7/8' 19'-10 3/8" U CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4" = 1'-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r—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• FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE 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 VZ/\AUG 0 3 2CL2 VIATI,a,. It,- Ew ASSISi Virtual Rev,Ew Assist, Inc. Plans Pwile,v t omr ir: eEi and approved for con -pia► ice W*,11 the Edition by Dewa Anne Klanr IR — 00 HEEL= 4 1/16" PLUMB 12" HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -61 30' Span or less 30' to 4an Sprear 80 degrees or less 112 I I� 2/3 to 1/2 I Tag line l span app .. Tag line I span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY DESCRIPTION INIT. DATE created from 7A2 2386B A.S. 2/16/2017 LC9 JTH 12/13/17 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RR REV. RE'S JRH 8/30/18 REMOVE SCAB FROM B2 JRH 9/5/18 UP LOAD DUE TO DIFF Q LC9 HMT 1/10/2020 UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 2017 LANSCALE S1A4 "=1' i N 0 N LO N { o 00 f s J Eo ,� ry W ' C ` 9 '` z t, , W AR 5 '1, O r, z Q E N off^ d N M N N V JD -0 00 2 co C: O` u V/ =O W a i v TVVT •Ln U W �N C o EM 5 _ 0. a k uj W W w 0W W5�<2�coo z 00:U0U__j0 (� Q Q U ��oza,�oz2°o�a¢ Z a � O OCO OzO�00m �Oa�zYOZ rU_0Uj0 v 0- cn 0 Z -, - C -Iwo 0ILL =O DYZLL¢ O CN Z W O� Usti O M Q CO z 2 (0 ti cM Z U W W J� O d0' N N O N N O O O 0 r- O — 0 N 0 N 0 N C1I N O N O N O (V O N O N O (V O N O co V7 O O M r N O M M V -7 d) O O CO r 1 "0 '^ L , 0) � 0 0 N 0 I M 0 I v- I 0 Lf) 0 I CO I 0 I-- � M1 W WZ Z LD CDWv ww� 0) O vo �0 Q -0 -0Zw�Q a. t� �nm0Z < N , V Z j W CO >mzix M a- zz (� W N O -1 z Z Ua}W Ln z X U V OQp O � m � z W W _j N W co o � LAST PLOT DATE Apr. 25, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 —15 ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 26 4 = - ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 2713/4 = - CV 1 o r CV N CV 1-4" 211 211 1 11 FALSE FOAM LOUVER DETAIL TYP 8 6" 1" 4" 1" 4" CV CV 1 00 O 00 EPS c.4 FOAM iv BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL'N/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" _ _ _ 12 T.O.M. 5 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA ~' 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 it /4 = - PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV 0 0 0 0 0 8" 1'-0" 1'-0" 1'-0.1 LEDGER DETAIL 11 T CASING BEAD 7/8" STUCCO WITH WEEP 4" STUCCO BAND OVER FRAME SCREED OVER FLASHING 8 A5 WEEP SCREED lkl. 512 x ow CV = z 4" STUCCO BAND 5/8" STUCCO OVER MASONRY - PEI FRONT ELEVATION B 1 /411 = 1'-011 ELEV AT 18'-0" - - - - - - T.O.P. c=7 7/8" STUCCO NLu C,, OVER FRAME ELEV AT 10'-0" z 2ND FLOOR FF JOINT - -CONTROL ELEV AT V-8" T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED io 5/8" STUCCO F_ OVER MASONRY ELEV AT U-0" 1 ST FLOOR FF GRADE LINE 3AREAR ELEVATION B - 11-011 1'-01, 12 5! A/C UNIT AND PAD�2'-0" 1 SHINGLE ROOF Iice 1 16-8" 18'-8" 16-8" = �-7/8" CV STUCCO Z OVER FRAME CONTROL JOINT CONTROL JOINT �_5/8" STUCCO OVER MID WALL MASONRY WEEP SCREED 19 GRADE LINE RIGHT ELEVATION B 1 /811 = 1'-011 12 12'-0" 13'4" 12'-0" N = " OVER FRAME -i - - - - CONTROL JOINT _ - ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. '-0" A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. %/8" STUCCO OVER MID WALL MASONRY-, WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /811 = 1 '-011 ELEV AT 0'-0" 1 ST FLOOR FF �p\" AUG 0 3 2D22 . RT I'4,_ 'At' EW ASSIST ✓irtl.Aai F,;-\ Iew Aclstw, fnc. 'fans Pev;ew 1 011) �;., � ?nd apOr. for con l to Icy, Edition by Deora Anne Klan a G!-W.-u ROOF PLAN B 1 /811 = 1'-011 - A1, ^1 AA11 1 P 1'-0'0iy 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) ROOF GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) 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. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N 0 `"- '.' o 00 Ln AVy}. J Pt Cz C a J 0 w 0 z N W >LO 0,� o L O �? u c') N N cn �% 7 00 « M � 0 � 9 Tr v—! O m: Q � U 10 • to d U L" aN c o >V F- a a) w W H~ w J w 2 O 2 00, n/ LL 0 Q F- �� J o��< aa��aOZo0:0020z JO ¢< �Q OZ cn�nap�cnww�cn�Oo:¢pa�� �LL �aw`1dZW�V�¢ OW =O 5Q ¢ LL F-�w 0 Z CV O� W ti 0 F_ CM O Q w CO � (n LL I. F- WaCM W a T- Z V F_ Z ?� W JO O mi N N 0 N ti N 0 0 co W M N O o 0 0 0 N 0 N 0 N 0 CV 0 N (V N CD 00 Ln 00 A r o � o � ; o 0 N 0 M 0 4 0 6 0 Or,� 0 �- CO u Z z -z OWW wwv) 5: O Uo—o F_o a 0xwm Z w F=-- a � F- Q �m0Z F- � fV ('O Z w 00 �mzw 10.cr2z M _Zz (� w N Q VLZn . Z Z �a0 U a OV o 00 z z w W J " W M LAST PLOT DATE >r Apr. 25, 22 z 0 EXTERIOR ELEVATIONS B & ROOF PLAN {�IN41f lI I A�lI)fl�lellll � 1�r1AI�11A"MIT1WRTTog*I 1���R11A! �R'F*�ATl�sRR�1�l4R��Ir11�11AIeR� A �I�ROIIA� � ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1 1 -0" A/C f "ANIVIA SECOND FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-011 1 1\IC' PIP' I7 ^1 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK, 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM AUG 0 3 2022 V' /\ viATi ., t, t ,EW ASSIS I Artuat' Review A:s �`, Inc. Plans R,�:v;_­/v i ornpiutpo and a �,o ed for con piai Ice W J) the. 2020 Edition by Deora Anne Klan; IJ' 3�50 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET M TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o 9C_'S.MOKE 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" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A " ROUND OPALEX - ALTERNATE CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs SMOKE COMBINATION ORBON MONOIXED DETECTOR/ DETEC SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24- UNDER CABINET 24" =S-24- SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT IF 24 :�a 24" VANITY LIGHTING &67u_u 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING (, EXHAUST FAN/LIGHT ® EXHAUST FAN p�p DOUBLE FLOOD LIGHT W/ COVERS AND �J 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) MASTER STATION » ELEC PANEL M VACUM OUTLET AT 12" IZICEILING RETURN AIR ® A/C REGISTER QT THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. E UU �L r i 4) � E 2 S Uag < �N w Qv ^, U N C �O E W L ri m a a W (� oLU w CO w0H LU 5 aa 0it-_j 0 0DZ< aX��c0z20CHQ� Z0Z=wO00caCY 2zit¢0 o 0 Z LLa _jRazaZjOw0. _j<LLIuu a. o�W QLLOQ O Z W 0F_ 55 Z) ti O C U) CM � Q L.L w P IfIZCM �a'2T- Z U e W J O F CEO N N O CV ; ti N O O 06 W �- 00 0 N 0 N 0 N N N O N O N O N O N O N O N O N 0) N 00 O, U) 00 O M T- N O eM M 4 O , O 0 O 0 0 r — 0 C0 0 C LO j 0 0 N M 0 'T 0 V) 0 (O 0 r- e- z z O OLU owuo 0 V_o�o O Q LO (l) 0 11 w � Q F—LU0 tV O w z� J M y-2ZW aZzLL (� Lu (V OgMz V�zco . Z F_a0 Z U 0 0 O a M—M W o: Z A6 z z w J N N LU M LAST PLOT DATE >r a 0 Apr. 25, 22 z 0 1ST & 2ND FLOOR � J ELECTRICAL PLAN B 1" FILLER 2'-0" 0 P9 2'_6" 2'-6" T-0" 1 1/2" FILLER L 1 1/2" FILLER HOOD / \ / REF SPACE 4" BACKSPLASH VERIFY W/ MANUF :T RANGE / 2'-6" " FILLER KITCHEN 1/2 = 1 '-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR E�7 KNEE SPACE 2'-9" 2'-6" 1/2" FILLER DOWNER'S BATH 1/2 = 1'-019 3'-0" 2'-6" 4" BACKSPLASH T-0" 2" FILLER 2'-6" N - - m N 0? Oo ao "v O N FOOTING SIZES AND RE -BAR 3'-3" SHWR HD T PRE-FAB SHOWER PER BUILDER II VALVE � UNIT'2382 - B, L & M' - BUILDING SECTION 3/16" = 1'-0" OW NE NER'S BATH 1/2 -1-0 12 2 KITCHEN ISLAND 1/2 if- 11-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH Ll 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" = SSES AT INGS) )WN 7ION 00 0 M _ 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" 1 ST FLR FF c c 2X6 KN WALL 1 34 1/2" (:: 3 KITCHEN 1 /2 - 11-019 2'-9 1/2" T-4 1 FOOTING SIZES AND RE -BAR r7 WIRE SHELF ° "HANSEN" 220 V OLT BOX I-LI I oJ --- --Wi ---- --- Di 14 1/2" X 16" DRYER VENT RECESS I I I I I I I I ch I I I I I I I I I I I I I I I I I I I u I I I I 4 �/2 LITY 1 UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" AUG Q 3 20�2 vv\ ,,ATt i<< Ew ass+s Jirtual Review Assist, Inc. Plans Pev;e'.N P.nd a ^d for con tpoaiice wAn the 2�,2_:0 Edition by Deord Anne Klanr P'%,-s00 _ ELEV AT 16'-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 N N 0 N to N - O 00 ewe `emsi � W LO cl e Z WWC O „-A!7' � w p z Q nj E n1 i `'0q O V/ Q c C W E ` _O O O LLg m Q t u �� �(^n` w C) Co EM 7W L C V ^ 6 a a LLI W W W�Q �J uw, 0z z QI-1- JOLL Q�lUOO p10 XW HQF ZLly_0z20 a C� Z Omw OzOw00mpzU zoO z-u0p JQO a. 4 �-2wU) Q0� Oi 5 D oZ QpO Q U- Q O Il i O Z CN LL O� O 0 M Q U) CO � LO F_ w Q. M W Q_ 2 vo Z C)� W W > JQ O N N 0 N ti N O O 00 m 00 r- O N o N O�- N N N O N O O N O N O N O N O N N O i Lh 00 O A N O M co� 0 r-, 0 O 0 O O 0 CO 0 N U-) > o 0 0 M 0 'It 0 LO 0 O 0 ti I 00 Z Z O w C)�" _ 0 c) Lu �� U 1— o�o a O Q Ow�Q U Z L t- `— Q F- Q W Q N r=I�l`=Z v Z 3: J OMO W}WM >-2ZW �ZZLL w N Og2z Q V(DZU) z z �a0 � � t� g Oo W Z z z w J WN M o t— LAST PLOT DATE Apr. 25, 22 z INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2, SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE 0F EACHBAR EXCEPT EPT WHERE THE COVER DIMENSION IS SHOWN TO THE C FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4 1 8 DETAIL R1 EINFORC MEIINACCORSTRUCTURES)DANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI (MASO4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO 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 BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wRhin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpoand mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 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 8". 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. AUG 0 3 20 I Zt�".y PiSIS InT %Itlla i r�e;lE.N aCS`St, Inc. Plans ��V" ry oIl'1r�i:;;�', Pnd apnr�,�,ed for con Viai Ice W:1.11 vhe th Edition by Deora Anne Klan; N a` �. �.LO o 00 O Fj w z Q LO E W L > 0 M 0 VJ Q M C ff�'' N V °p d M ` .. U 8M n _O O o LL g t Ua� �N w ^` N C 00 E ri W L WO w Qe_j YWWw�¢ xgzwHJ�Z -JOf ooOO QOU)LL QVV �L Z-Z2 oo00dC 5ZLuV5crzZcnwaw Q0 z)� �HWi�waILL o� Q0Zp Q OQ =oQz4 O a U. i 0 Z N OW U ti U) 0 ID cM Q U) CM � G U) I r-� z Li i I- C� cy) < oo Z U Wz� J Q CD N O N CN O O C6 CO r- C10 O p p � r- T� O CV p N o N O CV p N O Ni p Ni O N Ch 4 , 0 0 0 CO 1 �° ,^ N i C)CDCDO N M d' CD U') co CDL, 1�_ IV 1 I I I 1 00 VJ Z Z -ZO ) _ W to 4-10 � O U a ^ Q v , H z L LU = m = Z V � W [V Z 00 }X2 2 Z X M aZZLL. C0 g N 0aIw a zz Z Z ~ Q U � OU o W Z SNO Q z z J Uj N N M o r LAST PLOT DATE Apr. 25, 22 z O STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-11,2" LONG (3/4"-1" CROWN STAPLES Ccp 6" O.C. VERT BETWEEI STUDS (NOTED THUS:—) - OFFSE- STAPLES BETWEEN STUDS AS SHOWI WALL SHEATHING 16GAx1-1/2" LONG (34"-1" CROWN) STAPLES (a) 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.2W2.1 SCALE: 314" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR TPAiJAX"" 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 4E11i STUB -OUT FOR "' GAS METER 0 — O CV H C G 000 a _ c9 O 1'-0" - a ' o u7 U 0 0 x • 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) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING W m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + + + + + 4--0„ + + + L + + + + + + + + + + 9�F + + + + + + + + + + + + + + 4+ +++ +++ + + + + + + + + + + + + + + + + ++ + + + ++ + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ ++ ++ + 15/32" CDX PLYWOOD OR 7/16" OSB `--RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: f FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONST!Z11 (Not required if both load&1S`1 Filler bl 1/8" gap FILL CELL STD. 900 HOOK r BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b 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 1/16" code for appropriate 1;or-20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam e Boise Joist Blocking Use 3" 110d1 nails at 6" mc. ci/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges io 6" A 1Y" ROUND HOLE MAY 6" 6,� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists 1124ZZ meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7- 12 V-0" V-1" V-2" V-2" V-3" 1'-9" 2'-4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" 16 1'-0" 1'-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000se 13CI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90se " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be 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. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.C: TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20/ HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ' e SEE PLAN FOR--''• J. . • FOUNDATION INFO ° a. ° d' STEM FOUNDATION GRADE REINF. SEE PLAN WV GriAzIt 4" rvl; SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. AUG 0 \/RA, viRTi 't IEw ASSIST ✓irtual Re:IEN A,S'St, Inc. Plans Pw,'� /V olrr,�:,,.� , and aper-�d for con tpllai 1c;e w'in tl je zr," Edition by D@Ord Anne Klan. P r_300 SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. � LOCATION OF SECOND H10A o° SIMPSON H10A ° ' ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION G I a c E qmf�R'-: 1=�1M I A;.T�f� ��J I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION rPLUMBING LINE i d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a aa a --------\. c --.— -- a� ao \: d�q _I I— \ n a. = a n i — - ly / IT, T -'II � �� - � - - - T �•. � III - SEE FND. PLN. SIZE & REINF. N 0 4. N J L'J4 r Z !^ LO ao LO Wc 0 W z Q 0 4) E W V so C! O C! 5 N V = OO u ° 00 9 M A' W ` L M O S � •� O U-8r11 0 Q sUa(< ° tnn` w Q - W O EM 5 L 70 0. 0 a W W N(j W �L W0uOz ix Z W F-Xf LLY� �i�<��WUOOo-O U O0Q CyXZLLOZMQ co9OZOo00mZZH HQp U �W0_0WWW0WW<pD_~iQ0J ZYpZ Owc) �aQ ajZWu0 a.U_Z Q Lu Q Q� U_ O u_ 0 Z N OW Cn ti O cM Q M LO 0 W (L cM Of(L2r,- < Co Z V W LU _J J CO N N O N 4: 1 O O 00 CO T_ 00 T_ CD N 0 N 0 N N N O N O N O N O N O N O N O N N CD O � C%4 N o M M 4 0 0 O 0 O C:) — 0 Cp 0 '^ V , N O O N O 00 O O to O CO O I,*- Cr Z z O wv) O }� W W U �.,.r O v_o2o _-a �O O ^ ii ''^^ V J ZX�X W Q 0 l.—m0Z Z N V Z J 00 i-�zIX M �ZZu- � ('V 0 cL W Q Z Z QO Z Z U oU oC m � a z SJ z W W 0 M LAST PLOT DATE Apr. 25, 22 Z O STRUCTURAL — J DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE SOFFIT W/A HABITABLE ROOM SEE SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL w MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER ,°O MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1 AXW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E ° 00 6 MIL VAPOR BARRIERcli D COMP. SOIL. I A T (COMPACTED TO 95% — I III I I —1— �f—� I I — TTf NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS IT RECESS Y z :.J ` ..- . d ' , :a 4� ;0 - T SEE A/S3 OR J/S6 ---'_++ I I I I_III 1111 i+i+T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D m A u ==LLI=lll=ll= I'i��lll L • � D �� D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. "v 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH 1 8„ 1 -' 1,-T ..-. T. E' I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV r ELEV. 0'-0" ot A e a`. A.F.F. a. d Q . ELEV.-0'-31/2" .'o Al. a e e, e A.F.F. o e ° ° 2x4 CONT. <.. : ` ' LL 6 O A d .a a O ate. N a d ° GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH --- TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSnN SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 21' WWF OR FIBERMESH �31/2" MIN. 1/2"(min.)- 00 — — L ° 3 1/2"(min.)-4" L-II =1_ll =ll� llJ-111- _ -I I 1=J I III=T� J1—LL LI I=LI L I'' (2) #5 CONT. 'I- I- =1 41' V-4;1' 81, U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 10sv-v- NAILED W/ 8d COMMON NAILS @ 4" O/C ems. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY �MN ors 8" c C M U FORM SUBMITTED WITH PERMIT C; 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 31/2" MIN. I�31/2 (min.)-4 Tr T 1(3 1/2"(min.) - 4"— _ —I _ -I I_+ I_I- 111= =1 11=T I �T, I' •I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) @ 24" O.C. VERT. OR K.O. BLOCK 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. CONTINUOUS TO TOOTER BELOW 90 HOOK DETAIL 10d NAILS 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR ¢ BOLTS 6" MAX FROM f 2x P.T. PLATE Lu o END OF 2 x PLATE PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR Lu D GRADE A.#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ii a = 60ksi N = m FINISH GRADE oO M [GRADE 60 MIN. F y ] a Z coJ1 25" MIN. LAP [30"MIN. LAP] D 4 `J .- R �.. • — — — — o0 6 MIL VAPOR BARRIER —III D ° TI I I — = i" ° =III=III=III-I I=III=1 '�. I I iv z R 17/8° I�— ll� #5 REINFORCING BAR I—TL(- #5 LAP SPLICE 36" MIN. LAP [36" MIN. LAP] 9 % MODIFIE(D PROCTOR ASTOM — ) -I—I —f �=l -�I I 10" 1�1=1 1=1.�� D1557) -�—�— 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING K7i`iIiiiilII,,, REBAR DETAILS F SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 — _-(1) #5 REBAR w/ OPT. ' i—III—III—III I I— I I —III— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 OR J/S6 ` -+!5 i t rr_F_4 I i FOR REINF. INFO, 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 'iL LI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT INTERIOR •' '• :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM LATE TO CONCRETE AIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB 00 - M 6 MIL VAPOR — — i'r �I BARRIER � = � I.=I I ��I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " " " CONNECTION INFO SEE PLAN FOR `' TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL � W COLUMN SIZE AND BASE 0 � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °: ° O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS € M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cam, SIZE AND REINFORCEMENT) d WWF OR FIBERMESH BRICK PAVERS cr SLAB PER ° FIN. FLR. COMMUNITY SPECSO'-O" II_I • AUG 2% 14,21 irtu,l._A­sict, Inc J • � for con• Edition by Deota Anne Klan-, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10,4, (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH r, E D. —7 T1TC r (2) #5 CONT.- ON 3" CHAIRS (TYP.) 8" 1'4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT KG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH PL° 00 C, d V G r �� M C T•�I II-1 '{�I I 4 T SEE A/S3/J/S6 "�" + "' 1 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _Ez CONT. FOOTING STEEL MAT REINFORCING. r ' M GRADE ° C'3 J — °" °. — — — — d Z I,_ w Q I " 00 0_ O� — — _ Z Z LL j4 ICY) — _ — FOOTING v T—I — BEYOND PAD REINFORCEMENT­/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL `000N SCALE: N.T.S. S3 i � N N UP�"" "> N LO LO J �'C? 00 Ln w o rD Ed z E CD M O 0 � N In � O V Lu C1 c � o NM °' _ -0 a uj W ( U C] L j vi LL+ O H WrQ ��� IxgQYzw z < JZ '�IxU) UO�,_jO Q �U)wo oZoizOomZZ � 0nW6-Wvnw,wWV5wir< Q Z (Au- i <0Lu U)Zwz�w�oa aow ��P_�WZ2Q ¢ oQ 0 0 0 g �aLL O Z W O F. U) ::)ti O 0 F CM Q � M J L S � G V J 1 _ a_ M M Till- Z U Lu Z3: w O J O N N O CV N 0 O ao W O N O O O O O CV O CV O N O CV O CV CV CV M N O r Cn w O o M � o � N ' 0 M 6 0 0 0 0 0 � c LO Y i o e— to N O CV) O qql O LSD CD CD CD fl- 00 VJ Z Z O O 4-0 ui 13wCl) O VLj� FOa �a (n O CL w F- Q Z ~MOZ N U� Z 3Lu : M �-2ZW >- fe 0-zz� (0 Lu N O VLzz -1 z a .. z Z =a0 U OU O a m z Z z J W M N 04 LAST PLOT DATE Apr. 25, 22 O STRUCTURAL J DETAILS —MONO 'a 1 lu..i.�y4.., 1 .. -:e ���u4J._dlllLuuL (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri_"� SCALE: N.T.S. SL� 12 \TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED —\ II II SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD4A 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) L-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 01 AM?mmm ' •• . -. • L • • . - ' •- • ' • _III' !iIl— ■■III lll■■ Milli IIIIm ■■!II lii■■ Milll IIII� ■■III liINN MIIII IlII� ■■I�� III■■ MIlll IIIII� NOTES: 1O 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r W > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES 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 d �• `BASE SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 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" Ll SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL \ 911 ❑ ❑ Ct 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SFF NOOhi N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM " 5/ . x J-B LT AT6-3/4", 1-3/4" , 71 ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET FOP 3 iARAGE OOR vvvnlnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I 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 GREATER HEADER 1 —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o F4'�NQ U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 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 BARRIE,A_� SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) kE O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 4g„ SPLICE STAGGERED • M%k ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 ..1 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS � S �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 AUG 0 3 2022 �iEW py51S I � R1;V:!. n. 00 RUSS BOTTOM CHORD OR 2X4 rBLOCKING W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" :)OXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING d 2X8 P.T. BOTTOM PiI.ATE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. �-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L-PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o .. ,rd a a a. . d 2X8 P.T. BOTTOM L PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N N 0 N f Fkn Of ° Lo T co� ° t� ��ti ,) Q/�� CO Lo �A Q j,B�, w O w Z OE M o M 5 N V -0 -0 0co v m "M'M O 225 _D.- .Nsw6.q V .< QE �N C M 1­_a LijQ uj 0LQL~wQzOf of OV0'0 WoQ U Jz�� apXJzw oUzmo111.-=Cw�WOzOWOOmZj3U �w<� a �w O�0Z ~Luwza-.aOW o Oo zQLL i O Z W 0� 4 0— ti O 0 I._ cM Q % M ULL ti —�a..M �- z> T- Z 0 wW J0 0 N N 0 N ti N 1 0 0 001 CO 00 0 N 0 N 0 N N N 0 N 0 N 0 CV 0 N 0 CV o N 0 N N O 6 Cb O A r- �- N O M cod 0 0 C� 0 C:) O — 0 CC 0 a) o 0 N 0 Ch 0 0 Lij 0 CD o f� 1 cr 00 Z z O 10 -1-' WU�> wwv) OQ 0 iR 0 OwI---a 0 a - IX W -0 Vl Z [Y H 0 �w=Q co O Z N !=1� v Z 3:J /yam } w 2 x Z Z N 0a�Lu Q �ZZ • Z Z QO U OU 0 m Z Z z Lu uj r LAST PLOT DATE • Apr. 25, 22 O STRUCTURAL J DETAILS '1 SIMPSON HGAM1( W/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9"SEE 10/S6 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & (2)1 Od TOE NAILS @ EA. END @ 48" O.C. 45° t "L" BRACE TO EXTEND AT LEAST 90% OF WEB • LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION -� TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL 45°f / NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1 Od & (2)1 Od TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM 7 CHORD EDGES AND 12" O.C. FIELD 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 /Z 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 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-O" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10d 3" 4" 0/C ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET Sa FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N ;0 ;0 NOTES AND NAILING 4 INFORMATION CO SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES to00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) • BOTT. CHORD FOR 4 1 Od & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FOR FI 48" FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL _ (D - 0.207", L = 41/2") OR EQUAL FIRST (4) OF (4) • O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-a' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SrJ/ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT .,,,,. , ,,..,.,.,. �.....,,...,.,....,. ..,...� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S rJ GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x O.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (*"1_0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SECTION SCALE: N.T.S. -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, IF >9" SEE 10/36 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2)12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SrJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" 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 HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) IJVIV 1. olzmn 'a _ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK l V-0" MAX. w C7 9: 2 Y U < w Z cr 0 0 R HIP FRAMING REFERENCE PLAN AUG 0 3 2022 viRTi 1^ EW ASSIST ✓irtual Review Assist, Inc. Plans Review k:omO't'e :: Pnd apr�r^�f for con owti:e �N'Ln the it /l) Edition by Deora Anne Klan,- 2x4 BLOCKIN 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. \1_S5'/ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lmq '01 ee a ��: STOP CHORD 2X4 #2 SYP BRACING 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 BRACIN( 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N 0 N LO of FL- - v y sa��,4 ` 1 -1 00 LO Oy t,. ` LO Z Lu O wu 0 z Q ^` E W L �M U � MN 2 N U0 i7 0D a co") ` :EcM 2 O E 0) } 0 � 8 ° Q — w ay QN C co 6.o M wW LL (.9 W ow C6 w0~ Iwc w~Q _j lyzf it �OOO JU)'QOX J¢Z Q Z) U ZLLLLOZVi001-Q~ �)wo9OOw00ZZ Zm00dZ 0 (¢A ZOWDg��-2w Z a. JCf J0>YO0wUOL Q p z Q o 0 o�< oQ 1 O O ZW OI­__ 5 ti O F. m Q U) CM � ���� F— cM Z V Z�: w WC:) J O J C14 CV O N ti N O 10 o ; co 00 N O O r- 0 � 0 O N o N 0 N 0 CV 0 N N CV N I OO 9 � O 9 M � Ti � O co M 4 0 , 0 O 0 O O 0 crj 0 '^ N > O O 04 O M O � O LO O Cfl O Il- I C CO VJ Z Z !2_ O WU, Wwv) 5;} � O Uoa< F_0--a (n 0 a. m Lu Q Q Z��� m0Z r11 v Z w j N > 00 �2ZIx �� Z Z V- w N OUa}m >Q0 = Q U)ZZ 0� Z Z �a0 U a oU 0 W Q Z S5 Z Lu _j W N coN 0 -- LAST PLOT DATE Apr. 25, 22 Z O STRUCTURAL J DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w w 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 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/ 10d J H w LAYER 1/8" THICK, COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. Iff FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY e ed II Jll—III-III III ° \ 6x6 W1.4xW1.4 J= I I=1 I �jI I I '• '. e WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT Ix w a. EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 I I II 1�1 ; 1�1111��� 11�� \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 OP T SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDf ... .....�. ..,. , _.��. _,.. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE 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/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 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" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" O.0 PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �- B.U.C. (8)10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. 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 V-6". (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR •1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e. ° a I IIII —III, ; I�L_I I i I�ITI�T� ITI�I i i CAI W/ 3" ON . 8" Il 1'_8" 8" CHAIR W/ 3MIN CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. IT 15/32" OSB EXPOSURE SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D SECTION X-X IF NOT FULL FHEIGHT SHEET - HEIGHT z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32' OSB EXPOSUREI F F SHEATHING w x SOLID 2x C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTION X-X w a� C x � w x E 2x STUDS w BEYOND. SEE PLAN O y �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/a' S S1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING SECTION X-X S�cF NpOIV N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W, JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i OSTAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. w/ 8d COMMON NAIL J wwm LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER } ¢ 0 6 ¢ XI-000O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z lo U i LL ® (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — N 00 O MEMBER IF GABLE END = U. 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 118'. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE �4V�/O FLOOR TRUSSR i BEAM 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 p WWF OR FIBERMESH C .•a '. .4 a.. e ° CV .e .� .. A d -1= III —I I I -I III III . ..:. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 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)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— ;IIII, I' (3) # 5 REBAR ON 3" CHAIR 4" 1 1-8" l W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 AUG 0 3 2022 viRT11;, 'tt•,iEw ASSIS 4rtua: Al Plans R :,v;:. /v I and ap►)r-�, ­od for con via, Ica wN to the Edition by Deora Anne Klan. I N 0 OF F4 � 0'0 �" N 04 4 C' �r4JD �� �'L CI CO c, F p LO — s• � Q w 2 :I w CC Q E (11 M o MN In V -0w co") A' p C r S Y/ ` 0p E 0111111111 0 8 Q s u�� •N U LU Q� �n C1 a a V V, w (9WLLI w I-w w z C g OQLLI Ix OJCn0�WU)—U00 aUXZU �pf-J�Q]0 _ awwoo-00oz wv Q0 Z ZLw aw5www<0J0 -w(n j0flzzam a LL °zoQ o 0 o aLL O CN Z LU 0 O M Q M u') �U)LLti L0 �wmCM 2� Z U WZ� wO J O CV C14 O CV 04 11 0 O c0 O N O O •- O T- O O N O N O CV O CV O (V N C4 CA " C70 9 LO ob 9V-- A r- O I M 0 r CD O 0 O O I CD CD C '^ Ui) N i O C)O CV M C)O 4 LLB CD CO I` Cr Z Z O C)Wv *_0wwin > O vo�Q ii VJ OW HQ Q Z Lrm0Z = = o_ H Z W N Z w Z Ix M CLZZLL C.0 w N �a2w WQZ ■ Z Z ~ O U V J a O 0 m Q z Z Z J W M o LAST PLOT DATE > 0 0 Apr. 25, 22 O STRUCTURAL — J DETAILS —MONO I Iul n�Ilwlvlrutur� �utl�l wia�r ��1 �Il+ir 1x4 1/2" DRYWALL DOOR JAMB (REFE;*f "RYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. x4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16".. BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1_1/2" DETAIL 1x4 P.T. & 1x8 P.T. �TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 02"EDGEDIST. APPROVAL FOR CONN. APPROVAL FOR CONN.(2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. ..Q'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 114" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --` 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2,-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS DOOR JAMB (REFER14"2X8 4 Inc ul" VVMLL TO PRODUCT APPROVAL FOR CON 1 X 4 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. & FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN.rlx4F" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. 1_1 /d" nr:TA II LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO ) �1/4" MAX t 2'-0„ 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBI (NP,) STD. 90' HOOK (1 t I +5A NOTCH WEB AT FIRST 2 COURSI :,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR SEE PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. " "- ;:.. s '<:.•_ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. :::., :. `' " ' :' 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE �V/ TRUSS COMPANY OR 2x4#2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' 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" F.F. D D D III- . I I ITT_ GRADE Q D 1' MSIN 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 ,R YP.) rHE :S I IAIAPnCDTADI C MRATAI I TInK1 FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BF_LOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE T•- j ALUM FASCIA PER PLAN I s1 f f� 1-3/4" TRIM PAINTED I SS NAIL w/ 5116" HEAD F CHANNEL, -4____ FASTENED PER I DIA 024" O.C. NOTE 2 BELCAN -I - �J 1- CONT VE14T ED OR SOLID SOFFIT CONT 2x4 NAILED TO -- L 2x BLOCKING NAILED TO TOP BLOCKING wi 2-12d NAILS (") CHORD EVERY OTHER TRUSS w/ 3-12d NAILS. TYP.1") - ---. ..--- -- - - - - - -- - - - - -- 1. G.C-/ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON Z HE DESIGN PRESSURES SPECIFIED FOR 00h1PONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM- INC FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: Cfg1U W T NAIL .097" DIA. @ 24" O.C. ',,w 5/8" MIN. EMBEDMENT WOOD wi (3) 16 FDA. 314"x1'4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA wi 16 GA_ V4"x1i4" CROWN STAPLE 'A EACH GROOVE ` SI`01 STRUCTURAL SOFFIT SCALE: 3/4' - 1'-0" (`.j FOR ALUMINUM SO=FITS WITH SPANS RE V 0923 21021 I'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.` 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Jr (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD CF + + NC'Ty PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RrAI F• A/d CCC OUCCT n) AARI oc z 0 U- 0 w U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT 4 FOR OVERHANGS BETWEEN OVER 1 1/2" + CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ' ,"'' f OVERHAN ,t 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 I-011 51-011 ISH F SCALE: N.T.S. ° D ° D: #5 BAR p 10 " p a ° ° CENTERED W/ .D•:°°,..L2T N IN TOP c KNOCKOUT / c� CHAIR BLOCK MONO FOOTING I— I D SIZE AND REINF. PER PLAN I —I •D °, D ° AND SECTION DETAILS -I CLEAN FILL I ° DIRT z STANDARD o 9T HOOK 04 #5 BAR IN FILLED CELL ,s 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL AUG 0 3 2 "IRTI r slp Jirtual t; �._s'�`, Inc. Pla and aporrv,� ns for con piaoce w,1,1) the 2f. 'I�)',_'_ Edition by Deora Hnrle Klan-., (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N N 0 ^ � 01 F�A N N ® ' J DO,4 9 /,o�% 0 co I a CWC 0 w tY 0 z a /N W W O a W 11. '0 °? 6. CI) CA _— inM M v p .� o u- 8 ° QN C O s` o EM V, LUaX-j°3a�00,0° Dui w0j zLWI-Q Ix2ofje~ w QU Q ~ ~ LL :UO�zaIOLjzm0I--j¢QOW V5Ix w mZ =)> V� n OZQ0 JOazYOzLL o iH�Z�WUD �zOu)o Wo00O Q 0im p 0w-o LL O O Z CN 01­- > (n o DU)CCMO Q LO L Nt � - r1_ W F— 0 M W Z C) F- Z w �? WC:) J O 4 N N O CN ti N I O O W M C) 0 0 �� O CV O N O CV p N p CV O CV O CV rno oAcoM�o M d o� o o cfl t� c E 1�1 L / m > o 0 N 0 co 0 d 0 In 0 CO 0 I�_ I I Cr CO u/ Z z —z 2 owU) a ii VJ z xws w H a Q (1'� Z > N -1 >> 00 W �%-IY2 %-mzx M �ZZLL CD LLIN OU�2z Q Z _zz QO Z U a OU 0 W a z Z z w 04 " M o r LAST PLOT DATE Apr. 25, 22 Z O STRUCTURAL ._I DETAILS-RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUEAT STRINGER CONTACT POINTS E—� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VV/1LL ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT FACE OF 2ND RISER MAINTAIN BETWEEN AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Bit SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT GA TOP OF STRINGER STOP TN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- 2x4 SYP BLOCKING / OPTION: 2X4 CUT JN FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — SECTION VIEW "D" SECTION VIEW "Eli SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING E SECTION VIEW SCALE:' = 1'-0" -3/4 PLY1A ON DECI, --2x8 SYI AND N) FRAM I P 2x4 DRAF STOP 2x4 BLOCK C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ;7\ rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/$' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 0 1 /Ai K UUNO I KUU I IUIN Ur. I Ai L%'*� (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED AUG 0 3 20 ViRTi ­1, �,ILW ASSIS &tual pevi .w Acs c`, Inc. Plans R :�V;- w 1 oj- ,:::., , nd apor. _ vd for Con rpua. ,c;e `N.,r Edition by Deord Anne Klan, ' �' {3� 0 SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) u PSON 10d x ECTION VIEW "Hit SCALE: 1" = 1'-0" N 0 Ft N C2 DOLO �/��♦ ARCH w 0 Z L. W '= `p `h U D 0 MN ti N f ' V) �/ COM O 2 _E T11•� O MS R Q VJ� U�o < � ^0 u w C) W p E L 5 �a 0 a w W (' w dui vi w0E- wHQ =2�_j ogYzfr Z CC=2 :,: ¢X¢'VO20�O Q Z) f- �.! jCJXQJQZLL.�0Z20�F-�F_ (�WwWOzOwOwmz= 0 00 cA 0 Z j 0- zYozZLLOWL)oa a�WO��@'U'623N a 00Q 0 S 0Y.z �- ¢ u- O zw O� >�o ��CMO Q LO U) f� LO I— 0� a- CM W 0- � ZVIa- Z wW J O O mi N N O N ti N r O O (O r 00 - O N O N O N r N r N O N O N O N O N O N O N O N corn CD }" T- r Oo O M r a N o M O O CA O O r O r r 0 (G 0 C 6 T > 0 0 N 0 C'M 0 � 0 LO C) (oO O 0 I- I�NQF r I Z Z —ZO O _ WLu Wwv) }a rJo�o - 0 a � �1 U") ��//�� VJ Q Zwi=--Q WIX ~m = er 0Z H 2:Z �Z� N 00 �2zof >- Z Z U- N 0Q..}Lu Q �ZZ Z Z 0 U U � O 0 m Z Z Z w J WST N M o r LAST PLOT DATE Apr. 25, 22 z 0 J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 bERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 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. 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: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4^wp mrm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-08 8F12.0B 8F16-0B 8F20-0B 8F24.OB 8F28-0B 8F32-0B 8F8.1B 8F12.18 8F16-1B 00-2 8F24-IB 8F28-IB 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 1 3069 4605 1 6113 7547 8974 110394 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 86V8733 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 34249 1663 3090 5365 7547 36 734 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 253470 1451 2622 4360 7168 45 603 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 3 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 752 1245 1843 2564 3486 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 M384754 643 1052 1533 2093 2781 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1 1254 1684 1 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1 1075 1428 1 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 NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 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 CA=r-4Iifm SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-0B SRF22.OB 3RF26-0B RF30-08 8RF6-1B 8RF10.1B 8RF14-IB 8RF18.1B BRF22-1B 8RF26-1B BRF30-IB 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 1556 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 (191 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 13700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 23 755 1490 2459 3776 5743 8998 19 93 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 !3146 999 1568 2253 3129 4150 91 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST & PRESTRESSED U-LINTELS Cw�*ggm "''� ■ � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'4" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R PRFCA4T w/ 9" RFCFSS WOR lI-LINTELS CRrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^ -4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 8F16-1T 8F20.1T BF24-IT 8F28-IT 8F32.1T 8F8 2T 8F12-2T 8F16.2T 8F20.2T 8F242T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 1 2524 3547 14569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 1 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 721 23 1021 1634 (121 2102 1 257110 3039 10 3508 9 727 1 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 1 798 15 1034 15 1272 15 1510 15 1149 15 494 599 1028 1422 1 1738 2053 12369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 (151 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 881 14 1052 14 1218 14 410 420 709 1050 1434 g 1694 6 1954 7 14'-B" (176") PRESTRESSED 239 323 519 13 671 13 823 (131 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 (121 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 347 1 446 (11 546 (12i 646 12 746 12 166 261 424 616 E 8 1057 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1A56610 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10124 200 316 450 600 7 756 12 (#) 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 4AZT-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10.1T BRF14-IT 8RF18-IT 8RF22-1T 8RF26.1T 8RF30.1T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 V-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 1 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1 1462 B 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 1/411 /4" = 1'-0" - 1ST FLOOR PLAN 0 p\ AEG p 3 lot% viRT1 vv n5S15' Jirtual ►�°a:i�.N Inc.As,s", Plans R�:v; N o�Tlrl::�' end a��?. _ "d 1 for con Qllai Ice vv. t'-� �� e `_: : Edition by Deord Anne KIsn" ��: ,: f-��� 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 e � d e � � o % > D O e > D e _ D � C C C C 8F16-1B/1T 8RF14-1B/0T 0 °a > D oe e � 4 > D o° It, 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED *0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. G J = � L4 4 e w z w #5 REBAR AT 0 BOTTOM MIN. (1) Q u- Ln REQ'D z °L t° 16 GAUGE POWERS �gv L-4L STEEL BOXED a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR zC.M.U. Q 00 GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATIC)N F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP r, ,O E P4 0 N o e 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITYUPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#SU (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 214" 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" 1 PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No, 3 964 1636 1636 1712 1712 614" 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 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 979 988 914" 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' 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'4' 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'4" 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.4 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. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand +(2J 24'4" 22'-8" PRESTRESSED (2) No. 3 No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED U411-6,�1nd-', DETAIL"A" DETAIL"B" '..�� �� ram. •'r# DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEV QUANTITY OF #5 BAR AT 5-SOLID LINTEL LOWER LINTEL CAVITY [I8x1 6-P-1 L/1IU] NOMINAL WIDTH ` QUANTITY OF#SBAR AT J 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)#5U ('i)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 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 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" 34" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-19' 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST 2 No. () 3 2 No. 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-9' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 15'4" 14'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED 2 3 () No. (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED 2 N3 ()O. (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand +(2j 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 642 642 306 599 •Y DETAIL "H" DETAIL "T DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5- SOLID LINTEL r LOWER LINTEL CAVITY [8x1j 6-P-1L/1IU] NOMINAL W IDTHJ `QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1JU(OIL SOLID #5 (1) U (0) L # 1 1 L SOLID #5(2)J(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" 74' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-1IT 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-a' 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" 5'-4" 5-a' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL -i r LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTELCAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DEfAIL'F' DETAIL'E' &'F' DETAIL'G' 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 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 414" 314" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'4" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 1014" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" 1114" 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 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 1164'4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 836 836 426 763 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 2 No.S 20'-0" 18' 8" PRESTRESSED (2) No.3 (2) 7/16 strand + 607 607 317 601 2 No.S 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No. 22'-0" 20' 8" PRESTRESSED (2) No.3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 22'4" PRESTRESSED (2) No. 3 (2) No.5 399 399 217 412 .,Z. .; -► DETAIL "E" DETAIL "F" v DETAIL"G" TYPE DESIGNATION P-PLAIN LINTEL/rQUANTITY Of #5 BAR AT 5-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINAL WIDTH) ] `QUAMRV OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' & 'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'4" 34" 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" 1 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 61-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" T-O" 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 10'4" 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" 101-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'4" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'4" 181-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No. 20'-0" 18' 8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1008 1008 573 1048 2 No. 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 877 877 501 966 2 No. 22'-0' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 v v v .ti.: .�,: ��•:. DETAIL 1" DETAIL "M" DETAIL "N" TYPE DESIGNATION QUANTITY-1 S-SOLID LINTEL/ r OW Eft I TEL CAVRYAT [8x1 6-P-1 L/1 U] NOMINAL WIDTH I LQUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY 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 05"'U(0)L # 1 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DErAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74' 2-01 PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 100DO 10000 4' 0 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10' 24' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54" 5-a' PRECAST 12) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 64Y PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'4" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1 1563 1113 1455 {.j r t4•r .er: +; i .�: DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 f LOWERLINTELCAVRY [8x1I6-P-1L/1IU] NOMINAL WIDTH H `QUANTRYOF#58ARAT 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 COMMEkCIAL 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 REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000ps) 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 3000 PSI GROUT TOP SCHEDU E) (PLACED IN FIELD) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN °O 7/32" STIRRUPS AT 4'-0" cc p 00n (TIED OR WELDED) Ln Ln BOTTOM BARS iv SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. 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" 00 00 M N 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE TYPICAL RECESS LINTEL SECTION LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" Y-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 74" 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 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST 2 No. 1 1 2 No.S 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 17-0" 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) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 2199 2199 1219 1846 2 No. 174' 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-&' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 2Y-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No. r2:70 (2) 7/16 strand + 22'-8" PRESTRESSED 2 No. 3 () (2) No.S 898 898 481 947 TYPE DESIGNATION '. lv'� `• iv'� `, �v'� P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT :;•:,� •�{�� ai,� S-SOLID LINTEL -1 I LOWERLINTELCAVITY [8x16-P-1 L/1 U] 'St'• 'f''• I C•r •• j J `QUANTITY OF #5 NOMINAL W IDTH BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL"0" DETAIL"P" DETAIL"0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" 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 I SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 U 1 L SOLID #5(2)U(1)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 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1D000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 1ODDO 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 100D0 6836 10000 4'-&' 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3E401 10000 5613 1D000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 7050 3434 6540 64' 5'-C 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 2302 4235 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.43338 1640 3122 9' 8" 8'-4" B'-0" PRECAST (2) D4.5 WIRE (2) No. 4 21 ;7 936 2036 r'}' • ? :A DETAIL "DL" DETAIL "DM" DETAIL "DN" IT [8x16-P-IL/1i ] Md➢iMi j Lw N -� :rrD Cv Q -0 • � i0 C Q O Z! 3 v ' > 1� ' 3 C C C C) g >>a Jo- w UNIT '2382' - 1ST FLOOR PLAN 1 /8" = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL oOTTOM 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 SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'4" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-C 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" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 J'+ 'T' � , 'l• 4 , DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 fil1 L SOLID #5(2)U(1)L DETAIL 'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 102100 10000 10000 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6-4" 6-a' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2644 DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/1i ] TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTH j `QUAMITYOF#SBARAT NOMINAL HEIGHT UPPER UNTEL CAVITY SAFE W O,RKIBN,GL INTATELS L LOADS (PLF) Total Length Type 8"x8" PLAIN Wx8" 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'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1141 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. 417 154' Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecommenaea ,r N O +Z0" N O • ?j a 00 <n e r- � a Q C? Z ' w P "t O 0 w 0 Z Q F, E ^, W L -0M o M N d co � Cl) {� N V -0 -�� ° M 0 o LL. g N Q r• ups .N Lu a- - y Y CV V V ^ u a •D I` Lu W LU W Lu � W~or wo�it ZILLZ W VOLLOJ3 a Cw Z OROOm02�U Ow_wz U' U) Q Z Lu 0wZ�*OZZu-p0 �a°d LL ow 2Pw 202 O�a : 0 z a LL 0 ,� O O Z w O� (n 5 ti 0 O c Q U) CM � u r�- G U) ZU~ Z Z J A N N O N � N F O O CO co 00 O O O O N O N O N O N O N O N O N M Cn CN 0 �n 0o c'7 04 N CO CO O O O O C) r C> 0 CO 0 � c ' 0 O O N O C0 O qq, O Lf) O CD O ti e- 00 (n Z Z o 0 �Lu 0 w U) W 0 0 F- Q a 7 X w � LU F Z m N (� V Z W M w � 5. } � � < w 0 M CLZZLL CD Lu N Og2z Q Viz n . Z Z Q U g 0v 0 Of z S12 Z w " W M o �- LAST PLOT DATE . . Apr. 25, 22 "t-0 0 STRUCTURAL _J DETAILS B (LEFT) HURR/CANE Mounting Brackets ! 1) Gwge'; 41 f2' x 4-1; 2' X 2-12' Bach Cross 5uppo" (May ba cut to Wi See Ancrtc4 5cffedule Ilia Right Bracket ( ) 6 Gauge) 112" rha. A325 Gaiv �1)alk `rZAT 914 Sel%Dtilling screws 10-5/80 a AiC Ulut actLot n Eelgt Hurtic3re Strap (Tyfl".l 3 in frTnt) vr�th�.l Front Crams Support Self-lockr(t; Nuts (May bt cut tv W) Lett Bracket (16 Gauge) 914 $elf-Orlliny Screws ThTu Brackets 8 Back Crass Support Intr A/C Uni Boltom Side (Typical: 3 each side for hurricane Lisa) w.Ji. art lierx,n sail usixsO-f.•cas"-kh sit li I: -:tar lit-- ItAi" Sod Thrvvning alailablir MPe'si insituroot t nsaal flat wit apt Florida Department of Business & Professional Regulation Bailing Codes and Standards Product Approval Application Detail Sa4L �ti Ytfrdfl ) fi S�;4q Erlolrwrf 8 Lksrw VaadYad as Afamsdaa 202n Shad Vaml Frwuds, Inc Mchael Graham Hamner Nanro P E Lades town- P.IE CaeegOry: So"', Y Con'I"emb (677)H1-B3Sa FE-737'6 (334)30g-11�D SubCa.porr: FrcWCN ntrodd ass reeRaelP a iN emaltventcon Nose Tecnn.ayy Cwr04- a.dwd E-Lobar RePe1 son e Florida Registered Artheal or a Llcanoed Floods Poore"rand Engine" Fear, or I 12110,20211 MR 2" Da* hillAt1g Rat Vied ammia-d PICAmrorol APPLQ.s'24 atom t2ns*020 12JIyWOM 1212FAa2O Approved • Rv1 ..r MaAI ..rh4r r Sdrr1. (yam- �xv A_=!rsro -fj ,gam Acerened tar Use an rrvmz Amend la ME NE&O auiaust DOSI 1 FN,, ll r SrwrtVem lAMa1 n540510 Dual Function Flood. net Ventilation Vern 12GI2023 Y. Yes WA ,IOOAIoO Smedvar4 Model NIS4651, Duel Funeem Flood. id V-11.11m Veal 12/312023 Yes Y- WA •tooiloo ' 9marrvent Madel, 91540,520 In Us" Rood Vent 121312on Yes Yes WA -100E100 4 an,"riml mode 91540-521 n1Wled Flood Yard 121312on Yet Yee NA •100N100 5 SrrudVanl ebtler 91540.524 161dLid; Gang. Door Flood Van 12)3120n Yes Yes WA NIA 6 - rtV4m Mohr 91540570 Wood Well Insehled Flood VarN 121312023 V� Ya WA •iWAIOp SmadVem Model n54G514 t4.56g1d Geroge Door Frood Vora 12YSU20M Yes Y4s NSA NIA DAUEM ]ypy Ya'bffi Manilacturs R-- 2320 Drexel Metals. lore. Category: Rwfino swca4gorr: Meal Rooang caep$IV.* MMhae: Esrdua" WON ham a FlaM. Rgsbarai or d A.011 . Limn said Flora aaai P,dma R,g.,aer IF Lin M.86amm:ta Is" firths:= laedd_ Ilmku IR Rorer I O+asei Mated RaoMg aril-a1 Fbdda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application mil Faq.I ar, 1n42971 tnuft ti 2& MR 1 J2119 comma E.rnar a Licata validated aI VOIdMW eubmirsell VW Ageon,01 Pa DV d ata a Jason Shumate Ze9,sr R. Pete! Loran 8a tice P E. 0811012020 OaA&2020 Oa262on 1 M13ac20 fti, ed r502i 305-131, PE74C21 (3S4i 300-$800 )snumetBQdn.rriat-coal QIMUAnuniKe Aeoroa40for Dee Aporarild IN.Use know IotBtaiQUIA191 astma twou OMC 100NS OW 15088, DMC 1Y5S. Oloc 2008, 12nlrZO25 Yee No NIA .OP'-Iso colic 5V Florida Department of Business & Professional Regulation pay 2or4 Building Codes and Standards lr'2022 Produet Approval Application Detail Entft or � Vermont aglittd Blum Conrad EngineKa License ida Valted Br Vall" Sar FM Aooronn d As Revision 20M Therme-Tru Caporaton Stave Jsspenaw Lyndon F-SchroMC P.E Ryan King PE 04M5QW 1MI r2oz0 04122/2021 05m08r2021 Approoed Category: Estaror Doors (SM 843.7028 PE43" (813) 76765W SubC4tege7SwingingExtenor Door Asssrrbl-yes sums,-nofhs,mibuco MopNance Nsti W Eyslwbon Raportfrom s ro Florida Registered ArcJrect or a Licensed Fiords Pr oresclonse Engnsai r FL%20445.R8 Prdlutla ii Number srteas dmarber-0assc gU1kW A=Lff a Agorrived ler Uea Aosireuod for llse Os = Lmp3d )Madan �.maailcs I and Smooth -Star Nominal 6&#38;8 &quatImpaeNgooL Opaque 12r3Ir.= No Yee Yes N(A Compost. Edge Aberglesc Salle Door enlausgtOutcwhg; X ocnsgurabon) z to Tha(m Tru Fiber-Cysae and Smooth -Slav Nnmtnal 6;uW,8 8quistlnpact9qu0t, Opaque 121311= NO Yes Yen NIA Cgmcom Edge Fibagasa Sry1k Door wish Sidel e(s) pr,swrg/OMsvarg, X0, OX or OXO confgurol uns) 3 cTnernu-Tru Fiber-Clsssc and Smood+5 Nornmal rl$MSl6quotlmpact&quust, Opaque 12r311302^ No Yea Yes `41A Composite Edge Fibwv;m Double Door with or wntout Sdclees (kmliregfOutswng; JOC a OXXO Caingurtlam 4 d 7hsnla Tru Fiber-Claeae usd Smooth-Stry Nomine188t!31g;08quM,irrpecrJ,tquot Opaque te^131f2fl122" No Yes Yrs NrA Cotnpoeite Edge Fibe-glso Single Door (InswnglOutsMg: X coriagursdicn) 5 e ThevnitTru Fiber-Casac end SmoW,-SYnr Nominal 68a9B.08gwtlrrpactliquM Opaque 1213lr= NO Yes Yes WA. Cvmparta Edge Fiberglass Single Door wish Sidalte(s) (tmwn9/Outwr.^g. XO- OX cir OXO contgurtonsi 6 1 Therma-Tru Fiber -Classic, and SmobgrSar Nominal 8&M.0 aquoLlrnparx&<prot Opaque 12I31,7= No Yes Yes W'A Composite Edge Fi bergdass Double Door wigs or wGsout SddrRas (Iraw4igOubvAng: sit. or OXXO C00 gurbons) 7 g Therma-Tru Fiber -CUSS,; and Smooth-SPar Nominal 6&e39,8 &quatirrpact&q+ldt Glusd 12r3112U2er NO Yes Yes WA Composite Edge Ftwradoos Srale Door (tow l;X)ulswrvg. Xomfigumbm) 8 h Theme-Tru Fiber-Closswc and Sm oom-Stor Nonuns188R3R.8 aqudtlmpsd181Naot GPzzed No yes Yes WA Compoene Edge Fiberglass Single Door with oriel tr(s} i1 rrwrirgNDlJLswv n0.- XO. OX or0XO configurations) 9 Ther ma-Tru FiberClassic arid! Spoon, -Star Nominal S&C:%88quoLopecAquot, Glazed 12/311 _. tic Yes Yes WA Composite Edge Fiberglass Double Door with or wdeout SidatRes (IrleNn1gl01navAng'. XX a OXXO canfgussions) 10 ) Therm-Tru Fioer-Cwa w and SmoothStarNominal 88R39;0 &quotinlpoct&quat. Glazed 12f3lr2022 No Yes Yes WA Composite Edge Fiberglass Engle Door (InsNlntilOueyhg; Xaait6gwa8as) 11 a. Therm-Tru Fiber -Classic and Snloodr-gar Nominal anal 911,4390 &qubtlrrpaculdiuM. Glazed 121311= No Yes Yes WA CompoeRa Edge FI berglass Single Door with SIMIstar (s) 11 new nailOutiom ng - XO, OX cir 0XO confguntbone) 12 I. Tmarms-Tru Fiber-CMsre and Smooth-Stsr Nominal 8axwo 4tuotl ir"effiepnt pored 121311= No Yea Yob WA. Composite Edge Fi bertiams Double Door with or of our 3dNtes (lnamWOudwwng: XX sir OXXO Iwlfguretiona) 13 m Thum-Tru Fiber -Classic and Smooth -Sea, Nbmlmid G& f3 .8 &quotlmpacAquort. Glared Molded 1=1= No Yas Yes WA Open ma Febsgaes Single 3= (InsrnR configuration) 14 n Therms-Tru Fiber-Casaic and SmOah-Stir Wlnunal 88R398 8quotl rrpact&quot, Glazed Molded i2131r2022 me Yes Yee WA Open Comport Edge Fiberglass 5as9le Door wth Glazed Moiled open SdelRe(s) (Inawf,sgiOrrtswing XO, OX or OXO oonlq.,arhons) 15 o Theme-Tru Fiber.C,awc and Smoloo-Star Nominal 6MI398 &quotimpecibquot; Gunned Molded ll Ir2ma NO Yes Yes WA Open Composite Ere Fiberglass Doubts Door meth Or without Glazed Molded Open Sdelaes (InerAingiOuts'wng XX or OXXO rx,ntgurad") le p Ther _r. Fib.-Cmsa+c and Smr.41N.6mr Nomvrrs1 S"39s &qu.ti rryaaedSquot Opaque IV31l1fY�2 Nit Yes Yes P41A Composrte Edge ri"ass Single Door wth Molded Open Sedeli s(s) 8nswvglOutwong. XO, OX or OXO : C9nfigVraepna) 17 q Thames-Tru Fiber-Closui; and Srn olh-Star Nominal aouatlrrgectAgwt Opaque 12f31r2022 NO Yea Yes WA Composde Edge Fitwgass Dada Door with or wthout Glazed Molded Open Sidelines (InWirlg+Oublwtig, XX or OXXO mnSgunztgrss) Fonda Despartrrlen of Busness & Professional Regulation Building Codes and Standards Product Approl'al Application Detau P.O., or is=I EWtv or an aft Oda pastilles go MW XfEAlgrl maatoKux C43tsd ODOM a l&N3ss vrmatw M Valkww Aolalaaa FDIC Amtoar AagtsYl9 salsa R01104. ZD20 PGT iml eerve Jean Rarew.il Mans -Dude IICCO -GER ribmi-Oe4a SfCO-VAL 1111402020 1VJV.9. 20 11rWN20 Appraued Caegaeln E1lerio Doors (941) 486-OIDO (7a8) 315-25W albCabgerY Slicing Fxleia Dery Assembles irc.-, $pier4,snea.e cOapllarce M40m: CtrWceeon Men, a LWMe on LitaL/LlaaaAlrta OudMASUAIP e Apprisirsed for Use adi raved for Use boom pkiw aRa$ oaa1NL lei Enka= EL*Izea 9 =710 (Lerg6 06611e astsad) V'A aldleg at.. Dar 040142C21 Y41 Yes Yet WA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET cps, As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67,01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 f 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40:0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG. Inc 6.07,707.727.747.and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 j i 2. WINDOWS I A. SINGLE HUNG MI Windows and Doors Series 185 F L17499.2 +60. 0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 ! B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED Mi Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 PGT Series 5520 F L243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL Jaynes Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/202311 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 1151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA. Inc. (for Tile Roof) POL"YSTiCK TU MAX FL5259 N/A 12/23/2023'I C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco, In_ c DA-4 Exahust Vent FL17202.1 +97.5/•97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oval file Saxony 900 F L7849.16 - F L7849.20 N/A 12/31 /2025 F. METAL ROOF Drexel Metals. Inc. DMC 10ONS, Div1C 150SS, DMC 175S. DMC ZOOS. DMC 5V F L17679.1 +0/-180 I 12/31 /2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/20221. All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA' 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 M iTek Industries, Inc. Truss Plates F L2197.1 - FL2197. 5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL. LSL FL6527.1 FL6527.5 N/A 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products. the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE AUG 0 3 ZRZ YIRTI = ZL, ibW ASSIS' virtuai Re�:IEW A sir, inc. r Plans Rn,v;e N (olrr"Iw.:(eo end ago for con tprlal )ce W.01 t� Ie fir" Edition by Deora Anne Klan, Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Fglpe 1 013 1 r25r2022 Rok DWI now Pending go JAI yg}tgp manufacturer EEE�iKget a U4:2 a Va(kaw By vailossid Illikellittled F13C ANsionovid &pggvert! pia Rauiaion 2020 Therms-Tru Corpaapa srs + Jaspxaon Lyndon F. ScMrWt, P E Ryan J King, P.E =23/20?<1 3TM2r2= 0712W2020 10r13rAm Approved Corroetiortir Exterior Dori ism 8417628 PE-43409 (613) 7674M SU6CMa�goryr 9A%V nq Fidwi for Door Assemblies geoperson®themnbu.m Coatplmme 0806d: E�lustioo Report from a on Florida Registered ArcYRaa of a Licensed Fbrda FLA204704M Professional Engineer Produces 5-: N Prue c1 Itgda. Nembarce Naere, Product Daaenptkm altil LAiaUMM Aoorewad tsr Ise Aoeee'arf Inr tree Contract Expira6bn (Sacs In into? Outside HVHZ X= Resistant Dealers Pressure 1 a.7harrL'To.Abbr-Claascand Srroou-Sizr Nominal 6"8&quotlmpactbquokOpaque 12mlr2022 Ya1 Yes Yes Wh Compwete EoSs FiberglassSingle Dogr ;1,uwng/Wianing; X configuration) 2 Is Therma-Try Fber-Clado c and Smooth -Star Nominal S8,R38,8 &q,aatlmpact&qua'. Opaque 12131 r2022 Yes. Yes Yss WA Composite Ec2e Fiberglass Single Door wth Sidelte(s} gnawinprtS,IMwna AD. OX Or OXO mnrigurstnone) 3 c TberrrwTru Fber-Claeslc and SmoolRStu Nominal Sam, 8 aquotirnpacd&quot; Opaque 12/31 rd= Yes Yes Yes WA Comports EOge Fiberglass Double Door with or larbout Societies (lnswrglONsvong; XX or OXXO configurations) 4 d. Therms-Tnr Hoar -Classic and Scrooth-Star Nominal 8di_90&gvot,lmpoct&quot Opaque I V31 r= Yes Yee Yea Wa Oamposte Ecge Fiberglass Single Door (inwwrg/Oursmrg; X coatrgur Iron) 5 e. ThnmrlaJ. Fiber-Crsdc and Son-11 .81ar tiominel BdrJPB,D 8graklmpad6qud Opaque, 121312022 Yes Yes Yes W4 Composite Figs Fbeglass Single Door wth STdelte(s) InvAingtOursomirg. XO, OX a OXO configurations) 6 f.Therm-Tru Frber-CLasic and Sinocthadir Nominal S&S2R. 08quaClmpac[&quot Opaque IV31l2022 Yes Yea Yes W4 Composite Ecgu Fiberglass Double Dow with or without Sidelies (lr ee Ang/Outam g; XK of 0)= coM,g,iratione) 7 g. Tharrna-Tru Fiber-CWsue and Smoottt-Saar Nominal stlill8 Siolu KlmpactMquot' Goa=ed 12J31/2022 Yes Yet Yes W4 CCompasib Ecge Fiberglass Single Door prnswnglOulammng; X configl nni 8 h. Therrea-TIu Fiber -Classic and 5rrpotti-Star Nominal 6&1K: b ScIdMIn pactSquot Glued 12/31 r2022 Yes Yes Yes WA Comports Eego Abargles b111gle Door wthSdelA(s) OrwwindOutswng. X0, OX or OXO rAtdigurationig 9 i Twrme-Tru Fiber-Cbssc and Smooth -Sour Nominal 8 OV..8 &ouctlmpluAquot Gazed 12131CM Yes Yes You WA Comports Edge Fiberglass Double Door vain or wbout SMeeles (IriewngrouC>mdrrg; XX or OXXO mnfigurallond 10 j. Therrraii-Tiu Fiber-Ch® c and Smooth -Star Nominal 8&e8D08quot Mnpactigtrot Glazed 122312022 Yes Yes Yes WA Compasits Edge Fibarglaw'Sirgk Door ( soon) 11 k Therma-Tru FlerLlassic and 9nootll-Scat Nominal �1m &q pO,xbQIr01; Gle2eci 12/312022 Yes Yes Yat WA Comportts Edge FRiagiats Single Door vM SMeane(s) In wngfOilawing. XO, OX or OXO configurations) 12 I.Thermo-Tru Freer-Cbnac and SmootiR91our Nomma18&&NO 8quothnpect46quol. Gamed 121131UM Yes Yes Yes WA Composite Edge Fiberglass DOubb Door v4th or without SideStse (IIleYArig/flillawMing XX a OXXO corAgurstions) 13 ro ThemM-Tru F+ber-Classic and Srnooda-nar Nominal 8111d1,306 squat hnpQdLquot Opaque 1 V31=2 Yes Yes Yet WA Coerp or" Edge Fiberglass Single Door *Ah 8�rot;Norrlmpstq&quot; $deal*(&) (I nswirtWCuWwtz XO. OX or OXD otx'RgumWrm) 14 n. Thortna-Tru FlBM-Class c and Smoot -Ste, Nominal 6&13D8 &gtntbnpaU&quot Opaque 1 ✓3lr= Yes Yes Yas WA Composins Edge FfB Ns Double Oder Nan ` 8quotNbn-Impaa&Wot: Sideiit e,(InsidrlgrOulsaiira; OXXO oaafVUMtion) . 15 o-Therma-Tru Fibw.Ql is and SmoortNSdv Nominal 88MD&quotimpact&quot Opaque 12/31=2 Yes Yes Yee WA Comports Edge Fbsglas Single Door with &quotNorrinparqua; 9delite(a) Qnswrg/Outawing; X0, OXorcl o orrfqurmiuns) 18 p. Terms-Tru Rbsr-Chetic and SmooW-Sc r Nominal 8&i O t1quoCbnpactMquM Opager I V3112W VK Yes Yes WA Comports Edge FMeglas Double Ooor Nosh UrictNorl4npact8qua; SdNbs(inwrrWOutvWng; OXXO coMigurnaon) 17 q. Thermo -Tor Fibs-Cbasic end Snmlh-Sler Nornrnsl 6&M,,8 8quoiNon-Impecl8qud Opaque I Z'312= Yes Yes No WA Comports Eggs Fiberglas Single Door (lnswvngroutoNars; Xcorefparidn) 18 r Tho rwTru Aber -Classic and Sn solh-Slat Nominal 611i4130.88g1aot Non-Impsct8quot Opaque 12131ri1122 Yet Yes No WA Composite Edge Fiberglass Single Door with adows) 011FN11191ChASMelg; XO, OX a OXO configurations) 19 a Thelma-Tru Fdwa Clam and Smoo iSaN Nominaf 61li4V;$ $,qua;Non-ImpaeJBrquot Opaque 12231 Q= Yes Yes No WA Canperts Edge Fiberglas Double Door NtM or vienout sawn (blsYrirgroutal4nq, XX or OXXO confguratons) 20 tThenmI Fiber -Classic and Snand-Star Nominal6&4MO&quotNan-Impeat8rquot Opaque 12f31r2022 Yes Yes No WA Comports Edge Fiberglass Single Door nnswrgJOulwnng: X con4ig,ueton) 21 u- ThMma-Tru Fiber-Claasie and Srroah-Star Nomma188e39,0 &quotNomlmpeact8qua: Opaque Imr! U= Yale Yen No WA Camposits Edge Fiberglass Single Door with Sidelts(s) gmwangrOubwing. XO. OX a OXO corrilounasons5 22 r, Therms-Tru Flxr-Classic and 9r,loobSlar Nomnal 8&6yg;0&quokhor, Impactliquot Opaque 12r31r= Yes Yes No WA Composite Edge Fesagleser Double Ooor woo or without Satellites (Ir4eMr1y0ulewrg: XXa OXXO wnflluratpns) 23 w T arnvrTrU Fiber-Clowc and Smoutin ter Nomo a) 68.11398 &quatNrxsh spocAquok Glared 1213111022 Yoe Yes No WA Composite Edge Fiberglass Single Door 0 navarolOrAswma, Xmnquraeon) 24 r- Theme-Tru Frber-Cissea; and Snloah-Star Nomrna1138rg3P.6 8quot.Non, Impect&aot Glazed 12131l2D22 Yes Yes fib WA Comporre Edge FlDBrglas9 Sslgle Door vAh undei Re{s} QrrswfrgliDutssirg: )(, OX or ONO configurations) 25 y. Thsrma-Tru Fiber-Clasic and Smoob-gar NOM ai 6W32.8 &qM uNOn-Impact8quot Glared 121312(t22 Yes Yes No WA CompgsAe Edge FlOeglaas Double Dow With Or mMhout SgelRft (Ins.4rViOulzeuing, XXor OXXO wnfigunasons) 26 z_ Themms.TN Flier -Claude and Smoeal-ner Noennall &&*M;0 &quetNon. IIYl1aa&quoK Grail UnIr2022 Yet Yes No WA Comports Edge Fiberglas Single Door nnswrig/Olriswtig X cargua ion) 27 za Theme-Tru Fi7s-Ctas c and Smooth -Stair Nomnal 88a39.0 &gsor,Na lnpaq&quot (3twed 12r314= Yea Your No WA C-pmMe Edge Fiberglass Srrgle Door erdh Ssdelte(s) AnawnsiOule"ng; XO. OX or OXO configumons) 26 A Therms-TruFeer-Ciaarcand Srno:O-Star NanaidSUM.O&quaNa.irapeq&WakGlazed 12131P2022 Yes Yes No WA CompoeRe Edge Fiberglass Double Door will or Orl Ssiell ee Qnera,oxyiDs4A,uing; XD(ar OXXO confguratiomJ) Florida Department of Business & Professional Regulation Buill Codes and Standards Product Approval Application Detail pas„ or Fr�2I l7r&t6E�# Rat 90 f>o MN Iran Ya6tgo aivaalaux Souse mdddm DACIUW FAGAnagatL AaaR.no a" Rrrarsrm 2020 MI 011,10 rs end Doer Beat Slow LW ROCeno Lomas 91twil M. undo PE IOUs,= 104360:2020 IOJIW2020 121"Y2e20 AOpromo Caagalc Fire" Goon ('17330-3300 PE-M14 _TIT) 31r-6tl4 "Cadegory: Sharp EXMrfo Dca AM.nsisee r>wn+garom ,3 mra Caapipnce mealod: EYaluakn;corn two e nolde RCOIVAMd "I'motl or F Uoensed nude FLJ13 M4U P1aduas Professional Brings, lip a LYO(M4tMWe1. HMO* or Itsme PYoduct Dssnaaon cegueu lm ilow that Amlvyed l4r iJ" Amtvyd Ia.WA Zi O for On R11yi bigot RI�F.�a Darla, �Da 1 SERIE8420/LLUMINUMSG0 SERIES 420 AL MMUM$GO OXO 12r.MIM4 NO Yee No WA 14SS/4aqudxaugsoL NOWPEIWORCED 2 SERIES 420ALUMIKIM SGO SERIES 420 ALUMINVM SOD OX XO. XX 121310M No Ye. NO WA SUM1 111"cl ale NC"BNFdtCED 3 'SERIES 42OAL VMINIIM WO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12^312M4 No Y. Na WA 145.3masgaa�eaa,ra; 4 SERIES 420ALUMINUM SW RENFORCED SERIES 420 ALUMNUM40D REMORCED OX 12r31=24 No Yet N4 WA X0. XX9ae0uwx8a4qud: 5 SERIES 420ALUMMM SGO RHNFORCm SERIES 420 ALUMNUM SOD REIWORCEDXXX 12r31r2024 No Yes No WA 143&quer.s1o6epuo Fonda Department of Business & Profeealonat Regulation Build rig Coders and Standards Product Approval Applications Datat Par, of UK= a�sr��aar�4a. fm rb,or all Asia d7Nl.eM" go MIZ 7fitirslQC Manuf hum c YamAft= FRCAmlaival Atl'proved $iY! R"sm 2020 Wayne-DeRm. a d•ifm a(N'Maad Dow Dray"Komori Joho E 3021" Jar�y P Avrrelon. P E ta12rA20 09rV 20 ion=020 12AUM20 AWQ,*d Gppmtn (31we&6121 PE-AI737 (904)VI-5200 Caaepary: Eslenor Onion; daaMNlligwrayn4-osikr, e subca.gar- sadro it Ea1iar1'a Doer AwemMle4 arm Compliance Meshed: Evaluation Rape, ion a Florida Rpgisler4d lvchascl or a Llcoo"J Floods PLAMU eProduct professional Eridnes, 3g j PraAxt ModIL RUMS or rYw .. :Oluld EmraimDo* A�.�Y Aaorowaa for cats In KVMZ �saade.)flali kim sniff" Rolm PMAR" 3 MOMIDGM2W #1105 6116M. Ms. rM 144e39, tier Asighl clacking 12r31r2023 No Yes Yet •31.9005.00 "Mbie n Idle an 1MsmlMlde Section 10 4000A10011 00 01123 16lim, Msit vm, 146M. MAX helgi t. dating I Z71=23 No Y41 Yet •30.00F9350 &.*Mbla in top err ibwffr edlae sedlQL 11 8Q*0.ef00e2D0a1124 insall Maxsidh. 1481109 MaxheWd calling 12/312023 No yes Yes -34.4a43630 eveirie in top or hole we "dim Fbrlda Department of Business & Professional Regulation Faa1 I erl Building Codas and Standards 1AYdR1 Product Approval Application Detail e Florida Department of Business & Professional Regulation page I a2 Building Codes and Standards 1/SrSO, Product Approval Application Detail Carlo Frialr s tits Die Ole MMna sots SIB Ysmiaa SmtalatomemL&Lt2imYagaaL$ Yainaa& aLOmaaall FBc Aen sling humor Aaatt RONron 2D20 MI NrlMoes, anc Dears &esl aalepv American ArdMadural @NCn W thich. PE 11/17020 11 h72020 1112M2020 Approved catsaar: rarlddw6 t71n365-7JpQ WrWeC/yarS JbSgpabdn I277)317.64N A6CaNrgolY• Rroar Hung badnpr�rn,W.can Csepllaee ■rerod: CuMcdon Mrs[ a using 9aYol3aarr� Aqua Amrmaafor um lmala 2L*M $t4itMoft mwbw or hit= Conndbmdimom m 111,012 Oulteldi,.HWC AINM Pleasure 185 Sri 52x72 RePongto Front Kim, Single Hug I0106=3 We Yes No •GOPLW LamL, Glees 4­0 C CZ cu O O •Sr. O U__ CZ ro .� o t_ Cn 'M^ Cn Q Z Z W J �+ zU) - i O L O �I U O L W a.ea.ae mono 0 cW C Q z J Z Q J a_ SHEET NO. PA 1,0� N Florida Department of Business r3 Professional Regulation Page d ds Fbn� Depa rtmaN of Business 8 Professional Regutdiiao Page + as Flom Department of Business & Prafessiorat Regulation Pape, a, Florida Dapeltrniirtt of 8nseotass A Professional Regulation peg, t an Cn }. U 0_ O >r_ U (�� _v VJ O O rtrttt O W O E © Ln Z0 O /11 r,yr i� `� VJ v_/ �`/�^� .� VJ 1 -i—+ ��`J W z rU) V J O �J O W Ca W z J <C J SHEET NO. PA 1,1 Building Codes and Standards Bulking CoL�kla and Standards Bullring Codes eels Starl�rds ++�, Building Codes and Standards Product Approval Application Detad Product Approval Applieation Detail Product Approval Application [?stall Product Approval Application Detail ar9llr -.__.- Gritty w BffiF 2L4. Date Peadrm )fir rLA"pJS1-ore fi444 army of 4ltt l'ffiQ Daur he" '.YIN;Rase;•[ _. i� .. _ ... ., .... tit. !lslDay Pandas 3 �➢[4 ,... .... _ f _-, _ �rr��oversion YS.6Y atrxarN..L a®i •OIYt .�tlLLlSL1Y{.l lLfCi FBC Awroael Stews � MantaFaotu ter riftOiatd Enastaefa LaCense Validated BY Validated submitted egjtrg;+ffi([ tat Yffi�4D deaar[e 't�L' QW Vaild•tatl as }dtad irs,rdi � Yuen S�t� fndrrwld_M • vaemdar ICria81{s9 kAmem EilG �r� .� lSitn � Ymica manulackinar 5� Yrit Y - Fac Ataro®I Eat lY� Rehr®ion �'iT>20 TMrnas.Tru Corporation Ssrva Jasparaan Lyndon F- Shc mill P E. rtysn J. King. R. E. nUIQ7a'�Q2^. 6917i/a�'2, 9dX131�`t 17JiFI16'21 ApprovUd Category E%targr [Tows (BUT) 8/3iGi8 PE-/34{Ig (813) i`BT.tA535 AtFemMian 2070 PGY urduaRrts lame Raaorrol'> aronlFD•de a:CO -CER Agrni-Qeda BCCO -VAL t 11a51�7Zi] , t,3'd,7=1 t,la fr20� !§,p.awel :Yowxw�l s hU ydia dpp'a and Crams EYmk 9ilkngat Amcncen Ardltacturm Sifrcn M. 'ilride, RE ia'Oaf7020 t6q�-r1p 1p7y,ZpZp APpg� Reximon 20I9 to 4VAndoms retl �s �wtl Stlrpnr AmMsvn FuMier3w� pine it Wd+. PR tl111t36� 1 F2?Td07$ •t11ZarSnm Approved SI�AM1941y: $winging Ezheiof GuarAnamblws aj'asparaon(�Ptfaemla4uca Cory: YesdaPs (941)4$0-01n0 (7e$)9,3-z590 Csragay: LA"rtdBrS rT, Thf�+T567 rA•ruutturo-s pssa:lmrn rTt r7 ],r-ae'Se CateOOM M1NNtbwa m7x �333no Mrauarwrarx Aesecmgnrx t?, 7)3n-aka Compliance MtNlod: Evaluation Report tram a m sr:,CaNgon: srsgla r.np Iroaasrstd¢prpk#uamas,c wry; trsiean mlwtl.cprn �ra8 1wnCwaaery: HKed ocRtr�e+� Florida Regigterad Atfllrbai Or a Lleenaad Florida Carrlpriirlai RaMw: Caafasaa9 fk1tR a lSWng an C+Arpltanae Method:at$n=® �R �Lp Caatpifarrc►Yadrad: Cariafiaafan 0fedaaL �'g F4daaYb*xFt Inear p Ld238 ilia Roseate FUN 9Sd1-Rs R�urYs F uns••aata Ra,Aade FL1Ra/Sr•ItT Produces iiYl�Itill,QA,FiiICiJ,1gt, ADDrotmtlrorUse AODrovedferUee Impact = Seoe FAM$rtYoaeLMm6eaYama arras Aasrsarca Cat4at#Lmifa61an0str Am'.eradt� At�asw, for rho �, Roam ti>h�t Oxftlldeil,Re !<1 P19d1¢UP4 asae watlucarom-YrxttaawNams ®tWtn Aa•Yratca AtmrwMfa Use At>ormredfa la.tlYtli 93�.t0� tM )l�� 1371iYltrl iMa RrdurtYodaLlaA7aaTorrWne Frodian � it 'llF�li IKa Rosbmg Fte�9 5a k l'#oduc[ModN. Number or Nanta RndRet i]at:anollmn Contract EaWranon Daft In r1YN2 Outside HYlQ tia!Rle�nt Pr®aaura 7 au5,og iLarga itrsafa .ngv«sy spry[9ngw �gMArdw• I)rr25 vrc r<x ras rrtA t HS166 Fl.andn•+rga:rama T42 tnnukiad e`%a.. p2u'f8r2p2I No Yes Na «XS/-93 t 1s3FdJ T1x 721rwxltrtad Chess aF(i72a23 lea Yes rdp .6Pr-91 1 a.Thatma•TruFiber•Classicand SnAoofta-Star Namlrrl8$A:3'b$6tRrct;Non-IrrpatX&aaYatOpaque ,71;i112922 No Yes NO rdlA Composite Edge Fiberglass Sfnpla Door {Insvrinpdput$wina: Xwrdiauratgn} g iaTharrrm•TruFlber-CIas54cmdSrt'wxdh-Ssr Namirol6tpg9fl6rllrAhlon-IrrltwaGgYo[;Opaque R2631f2p22 No Yea No t•1!A rympoeta Edge Fiberglass Single Door with SdatlAa(a} {I nnwngrOumairg', XO, OX a OXO aonfigrrahone} 3 aTharma.TruF�r.Cfassia and Smooth -Eta✓ Nominal BSrfll;a a�glydt;Non•ImpgkBquot; Opaque t3J31rX%u No Y� hb rd1A Fleerglace %ornpodb Edgy DOUeIa t)oor was a without Se9alHea (I rtawfrgjOutsw.fng. XX cx CJ)%47� Yrs,Rons} 4 d. Terrine-Tru Fiulr-L;IaSela Ltd Sn'rur%h-mar r�mirral 7&A360 $quct,Non-1 rrgaadthpYo[ Of7aquF f if31!'�u2 Na Ye5 Yrao hilA Compasira Edge FibrfgWf.A Single Door {I nsanegKJut�ainq, X aormguraunny 5 r. Thefnl�Tnl Fiber-GI3881G 9f1d SnYMYYi•Star tiamirOl78fr9�Qdglro[Non-Inlr9ac38grrO�Qpnqu9 &J31lxt2� No Yes Fib NIA C.omF�ite Edge Fiberglass Single Door whit 9detANa} (fnavtxtgfthrhairq; XO.OX W OXO nwlTgurafionb) a f- -nenrce•T+t, Fieer•iaeasic and 5motxrl-seer tiarl,rtal tt8#�:QaglxokNorwlm�ad&qurd Opaque ,ara,mlzz No Yen No NIA Florida Dapartrnent of Bu3irldSS & Professional Regubtbn Florida DeparGtent � Business S Praf�sfonal Regulation Florida l?aparulraM of BLlaNtaea Pro}eaelornJ Regulation sag., at Carnpca4ta Edge Fiberglass SIM1gb Door 9tbding Lades and Standards Ik?N'717ai Bullring Codes and Standards ,ra+7rrlt Bulid'rrtg Codes and Surds IIYN7t (Irtswr[gdOuparctp. 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IMA ,_.jL. k .L _b 4 l - ' - CV c- _ to C6 CU U MIAM Ill Mn DADE COUNT%' PGT Industries. Inc. PGT Industries. Inc. (D O # PRODUCT COMMOL SECTrOi PGT Industries. inc. �- LO 11t�05 sans Street. Roses,.'0& \ OTICE OF AC CEPT A_NC'E:EVIDENCE SLB1�flTTED NOTICE OF ACCEPT A:NCE: EV�ENC'E SL'BMIITIED CU s� DEPARTIMNTOT REGt3L,:t<TORY A.%D ECM O&UC RESOURCES MER) Nina uL F'lorW3 33:7i--`a 74 NOTICE OF ACCEPT DUNCE: EVIDENCE SUBMMTED •� v � � � D. I ALITl ASSUTR.A_NC'E •(n $ca.�RnMND CODE ADl�II3V'isTRATIoxDlt`�i0.'�[ T i7s613it-^sPr+ F t?nMi;1: i -_ �� 1. Miami Dade of Regulatory and Economic Resources (RER}. O � c� NOTICE OF :�►C'CEPTA_\CE (NOA) •���+Mt��ax.,�e.�� 1. Et-idenee submitted under previous.NOA 'Q � � c[5 � PGT Industries, Inc. A. DRAtt�C:S B. TESTS (continued) O O -0 _0 1070 ltchnoloU Ddvt, L Mantufacturtes die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 O � = O O North Venice. FL 3427S fStt ndired tmder:L"OA.Vo.11-0107 04) 2) Uniform Static Air Presswe Test- per FBC. TAS 202-94 E. 1LITERIAL CERIIFICATION►S = O Ii SCOPE: ?. Dratis-utg ?�o. MfD-5570.0. titled -�Vnivi SbdtrnR Glass Door NOA (U1)`�. sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their M 0 +- .,- Co This NOA is being issued under the appdfcab#e rules and regalattiaas dos efniag the use of construction materials The through 2 l of 1. prepared by manufacturer. dated 10 05 �15. with revision A dated 4) Large htissiie Impact Test per FBC. TAS 201-94 ZV�it+e Right PVC Exterior Extrusions for N%Indon s and Doors". dated 0&13 ,15. . � -O !' � O O doacumentwca submitted has beenreviewed and accepted by Nhami-Dade Couuty RER -Product Control Section to 04,05 �17, signed and sealed by A. Lym Miller- P.E.. 5) Cyclic Rind Pmsswe Loadingper FBC. TAS 203-94 expiring on 09-30,19. � a) � CU � be used m lktiasni Dade County and otherareaswhere alloyed by the AuthontyHa+ .iuriscichon (AFD) 6) Forced Ewr'y TN. per FBC. TAS 101-94 ?. I�Tittiee of Acceptance No.16-0920.0$ i.saied to Vision Extrt�rn Ltalited for their I E � m � M Q This NOA shall not be valid alter the ex date stated below. The Miami -Dade County Product Cenuol 5ectice B. TESTS alongwith marked-updrawin s and installation diagramof %inul slid glass door, 1000 Tan 202 and lighter Shades (lion-i; &O Rigid PVC Exterior Eumsions for � � � Cn Q psranon t:lsht}• (In �"lwm: Dade County) an rorthe AHJ (m areas other than i anu Dade County) reserve the right to haVe this l_ Test reporton 1) Uniform Static Air Pressure Test. per FBC. TAS 10'-94 by Fenestration Testing Lab_ Inc.. Test Report Na. FTL 8549. dated i l 17b'15, �gnedp� ti'indows, and Doors". dated 12,10&'16. ff4** on 12J-V)21_ product or msenal tested fa quality as*+r;ance pusposes. If this product or maternal fails to perform in the accepted ') Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idahnti,s Ortega. P. E. (Test report revised on 12.04 45 and 02i 11 16) 3. Notice of Acceptance No.1."528.15 issuued to Vision E.xtrnusion Limited for their manner- the masatfacttirer will incurthe expettse of suchtestina and the AW may immediately rev ole. modify-- or 3) Cyclic Find Ptr>-s ue Loading per FBC. TAS 203-94 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 "Brown Coated ('Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marite�d drawings asvcl installation diagram of vinyl sliding glass door. t iVhrdaws alit Doors", dated QB�'13,{1 S. on Qdi"r30 (19. g -up ins trig _, prepared 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 acceptance. tr is deed 1�tt3 Dade C rProdtacr Control Sec lion that this psvdtset ar material to its to - ., � signed 3) Water Resistance Test, per FBC. TAS 20 94. �P • ^ meet �e requirements of die applicable - boil code by'Fenestration lion Testizut Lab. Inc.. Test R No. FTL 8?1 � . dated 1?.•07 �1 �. si ed and � �►_ -1. Notice of A taru�e No_ 14-071'_.02 issued to ENERGI Fenestration Solutions USA, This product is approved as dewribed herein and has been designed to comp4h %-ith the Florida Building Code. sealed by Idalmes Ortega. P. E_ (Test report m ised on 02155:16 and 02 214 i 6) 4) Large Nlissik Impact Test per FBC. TAS 201-94 Inc. for then- TAIN 3040 and Lighter Shades (:'von N% hite) Rigid PVC Exterior including the High. VelmityHurricane Zone- 2. Test report on 1) Air Infiltration Test. per FBC. TAS 202-9.4 5) Cyclic 'Find Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 091'15116, expiring on QM4r21. 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 along with mar ed drawings and installation die of ,.m,vl shdm lass door, 5. Notice of Acceptance No-1"712.04 issued to ENERGI Fenestration Solutions USA, DESC FSPTI�UI: Series ~gg?0� 7"�0'" Vim l Sorg Glass Door (Reinforced) srr"wo 9 �c 1 � corners-L.I.i.I. �$�1 8 g APPROVAL DOCL EIT: Drawing 1tio.-g5'0.0 Rer I3. tstleef "Vm�i Sliding Glass Door NOA (L�i}". sheep 3) water Resistance Test. per FBC. TAS 202-94. by Feniesmation Testing Lab. Inc.. Test Report No. FTL 8552. dated 1.ry 04 15. signed and Im for their '`Bronze and Lighter Shades of Cap Coated Rigid. PV'C Exterior ) Large Missile Impact Test per FBC-. TAS 201-94 sealed by Ida nris Ortega. P. E. (Test revised on 02.'15,2016) Extrusions for Windows and Doors" dated 09� 1546, expiring on 04; l&20. I through 21 of 21. preparedbv szlantifacture:r. dated 1Orb5� 15 and last rrc�i�ed on Q2,'Olr'21. signed arxi sealed by 5) Cyclic '@i=tnd Pressure Loading FBC". TAS 203- report •�_ 6. Notice ofA Acceptance moved to ENER.GIFenesiraci+anSahliitians USA. A. Lyrm Mier. P.E.. bearing the Miit:mi-Dade County Product Control Re%,uson s with the Nonce of 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 20_ 94 crept Acceptancenumber and eapisataou date by the Fiatni-Dint County Frodrict Control Sec oa 6) Faced Entry Test. per FBC. TAS 202-94 a) Large Missile Impact Test per FBC. TAS 201-94 Inc_ for their -Mike Right -PVC' Exterior Extrusions for Windows and Doors" dated along withmadeed-Up drawings and installation diagram of v nrl slid=, glass door. prepared 3) C'vrlic Wind Ptesstare Loadingger FBC. TAS _'03-94 09/10117, etp0'e 21 isiq on 848. '1 [55TI.E LVIPACT R.ATLIG: Large and SrnallMBssih+t Impact Resistant by Fenestration letting Lab, inc._ Test Report No. FTL 85.i6. dated 11'06 15. signed and along withmarked-up drawings and installation diagram ofi invl sliding glass door, prepared 7. Test reports No(s). 1Q-002-79_'(A), 10-46-M527. 535753-09. per A►SiMiE-84: Limitations: table 1(sheet and table ? (sheet 8 fora k SGi7 unlit sus. date surer, re orcements sealed b;� Idalmrs Ortega. P E. (Test report revised on 01,04 16 and 02 `11 2016) by Fenestration Testing Lab. Inc.. Test Report No. FIL 6638 (iu�les A-1 thru A-22). dated ASTND 1929 and ASTMD-635. issue4 by EXOVA to Vision Fxausiaa for cellulosic � � � anchor layout design ements ffi 1 i thrtl 1� 3. `rest on 1).Air Stag :� • per FBC-.Test S 2FBC`. TAS _Q_ -94 11'19� 10, signed and sealed by Jorge A. C'auso. P. E. (Strbtrritted rrtldrr'viD4:�"a 11- roue t�arateriai,. glass types, sill rises (see tables B-1 & B-2. sheets i -8) and 5 quit ,2 �,-94 2. Rigjld Rthite PL C. Tan (Non -white) Rigid P'V C oath Brown coated (Painted of ted) ainite plight PV C to be ) Pe1• 014.. 0-!) (SubArilrt8d ttttde7 1'4.3 A�o. 11-0107.O,t) labeled per refatucedNOA'sregtiimnreuts. 3) Water Resistance Test per FBC. TAS 202 4 S Test reporton 1) Air Infiltration Test. per FBC. TAS 242-94 8. Notice of Acceptance No. 1•#-0916.11 tsssnted to Ruraray America.. Inc. for their 3. Eness operable doors must complywith min clear vndthor height per FBC requirement as applicable. 4) Large .Missile Impact Test per FBC. TAS 201-94 2) Uniform. Static Air Pressure Test. per FBC. TAS 202-94 "SentrrGlasg (Clear and N%Irire) Interlayer1. expiring on 07,041$. 4. Pocket walls under separate approval. to be vevievmd by offal 5) C)xhc Find Pres tzne Loading per FBC_ TAS 203 _94 3) Water Resistance Test. per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Rtiraray America. Inc- for their L42EL> C:: Each unct shall bear a pemameat label with that er'sname or ion. city. stage and:eries a 6) Furred Entry Test, per FBC. TAS ?02-9-t 4j L,a�rge L l sstlr In4nct Test per FBC. TAS 201-94 "Irasifol tZtraciear. Clear and Color Pt'B intea• ers'. expiring on 07,0819. following Dade County Product Control Approved". noted herein. along with marked -up drawings and installation diagram of.-mvl sliding glass door. prepared 5) Cyclic iWind Pressure Loadmgper FBC. TAS 203-94 RENEWAL of thisN0A shall be consideredafter a re pal application has bermhies! and there has beenno by Fenestration Testing Lab, Inc., Test Report No_ FTL 8547. dated 1.2-04 15: signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATE-NIE�+TS change in the applicable bit nigcodenegati,;ely affectingthe pe a of this product sealed b idalmis Ortega. P.E. (lest report relied ori� 0'1571 along. with harp ed-up drawings and installation diag�x of vinyl slidu.� glass door, prepared 1. Sta:enxni letter of confornau�ce with FBC ;o'Edidon (202a) and FBC.-6* Edition 4. Test F on 1 Air Infiltration Tesx. FBC. T-S _ _ by Fenestration Testing Lab, Inc. _ Test Report No_ FTL 633 , (satzples A-1 thru A-5), dated (201*'} issued by nauttrfactturr, dated 0&"14,17, signed sealed by Draw A=3il . P.E_ TERS ATION of this NOA will occur after the expiration date or if these has been a revision or change m the } - materials. use, asnsl�or matutfacture of the product or ptocess. disuse of this NOA as an eudot-Amens of any product, ?) Uniform Static Alt Presstitt Test, per FBC. T: S 202-94 121 � 06 10. signed 'arid sealed bti_ Jorge A. C auso. P. E. �(Subirrined under .1� OA X0.11- ?_ Statement Letter of no financial interest. dated 04;1 & 17, issued by mund'actum. signed for sales. a&erttsing or aqv otimpurposes shall autonatically leruumte this NOA. Failureto comply with any 3) Water Resistance Test. per FBC. TAS 202-94 010 - 4.9) '& sealed by Lynn Miller; P-E. section of this NOA shall be cause for termination and removal ofNOA_ 4) Large 1-fissile InVact Test per FBC. TAS 20194 3. Letter of lab compliance, part of the aboute test reports. .ADVERTISEMENT: The NOA numberpreceded by the words .khams-3 ode Counts-. Florida. and followed by the 5) Cymlic Wind Fnesswe Loading per FBC. TAS 203-� C . CAI.0 L'L �iTIO � S 4. REP, Test Proposal No.17-0387. dated 05.V5,'17. signed by Ishaq Chwda. P.E. MUM expiration date maybe sii sn idvestising ht`erarixe. If any stion of the NOAis d lowed. then it shall be 6) Forced Entry Test= per FBC, TAS _'02-94 p splayed po tsp 1. Anchor verifuatiou cakulations and smuctural auatvsis. complying with FBC-201�, G. 0173ER done in its entirety. along with marled -tip drawings .and installation diagram ofvinyl sliding glass door.. prepared prepared. by PGT, dated 1 _', 15anyl last r�Tised on 0? 15.16, .� and sealed br LN STEMON: A co ofthis entire NOA sball bepro-tided to the user b -the:aasmiactuser or its distributors and by Fenestration Testing Lab; Inc., Test Report No. FTL 8548. dated 12,04 15. signed and 1. Notice of Acceptance No.15-1210.01. isswd to PGT Industries. for their Series copy pr J r Anthon} L. Miller; P.E. (Srrbrrritrtd rrnder.V4.4 0.15-1_10.011. - 557012770" Wins l S Glass Door (Reinforced L.M.I. ex on 04_� 14�' 11 _ shall be available for inspection at dhe}ob site at the request oftheStuldmg Official seated by Idalnris C?rtega P. E. (Test report rev, on 01 tI41 Ci and 0_'11 16). '. Glazing complies with ASTN�IE-1300-09. Sliding ) - P� This NOA re-%+,ts & reavas NO A#:0-0429.05 and consists of tlhispage l and ti ient:epages E-1. E-2. E-3. E-4. E-5 & E-6 as well as appro;ai document mentioned above. I The submitted documentation was reviewed by Isla L Chanda. P,E. haq L Glands. P.E. Ishaq I. C'handa, P.E. Ishaq I C`hands, P.E. Product Control Unit Suptrrisor Pro duct Control Unit Suptrrisor Product Control Unit Suptrri;or NOA 1a. 2142.0;-03 _X0A -No. =.03 *% I - 21-020S.03 l+ 0A o.:1-0206.0.1 Co Expiration Dam April 14. 2026 Expiration Date: April la, 2026 Expiration Date: April 14, 2026 Expiration Dant April 1-n, 2026 Approral Date:March 2$. 2021 Approcat Date: March 2g. 202I +c + + . + Paat 1 E _l E -- ro�-al Date: March -0_1 E _3 Appraxal Dnttt March 'If, 2021 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previous submittal .A. DRAWINGS 1. Drawing No. ?1ID-45 70.0 RerB_ titled -Vinyl Sliding Glass Door NOA (I.M'*. sheets I through 21 of 211, prepared by manufacturer dated M05.15 and last rreUised on 04r2 2.20. signed and sealed by A. Lyim Milla, P.E. B. TESTS 1. Test reports ors. 1) Air Infiltration Test. per FBC. TAS 20_2-1 2) Uniforms Static Air Pressure Test. Loading per FBC_ T.A,S 202-94 3) `rater Resistance Text. per FBC. TAS 202-94 4) Large hlissile impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along with snarto d-up drawings and i=a1iticn diatin= of all PGT Industries, Inc. repres+entativre units listed below and tested to cptualif3- Dowsi1791 aid Dows;d 983 silicones. prepared by Fenestration Testinng Laboratory, Ins:.. Test Reports No. FTL-7897, PGT PIA75520 PVC Fixed Window (twit 6 is proposal). dated 09,;03014 FTL-20-2107.1, PGT SGD780 Ahtntirnran Sliding Glass Door (emit 7 in proposal) FTL-20- 2107.1 PGT CA740 Ab= Outswinig Casement Window (unit 8 in proposal) FTL-20- 210 7.3. PGT Pa17620A Aluminum Fixed Window (unit 9 in pry and FTL-20-2107.4. PGT PW, 7620A Alumitiimn Fixed Alindm, (unit 1.0 in proposal) darted 0T 131,20. all signned and sealed by Idalanns Ortega. P.F. C'. CALCULATIONS 1. Anchor verification calculations and structural analysis. complying with FBC 7tn Edition (0020). dated 04 2 20, prepared by manufacturer signed and sealed by Anthony Lynn -Nriller, P_E. 2. Glaaintg c AST'tiE1 -04, -09, -12 and -16. D. QU ALrTY ASSURANCE Atha mi-Dade Department of Regulatory.and Economic Resources (RER). E. MLATERLAL CERTIFICATIONS 1. Notice of Acceptance No.1"30:.02 tutued to Kurarav America. Inc. for their -Trosifolt, Ultraelear_ Clear, and Color PVB Glass Incerlayers"- expiring an 07t'M24. 2. Notice of Acceptance No.17-080&02 issued toKurar~ay America. Inc. forrtheir "Senni-Glasg (C lear and While) Glass Interlayers". expi:l* cn107 ,0423. 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 'Brume Coated (Painted or Laminated) alike Rol PVC Exterior Extrusions for Windows and Doors. expiring on 09/30,24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series " 1B,1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Winclows and Doors-'. expiring on 12a29,121. Ishaq I. Chands. P.E. Product Control Unit Suptrrisor IN0A N-o. 21-01.06.43 Expiration Date: April 14,10'.6 Approt al Dsto::liarch E -a CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMITED E. MLATERLAL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C519 Thermal Conductivity 0.881 BTU -in: hr.-ft=-T. ASTMi F 1249 V'V•'TR Pass. ASTM D39S5 Owen -Pass. ASTM E 2190 I_G. Durability -No Fog -Pass (Strbinkied larder pretlous O 4 .Vo.15-0400 01) 6. Quanex Part Dura complying with ASTM C51 S Thermal ConductilMy 2 2 7 Ku-m: AST__ F 1249 V k7R Pass. ASTM D 1434 Argon Penirance-Pass. ASTM E 2189 I.G. Durabi]ity No Fog. AST'�i E 5-#6 Dew Point Deelopuyrut -m_0 F in 48 hrs_ (Stibittitted tender !►-Ci 4 .Vo.15-0409.05). Vision Extrusions_ Ltd- Parts compt-ing with PVC :A.AMA 303-13. V'ohintary Specification for Rigid Polyvinyl Chloride (PVC) F_xterior Profiles for Vision Extrusions. Ltd.-V'E_ -1 by 4.4,NMA Fenestration Exterior Profile Certification Program. (Submined larder .V 0_4 .Vo- I5_ 0409.05) S. Vision Extrusions. Ltd. Parts complying with PVC- AANLA 303 -13. (Sir wiled under+t'02.4 X& 15-040 45) 9 PVC-AAM.A 303-13. Vohintary Specification for Rigid Pohrvinyl Chide jTVC) Exterior Profiles for Vision Extrusions_ Ltd_ VAS.-1 by AANLA Fenestration Exterior Profile Certification Progratm 10. Notice of Acceptance No. 18-1217.14 issued to Enffp Fenestration Solution- USA_ Inc. for their .'Tan 3040 & light shade (non -white) White Rigid PVC Exreiior Extrusions for Windows and Doors'`. egg on 03.•0421. 11, .Notice of Acceptance No. 18-0122.02 issued to Enetp Fenestration Solution- USA. Inc. for their series " VtUe Rigid PVC Exterior Extrusions for Windows and Doors expiring on 0?ng;23- 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Soltution. USA. Inc. for their ' Bronze & tight shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 04iM 25. F. STATEMENTS 1. Statesmen letter of conformance to FBC 711 Edition (2020). dated 04 '22 20. tsswd by manufacturer. signed and staled by Anthony L}iw Miller_ P_E. 2. Statennent letter of no fiUal1CMl interest and of independent. issued by manufacturer. dated 04il8.20. signed and sealed by Anthony Lymn vhller. P.E. 3. Private Labeling Agreement document between PGT_ dated 03 30:15 and siped by all in-mhned parties G. OTTERS 1. This _11GA revises NO -AA 17-0420.06 (P''G'Tw,,CGI) and updates to FBC 2020 (?thEdition). expiring 04,2121. 2. FIR Test proposals #194155 dated 0110,20 approved by Ishag1_ C'hand _ P_E_ expiring 04:'14:21. Ishaq i. Ch.lnda, P.E. Product Control Unit Supertisor `�C7 o..l-t3.tJZ.03 Expiration Date: April 14.20.6 Approval Dates March .+, 20.1 E -. PGT Industries. Inc. ol Im Dormul 4 agwxe 41 U 11 4_! ► 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rey- B. titled ''Vinyl Sliding Glass Door NOA (LM)-*. sheets 1 throu+gli 21 of 21. prepared by manufacturer. dated 10,05 15 .and last rn-nsed on 02 01;2 L signed and sealed by A. Lynn .Miller. P.E. Note: This revision consists replacement of sate exivinng installation scmv with flat head. B. TESTS 1. Nonce. C . CALCULATIONS 1. None D. QUALIIV:-ASSURAN CE 1. 'rani -Davie Departs of Regulator and Economic Resources (RER). E. 1LATERLAL CERTIFICATIONS L Notice of Acceptance No.19-0305.02 issued to Kurarar ;America, Inc. for their "Trosifoit t-lti•aclear, Clear, and Color PUB Glass Interlavers . expuing on OTO&24. 2 'Notice of Acceptance No.17-0808.02 issued to Kura gray America, Inc. for their "Sentrc-Glasg, (Clear and White) Grass Interlayers expui-Ing on07/04,123. 3 'Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) Vt'hite Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09. 30,24. 4 Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their sorts "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Esnvsions for Vi endows and Doors-, expiring on 12;29.21. F. STATE311E TS 1 StateaKat letter of conformarnce to FBC '?`s Edition (2020), dated 02110 '21, issued by manufacturersued and sealed by Anthony Lyon \tiller. P.E. '_. Private Labeling Agreement dated 03.08!21 between PGT Industries. Inc. and CGI Windows and Dom Inc.. signed by Dean M. Ruart P.E.. V.P. Engineering. on behalf of both companies- G. OTHERS 1 This NOA revises & renews NOA-0 20-0429.015 (PLAw,CGI), expiring 04:14:26. 2. The cuirrent associated PLA CGI file ar21-0205.01_ etpirmg 04;1.4, 26. E -6 I:.h:➢tq I. Chands. P.E. Product Control Unit Superrisor 1+t?d No. 21-02,06.03 Expiration Datt: April 14.2026 Approval Date: starch N. 20.1. AUG 0 3 2022 v IATI 1, � t.v ASSIS Virtudl ,,d aprJrr1\1�'d Plans tv I ,'_n t..� r for con plai ic;c- "'V-0 Vier Edition by DeDrd Anne Kla. ;: L;,u s_ (D z Ct� cu > 0 s_ L oi Q 0 � o i C/) V o0 o �- w :�F C- Q � z J Z Q Cl- SHEET N0. PA 1.3 March 15, 2022 /IT : J QQO INC. _..,,_...,.._._� .- TILLlT r"-_T ice S EI . _,._. 'k•A' I'i�tt A 1►t..I-M lit., PF - P R 0 D U CT _EVALSlAZiSaiN REPORT REPORT NO: 20-0728.01 DATE- Juy 26.2020 PROLWCT CA I f: GORY: SPIKI WS PRODUCT SUB. CA rFGiOR'v.- Stomp Pen -lit PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PA NF,t. MANUFACT1JftElE Global Protectlon Products LLC. 4FrO S_W SI Sir"! 03we. Froro$:33314 1...P_UBPQSE-QF EVALUATION: Thrs is a Product Evaluation Report i6*t,od Oy Wetter A. TINIt. Jr, PEE. IS)%t, Ira 0 1906) to the Global Protection Products. LLC, Rule Chapter No 614320-3. Method 10 of the Florida. Department of Business ano Prolesislona) Regulation This prrALCl lc :,- irvy issued an Evadust.on Report as described heroin. rend has bean ver flied for compliance In =o dance with Uri 2020 Seventh Edition of the Florida s , id,ing Cwo. _ acne to verify that the pm-4,.2ct is lot the purpose Standod at least act iraient to thlat mCulra d by the CCodo Ted!! Product�Va+uritann Repon sha1 be Sutle'ct to i"Pw ,,brla.t rvvasion in case of a BuidI t@ COrd^e ci`ar►0c that may afTed its limitations and misdllloni 2. EVIDENCE -SUBMITTED: 2,1. PRODUCT EVALUATION DOCUMENT (P.E-D.): Drawing No. 20-176, tftled '20 GAGE GALVANIZED STEEL STORM PANEL" sheaftt I thru 20 of 26 prepared by Tiftewco, Inc.. signed and ,Sealed by Walter A. Tllia Jr., P E„ doled 07T28M20. This drawing is, an integral part aril h is Eyablat r Report aA+t''f f't 7'»Alrgw a�,, y.( 4 t`•. 4' t�IsF art I .- - - _ _ * t� list I lr *t $(OP lOF *' eras 4 6355 *OA It#th StMCI. SwtC 30 , SAiWii. FlaxitiA lI I66 - Phau (MI 871-1530 - I I i rxaOLct KV,443-aj 2.2. TEST REPORTS: Large mis I"I,acf a')d tangle load rests "re Performed under Protowho TAS 201, 203 as per section 1626 of the Florida Bwlaing Corder. Uniform statue kw4nis as pot TAS 202 Protocol Tesl cc oorts prepared by Hurricane I-ngtnesting 8 Testing, Inc. Reports 0 W569 dated 0=9/199r3, 0 70 dated 0911811 . if96-T30 datod 119R00996, al' three stoned and sealed by Hector M M&-tina P.E.. Fa%aturation Testing Laboratory, Inc, report's R 2032 dated 04.18AM and Al 2120 dated 10(D5,1998 witnesawl by Gllt>er• Diatrond. P.E and Report No 0219,41.09, dated March 4, 2WQI, s ortod and .seated by Edrnundn Larguorpada. P C and Hanry Hattem, P E. Terts4le tort nep10n N im 9CM-197 py OC Metallufgledl, InF..• dated March 13 2009 seep nod arte sealed by Frank Grate, P E 2.1 STRUCTURAL ENGINED(ING CALCULATORS: On 20 Gaga Gaivaniaed Steel Storm Panel for maximum paewt length vet. design wind load. as well as rlta)L41TAum aocror rrpacIng 'ws CCaIgn wind load and panel length bases on ratfonal and comparative soaily'tis, anc 'r accordance with section 1616 of the Florida Builihng Code Cat;uWtorrs proltwed by Tifeco, Inc dated 11 r01*8 and 03f' V t 5. signed and Wai•Ad by Waiter A. Tiled, Jr„ P.E. 3, MISSILEWACT.RE810TANCIL Large rnibalte Impact uncles secttwt 1826 of the Fterido Butldtng Coda as per TAS 201 Protocol 4..'WIND LOAD$ RESISTANCE; 20 Gage Ga°vanized Stool Storm Panel has been verified to iustair wind pressims. Mawnwri Canal le.lgih sniall be as Jin&Ated on sheets 8 110.114. 15, 16. 19. 25 and 26 of 26 of Product Evaluation Document (P E.O.), drawing No. 20.176. Maximum Anchor Spacing shall bet art indicated can sheets 8, S. 10, 11, 14, 15, 17, 16, 19, 20 25"26 or 28. of Product Eyaluattort Docuarerd (PA D.), drawing No. 20.176. 5, INSTALLATION: Irstaeatiun uhafl be prial umed strictly it) accardorlto with details indicated on Sheets 3 trnr 7. 10 thru 20. 23. 24 and Zit of 26, of PToduct Evaklauun Dt2curimn (P.E.O.), drawing No. 20.176. Mirtimuir, separation to glass shall be are indicated on sheets 8, 14, 16. 25 and 26 of 2a of Prod-vd Evaluation DocumanIt (P.E.D.). drawing No. 20-176 i,,-, C• t WY. i411 ,y y_. 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G�IAN Ae aMGr'. a<' «TATr Or RLataA At• t n 'a_aaP Alosoaa As 1."`."& T,J,I A,- Tea-.." owaA.+.a, " S I} 111IlaAAN Ulr:AA%' VS TAAC1], A*L t31% ALLI rA%KLI R-S AND Ct IV•Jr, ANttM A.I'C1 '.4 .. I"(�l rloaKrA el.aon4ODE G CK vaac•h t tow+Kta itM 1 abc. .0-1 3111" at I 1W ma t•ca W. l 20 Gafit GALVAJIM PQL STORM PANEL i it oil K AI _dt a saL*-tr ANGONs a1.k.: IN 1ro..-tx3 ?A' I,'o fA 110"C t ft=- w. tc �. 0 t67 1. - - - - - - � -i *40 MCC( A%L K P(A MID •/.' .-ac ar.KW% %A0 1-fti K ' Ile Liar -=I vo,A - -- _ rxn• AA0 i• Ewa. 1 e.t.a .r. vex "X_4 f>w W ' IL 6 G 0 Sall ` "�"'� f�toTceltaf �IIOotKss. tuft ','•+ ere S. ?• IT•nf -i �� .,�1(t 4* .. yips M ft mj�, ;..I _.. P . ,1 .. , M. Ca„ 1 so=1Tis �I E,., L,A.. y _a ELS A� IC I A I'I'.Lt„ ,EIX ��I�'.UI�E C ACP .F--Q G.CI±GR@RETE�..I CK„ STRUCTURESt 1 NODAN 1004:0100.o ....... y p.�, ,, r.Km a 1• 01AP• AI own A WMF Ail � -.,:.- "M I *,awe' t`. 1 - 1: t3.L,Ht .Y3efN lATI'e[. ,•v.+.RL tLu sfsaa�l .. 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I _ _ 11 - ft� ! li t 'E aMa I ( I I , - /":'� + i, i , � A ; i I t1 t t s., I I,. 3 t - ^J . , A... 1 , _ q i i I ... , ' - I I� M�i a }t A 1 N r.tWt!' - t I was rr& a I � 1 i 1 f'a.L': t : I ,re-..r+t I 11 t n,.'•; i j ; IA "Ir Ag��t dd 1 ��IHtS i olplryK [ L ! 1 �rrN " f I �, : i 1 "� - �• ItrSlAfa Ia11•l: t C• • I n.[,I.0 "IIL•O: t li •A •N e.1 .- ca.c.m CAA`A& ' a i r It; I C414r� to i' I CO.Crl,It K 1._._.Ia,R A IKpAtllt ;-1A' r _. = I31I.T_ "M ,� rlaSa..c 14Ay0* .. w a err + Y - y _ l ..i l , V.- L _ ., ,. j�! t� 1r , r INB of aRL' ."t.a. al 1 / I IiI MCK% MNmm � -14 Q. ,• 40.04" .Kier. �. A IY a . �u'Y,uCA�i sM'i �. v� ton V tom! WW" W ''a SO.rAAa at tww 'I 1;W IA r-••' ia, . n twlrow 0, K.�n a rwwAw a a at s a r.NOAa Is a,Ir s a a, Slam a a.re.o. 4. XiG II�K'[&WNATE NU OUT MQU"NG ,CAA ��-- taAtt M L W tr.Ir oafs I Ea . CM OVAAtr I Na i� "' cell $CaatCA»'4{. fN. "'�..0, , I / Wirt', a A or I "1 aw i Ia I i w . : I ;yKTMv . ArdtL_. t-'? .LCII/trl M � 1t tKl� ' ;� awe a of I ?4 • 'A - I. ILI. A aG,TC.Y M`JII`.3R.=* JM K i `w, - 1 -'Sep A T ePWi N• NA'1 `-C' S-l" .A., CC¢?A0 .A,sID ' i'L ANDA VJPJX ro ct M.' yr,w..IL ft.,'�i,k � Zo+» - , r w-... C01,0311111 I ,AI]a [t 0 e t> x ,• a" k $T NAIL .tatArats 7rI GItOt Cal AfattD l�tL 0a1I A4L � a ar 5 a rR. A. 7 IX7E v- ✓ AN /A GLOW PROTECTION PR00tICT5an 164, 11 1,N1,11, iJ C.raAl1.. sameo�at l�, - j .••"•• � i7.�.. &_.Sw C4.-as.. A•i.-K Ltf• --_ V MAl E -_ . 1s . - - - - . r,. -.� w»r.a •« IN..a.a•1, 20- 7s / riff i,�.v,..•vR a KIp•.. _ �.i T """rr. _ Iatlue w KT. a 1:t. P1 , �� -_ ._------_.-__ - ..�...r� : _ i r'- a loll. 3M EMMUCrYYAILVATr 10IN Rrr'gat IN IS. MATERIAL-C-HARACTERISTICS AND SPECIFICATIONS: Shall be snotty in accordance with General Notes arid Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E D). drawing No_20476. Anchor spcc�ficaations, shaft be as Indicated on atlaets t. 7 and 21 of chi. of Product Evaluation Document (P,E D-), drawing No, 20-176. 7. LIMITATIONS AND CONDITIONS OF USE; 7. I. Shalt be 14sivIlly in c orripNorK a with General holes No 1. 8 On 14, Indicated on sheet 1 0' 26, as well as General Notoss 1 lent 4 Slid 11 thfu 16. Indicated on uhvet 21 of 26 of Pro dAnl Evituatton Document (P E.D.). drawing No. 20.176 by Tstecs. ft. and signed and sealed by Wafer A Ti71a, Jr„ RE 7.2. Product may be msteaed within HIGH VELOCITY HURIRIrCANE 20NES as defined on 5ecion 1 r.2 of the Florida Bu ddirg Code 7 3 Product shall only be installed into peursd conctate, concrete block" and wood frame vnicture•s. Product Evaivavon Report prepared by Walter A Tola. Jr., P.E (Florida Lloense NoP 44167). President of Tdkw. Inc_ IFioilds CA-0006719). _-wr - . 44167 : $a_ 'w - � - v -� WATIL O llrT=T}COACYONQf CORDS'P.E 62PORT=CIG'ODA1.PROIiC7KAP4Mt,'CIS LIC,X+OAaa CW"MZLL'e-u.Ls'a*W►IMEL1D*Ma:olt* Re-•,2a10,'30 ao- TI L.1 �_Co�lG. TiLLIT T119TINO & ENGINEERING COMPANY vIAALi'tr.k A TIL.:LI:'. Per_, : E REPORT NO,: 10-0727.02 DATE: ,S'a.ity 27.2020 PRODUCT CATEGORY, Srsuters PRODUCT SUB -CATEGORY: Stem Pariols PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtiliCtl n Products. LLC 4800 S.W. 51 Street Davie, F"a ;s3314 ]._PAMPOSE OF EVACUATION: This is a Product Evaluation Report issued by Walter A, Titlit. Jr.. P.E. (System ID s' 1006) to the Global' Protection Products, LLC Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Profeasionaal Regulation This product is being Issued an Evaluation Report as described herein. and has been vertf)nd for compliance in accordance with fi►o 2020 Sovienth Edition of the Ffo7da Budding Code. and to verity that :he product is for the pu•poso intended al Errata' rtqurvalana, to Ihat required try the Code This Product Evakmatio-i Report shill( be s'tloect lo review' and revision in rase of it Building Code Change that rtt•ay affect ds lirrbtalions and conditions 2.-EWDEN9E. SU B M iTTED: 2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20.175, titled `24 GAGE GALVANIZED STEEL STORM PANEL". +L",At$ 1 Ihru 18 of 18 t2rttfiarucl ivy Tilteco. Inc.: aigneld and sealed by Walter A Tillit. Jr-. P,E, datod 07/2712020. This drawing i$ an Antog*?tlifl;1ig41)f11s Evaivaf,fari Report " rM IE �� ..�llt44 r 11 . -4._ _ , jw �GFd1 ' �.. f s _. " i-116, ; S _.- I- s " s"a7F OF ' fir: "(0Rt4)1 wA 011I N W loin Sirtxl, 5sii;a ed5, Midi'°Iclrrolla Tl l6b • Y't)orx_ f3OSl If71.1 �+iltiAt s�1G� l•t 53I iPS 4 NI f_4R_ EG E__SAEFLx 5-JO .P.AMW IYALS r. 'III", .Ta'y r0*.t - - S Ica' ITG'4L r>H'� . . - •) Q@@• neae-ka ,sec.., _ _ • - a;�p- . ' - . Yf:'• ,.. A:[s` *' ' Dos' I; ate' r.xs �- .. ' *W- '% _'_�\ _ LA awAt it i Tr. .. 1icc.. • `.z+t ,^y, : i5 !' a.o2e [Aw,r rill Vet' a. ,rt..lr { Gar _ 11, : a! •' t-I Oa.. / ^e,.K9 - CCµ I OW 21p•. . .(1,tA" �\ ♦- j Drllli � .I _ .4 .c s! \� '..... \ LNAO[ CO 1N•RAM 4 iI tiw = A. CO" K1aa a_I i fO4TM • 1 4 3 1 -! r l JX7At • r 1 / *! g if, ST�Ati PAfdlEi :R EwD 4►t5lgb/ P 9 P.wi14 0PC 1/• ' �' ,<.. A a rw. -",' - 1W .'. A:'. SI. */.9_.M .1ILV •/ 14Aa/0 rwCA a� R C : _ I tI ttla4 is f5A at'ta _f All trial �. - aA 5,1W - _ _ M&,.s - --- '- HO - �, . 4s ai-s "'..Al i j I l I T'S- r �� pe ' __-_.�.+ __ 1 SIX_. , •.-_--_ ., k' ,Ir .. or- Kea ,u - - - _ _ ' �11 ru • .r Adaa" rr .a' ], Ave - ._ ----- � A - .,�.a _ Q <L._ _ , .� . ,, _ IID.CtwG I PaL. ii1R. ilr 1 RfYd.^. J* W �" [� : ,x[_ .+.wry C 4. a 'Ic( :AA •' ^CA I. "A ow. t�� . JA .1 1 cYa , 0 "h' HEADER S`' "U� FtEAi?ER ,., e•'-� �N ANGU WITH STUD «4 ANGtE�wdTM_ - , w % ," L• I 1 I . ; SW i r or'T >Q4r`on ni6' . It ,Jw I W.-""di at.AP . - act,• T W f I (1)K� MALE wAS11Ett i, - - aa• I i Iris' i.•: t - @••" " 6 i ., � I Cw61 M UL I t I + 1?a1I , .!a'. " . 1 �_ __r 1 . i _ - yt3•- _ t.rRt. s . _ _.___• '- - - ten- *rn e.s - ;em• - CS) 2"X7'Xt/4' .L " +_ .44 ..w M.n AI ruleuld At a�,r lwe€ aNaHt• «r-=",.., , rA3`.l3 .r` ..$-0 ria+ ,% Vitt W tc", A•Artti silt •Aar - I;." It• - OW 1'' CaF -- =,,c^ - 1A R-W,. . I 1W , 15- Id. -# -�- I - - I i .11 +SIR I ^Ito' ' ' I ..'C, j .t.I }.. l lc '/.'.-Act N. iA1t A aA CR0 I„IIt' PA alCal a •r ,?A' oa _ f •"- ,, T .x 1' +A7" Oct• IaI ov 1 -r ' - l to --, Cwt- 1 owl - -- ; 8 ' 'tr' 7atAfdSlwt� �ye ' 8 T am -PLATED 1W. -. It 4 A Tllli wax -Arm r"• 1 / 'catIFA "SIfG l 01 �Gfra sF ""... . No 4tt57 In. A I - 1 .. IN * fats. t coo[ V" I A r R+.At q t ,-'� aloe "m W 20 itt K 4ALVAMM PEEL SIM PANIC •I P KE7 t tE c)rf • twt� ' IT4t i.�� - - �,vl. t Al tli1 .s �i fl - I L E f- O t+`LOBAL PROTECT1011 PROOIICTS. LLC a.N r,n '�ey Firma , �''t - - rantu �-I w�W r, R�.w^'�i.__-1« .r V t�:..►,I1,.-y1^ ,r t•RYt`-rrea,.0 [t - IAet.Wn4 }.. • _ S,.Ae h All• • I^ i Za -I-.-,-. - � rift. S z wag s..,r•• T__"�� _ •Marta, ,Ir •A T41tAMF.it('i,M1 r wws�. ., I- �.-_.- A' - v Ae 1Hf5 A LATIQ.N.__QEMI.�F9 _ff5_JJ1A .,.PANELS i do 1A QD CUXOM WAES 9M I ALLA_T�i_I�_ Pam OONCiIm [RD...EXIST G POURE(� CONCRETE OR _=N_Ce.RETIIa._2LQSK STRUC VR �/.' iAy [y�rt iY y � �rI � �� yr� yA♦ox-OR � 1�pL� p �(�r�►� C_ . -. ,I� ^t's t c 10c".,i)Q'r - 'ti blgiy+-y1t,AA. AUD r1,AR r¢t.MAr4,-,1.i1'Sz.->.i¢sT,l. N�./. E 2 -.._ _ STOW.PAND---aLl.atiita7 .taw,. n Kart ."T QA b A- fiat ttilasAi Ge � t:.-:,S+ i Y _tom 4 RJWZUA .,,. %W" a a a, ,..11 I I'+at1D- a. " I I- I . I A. r - �I I 1 4y 4A 1.C1AA .t.-D _.I i COW" i 1 t: 4 1 ; I ,, ��► - i ti t r1Qa,N3 I I i i' 3 .•.. r t i t 1-1 • : 1 LIVING POWD - jj . i -life f "• -. ,.,m .., i K (OW01'" 04 I 1 � • lap." -tt,Lc� - � ! 1 1 1 ' 1)1 .PAw&Awn a•� . - : b; Ate:au { 1 1 ' �. - - _- J I I I I 1 1 Ala• - ' i I ! ,IAiVfPd.A2E1 Vim^ �a�lq ."M. .~,'-.,I�I•.w..r 1 t - ` a1.1• .1 It I x Coe- H (Pt.IaHi a�A. a Y+e i a.�. .� ( I j 4C 1 ul",- i fj ra - t n- L �r7 A. 11.'.R . ar,.- A • 1 I 'l•", . I ., `fq-■tll+.rt IM.t y 1 I 1 1d I w iIP•c1+A } �I 1 W rr .•r � �••.1, _. I.. 1aeAwA r CI A____,M w r'xi,�r---_ r I _ _-_ tar. Iir.1 �1', r o-N•. : 1 . i yl +n aAr u I i . .. t r . � Jf Dtiask �", It n ii ` 11} it : t & ^, , r . +Nn a b r.1,.a ,a I�w `/. It i I Y A , : i A r' . rr^ leaf" - I ; i a •% , Wt i 1 .1"t'..I. t' 1.`ii . �.It " '"MI ..I I t , � - I I I . I 1 r # ! q - - M __ - .i,.m'arl/ aC.E. •'• .. I a fi f11tAff) .ass.A It.%-CftI�XiOrp' � I „y tttr I,tt4.' CASE D46fIN N1 =_. vu A A IAAlLA.'t (- 1r"I- " • � � � - w� # � . � 1tr,. A, .0 r. --I , wi- � .• wr �., win , w .,-a ar :. - a- _ t %4;1 race.. i ;'4. : �,. s.sa 7" y.. reel IDatuul sit .q % I 1 � i Iil T a a A: WALL IA _ -� 1,•ars a n+eA.� ., 'I'.a w ... -- - --- _- t+ r.afING = •yam sir .fit' 1,a, 16Yr Y'.Aa 'JI "' tier c 49AE f fPlwif) Bzs""`_ _",,Ac.sr WX10 4-4 t- .OW t'hA+r Tii.•.fg• I I r ►Tort: t iR f ,f -•-• yy\ . E_ t--ra••' • ^d-_ •- vast . " . , .Ja' : t-jpR_Ll�lOftr'tiel_IX_ <'3CrG i. NOX6 P.A+f WWI" . T !, ao"OM 110.J11`+,t`.S xN or . I - -4 .'" _ - t �40 .N N.+ u. 'L krf r`= r lr•_i<AaN 'ref l~K..- %. '�" , I�T + 9 LQiI1aA e'IIKf G CGICNi (If' A rN,r+PM Nvat'ktoM io 2iY.Lr.c'c +* LrAC1rTl dK ..... CliaiarTl *LCi, 1st. r wv. e. tY A w4r A A . I . •IUA.e} �+., rtr 20 clGt nAr-AA12Tl) grt,[L $r0ff1 r t 5Et11DN X-X a . * - Act. a. S tl as � `' - - - 4 08Ai PROi E"ON PROMTS, LLL.�N"'v,t� y>tr r, ^•- I©INS �7151L_-fSi1L PAC f f3UiRtD_!11 , iQP J0. A � 1. I "%A DOTTOY TBACK5 AD CENT TO 5T11CC0 . °c Rt0' • "��� t` n. .: v `ate w -, t o �: • 20-I2i JA f4Tzs4 i S iF .. ! R T . w �I1ANA, va ' n..lw a ,@t� S( Al ., ,,-•,..•.A.Lroz :, I.u'•1 _ _ r -_ r WANNa tt, tltOp . t Y4• l 1 dvrrutr NO. �717= 3 2.2. TEST REPORTS: I aar'go missiile in*ald ;osd tests -efe performed under SSTD 12.99 standard as (x'r section IW912 of fhe Florida Buikfrrg Code. Ur�orrrt static loads as per Section 1700 A.3• Per ASTM E-330 Teeter reports preirgrIed by Antatican Testing Lab of Sleuth Fonda. Reports 0814.ot-01 dated 03MI/C2 witnessed by William R. Mehner. P.E.. Bortz Moroz. P,E and Henry Hattem, P.E. am Report No 0219 01-09. dated February 25. 2009. signed and sealed by Edri•undo Largaospada, P.E. and Henry Hottest, P E. Large missile impact and cyclic ioadinas per Proto ols TAS 20t & 203 as per section 'W-, 1.2 of the Florida Flu tdlno Cade- Toil Paport prepared by Atnarolen Testing Lab o' South Florida, Report No 1123.01-10. datod fVmrernber 23, 20.0, signed and sealed by Ju:10 ( . Gonzatez. P.E Tonslle test report No 9CM-198 try OC Metsllurg", Inc. dated March 13. 2009. s gred and seated by Frank Grate. P E. as por ASTM E-8 and Tensile Test at per CIC LSotafturgicai Report No. iOKI.4-1318, dated Decombor 1 . 2010 s�lgned and %n afed by Jorry Jaciolano, P.E. as per ASTfvt E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gnge Galvarftzad Sloe Storm Panel for maxornum panel loogth its design wind tried, as wee as maximum anchor spacing vs- design ward toad and panxai length based on rations: and comparative anotysts. and ,n accordance with section 1604 of the Florida Bulidirg Code Cafctuial.ons prvpa red by Tifteco, Inv , dated 12115/10 and 06127f13 (for itus roviswn), and sealed try Walter A TdId, Jr , P.E_ 1-MISSILE IMPACT RESISTANCE! Large mtssils impact under section 1609 1-2 of the Flureda Bulldirg Code, as per SSTD 12.99 Standard and TAS 201. 4, WIND LOA4S_RESiS(ANtCE: .t4 1rt1" t��' lvanl,zed Siena "'term Panel has been Verified 10 sustain wind lxrssures fMAxtalurn panuIl '4ongtti shell be as ifldlCaited on sheets 3. 9, 10„ t 1. 12 and 17 of 18 of Product Evaluator) Document (P.E D ), dritieba No. 20-0.173 Maximum Anchor Spaung Sham be As odicated on shoots 5. 9. M 11. 13 thra 16 and 18 e' 18, of Product Evaluatior Document (P.E•D.), drawing No. 20-175. 24 Gage Gataantzed 5wial Storm Panel has been verged for code compliance to . WD6 as a non -porous imDrm shu"er assilimbly, as pw SSTD 12.W Standard. ' SrAlit OF .�t ,r ORl4� t�-4 F�.: • .. :Ss�tt I/d. 2/4, 3/6. 4/4. 5/5. 7/5, ILW rILL-1 LYALLAmer 6. I NSTALI.a�tTION: Installation Shall be performed stnctiy in accordance with dctat's indicated on Ofeets 3 thru 8, 12 thru 18 of I& of Product Evaluation Document (P.E.D.), drawing No, 20.17S h4inimum separation to glass shall be as lndicatrw on st►8ats 3, 6. 13. 14. 15. 18 and '6 of 18. of Product EvalLation Document (P.E.D ), drawing No. 20-176. 6. MATERIAL CHARMUMISTICS AND SPECIFICATIONS: Shall be strictly ft, rdaMe with Ger- aN Notua Iv4 Components indicalel on shoot 1 and 2 of 18, Of PtOdUCI Evaluation Document ;P E D). drawing No. 21-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Produ:' Evtaluation Dowifent (P E D. ), drawing No. 20.173. T. UMITATlDI+1;II ANO C•O.I!I�I8_0F USE: 7.1 Shalt be %lot- fv n compliance with General Notes No, 1, 8 thou 14. Indicated on sheet t of 18 of Product Evaluation Doctlmcnt (P.E.D.), drawing No, 20.175 pnepaM by T-iftxo. k►c. slid signori and sealed by Waller A, TIM. Jr PE 7.2. PTOd-10 shtsit riot t28 installed within HIGH VELOCITY HURMCANE ZONES as defaaed cn section 1620.2 of ft* Florida Buiiding, Cole 7.3. Product shall only be Instal,ec into poured' concrete, concrete block, and wood frame strucduras Product Evahyaticn Report ciruperpd by Weiler A. Tdla, Jr., P.E. (Florida Lluon:se No. "16T), PresNCent of Tilteco. Inc (Florida CA-0008719). WAr' a -. a-, ". Trip AWL54 �CGRt2e t ► E. RaloRT.�s a, a:4.VAMUO STFtt 97mu plimi mm o ss.fYa4 Ar'i 1 w/ t o. 2w/10. 3w/10. 4wj10. 6/s Sw/ 10, iw/ 11 1k 7w/ t t Y .AAA wC.ve$ .on exit>tam Air 1"MAt 0. 104EM a A a r Iry 1. IYA ICd 60W SM SM-CI14 Or atria N a 1, ".. vet.- +______i_­___­­C _ _ -_-..._.i� + __.. D.iA.. 2 3 4 :-- , .- t I I . - IG " ' 1 I . , "Aou1 %TD AAPRIS - O'L1LYL[, •MF4IS a1/ 1/AJ-214. •- , Mt SEC'+cMS 44 - s.s V% }0Lt a/ A./1I` . )/Ju Aso. r�-; ar?rtm II • L. vwv lux w •_'asrL 4% AolnrC r1t 1 � r I - . . I i � to I. p D. M.. 4 - 1 �' '� _.r , o I a - r• " e js z/4 3/4 4/4 5/5 7/5 r Iw` a t.Jr.' ' �» tw/t0. ZW/10. Isle/10. 4W/1o. `� rygT SKIN/10. eve/It at 7w/11 6/3 A U 6 0 3 itr A.o�A s 0 __ « Teti Ur CPO O a- r. % a It r e - vIRTI ''c'.Y ASSIST ( $ Ct�t -LAR_ STQRM_ EAN1l�_L_& %al ELEVATION ✓IrtL,,,, ,� aNi lE.N.V �.SS1�it, Inc. •!I and ap aft tAeaJ�ta a Win . ,. .. ,,..,. - ....,w 11AI c) � i� I.. . 44167 SECTION A -A *i'. * '" i:.. �- C-i;. •.. :LLOR � Plans �lVie'/v I t�IT1pI.:teu "'- ' for con ipllal ��� NXILI' I. 2C�G� T WIN Edition by Deora Hnne Klan 1 . 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I (MU cuosoo +ar ON low 22 1 lj ) t , ,. 1 4 "M i • a bI aG li��I 1 , •/••f "AP4L1611,11 1,16ti6 ..Isis• a 12 ,/2" 0C �1. � ,_1 :" "167 rlo#loa el#Lalrta CQErE IrLmt rwWT 66wrMfcOrt T4aWt Yt' • tat# %1T6• c 24 &GE OAIVAiM�,D MELL TH Mt PAO /i' gum too Rolla �_.._.-._.........,_.__,__ • tic" r _ _. Iy PJ'Wltafa �iL� �, „R 5P0!tAt 4� I �and u w. tM� OW i "' r... +w i'r+-at .,, arw....• .west Iw1iwM-,mot I. "-"M tnI 2G,-175 s ■ox�A Altar A-.�slt"' i•r ! _ Wi,P+ •I P •a '6--• a) a) c- (n M N -t-, N � U O � = m -a a. '0) U .- cn E cu En a) - U _a C 0 Q ,� _-_ L 2 a) •O LL M 0 > cn • - (] '�VI-- L c V1 V M aJ I I--+ " - a) Im � (D c/) I 0_ < a) U cz O 6- U a) f%i W LU Q Z . Q fl- SHEET NO. S H 1.4. 11 1 EZIW/lo (149 SCMA Cal a 4VWAW4 010 CA "C 6m. SAL$ S- P49L, ly -C, ft A' tAt-,tP1 VAK: t,,A,_ &L"11. Off WLAO VAC,:'All -.Wk.A"t0ff :1 Milt twv viim�:d LT r.,)& AV .,L "il k* Vf (I I've rfft­ 14t ILI, L -J-1 A- mi 7 -041, EZ 1 8. El I W/ 18 r(P(QALJ.UYA UI R-FOR SERIES 2QQQ E-Z HANG STORM PANEL J 51 5IEM 7= 77 1 '77*7 .7 77 70`7 7 v" w 11 it SIATE to ENC-,1NEER1NC- ENOtNCCRtNO EXPRESS' FORODUCT EVALUATION RILPt)i4l 5*00"In 15 2m AVO- N~ JZWJ - R2 EX Rated WWAW 20MO Prodixt 901"uLmoctwoe AR AwwwAm SKAM and CA*" marwhodiew ms,*" IUD Dan" ROW W.Aa Pj*m 9#fth rk 31s" p4m.&Aid Scope of Evahation: 'I E'.44oA qow,4 beirio ft-wrtA in wo-tseirts *41% thif towiviinnaim 31 the Fkw4m �,l &a tTIC-14A R." CbPvrb41.W R%90 CKAVW filcm 1 03.a F A C s"A ow lew-30 ., eovlt_* r4i, F.441flod t,dt This veoill.$ -.444 iebtrld 4" be*- t-j#d *n%,w %,­vd I--- C�, whew ce rwqA.,r A wA& Iff# 1 L­IA itlokkiv C040 CQ4. Substantiating Data: . M2WT LVALOM MCM920 EX,VwwwV AIQCp 1Y543 is =24oa GiN3W0 A 3k0i WMZY shPOft A pteal&toll N C,,Wv-- &%VWJ an Ffiv. fiol.tLAffft P C ft &A AU14fAl PW , pelfeet rEAT&E , 10- utrwkifa7hol D". Iola" in imm TAS M 1*0 silmod" W bms mpai! 46T A4(ii 11001 Vsr Disclawate, To0mv live LAmper"miefle or ro%Aawv wW cycle bmi-V vewbaimm has be" beltiodm fecatdefltM wah TAS 201 Bred TAS -103 1-1 o- teamplArUs) SO? A3447401 or 11mciftalm Too" W. . L=WQiftl E1010"HIESMIALmhamm wma'. ef w,­1­j . ­WKett b--. vl#vwwj Orch e+ett 00 P odud awksw an ceallAmwidt- BswAi ans," loqirh Via 1)ft7." dw%W u0be spanii 5"wabc., 16i5 SW 11­ Ailtoul S.I?f 1156, VeI..jB%v (ssd) 3S4 be@ It. A P.I. .1 t efti MW I AA1 (,Ij 'i: '-A�. 411 mi 1(h #0 " 51 % V, At' . !AIW �qV --W l:4 I`Atff�,Jftlk WASe 41 Aft.190 CA VW- t,_*T rjofbi:fl Or C%r, fAmr- si IAl. _'A' te., -AW-0 "I. %r l C_­W, - i:. f. Vu 1;�m -�%:4 am -A 1%,.r ;-jr� A. :019; 4!7 t LAV W .lkvk" N Cavlectcv W1110to 44,;Ik A,,e� WIL" ft:­Afc: 1!% wt £.Ie Aw&lr 1.'k..hWQN 01 9*4Y-; ? -X*­,Q ASA- C<__Af A* aNl eAfli. 121:A't(VJ t IyQtkza bIVIL.-w- CWE ilt­ Pap V.!_.*Y 24 Q-'t GXVA"V Intl 5}C010 PAJ04A. I L E C 0 PLOW PRO7ECTJ10N PRODUCTS. U.C. rr .7Tw_f A t r-ebb., 21q- 7t. 77. All Al Mine No 33% wooesimle on mearmwe we" plas ow w8d m a* dew of rmS SOVI&NIbin tMM O#Arl*V it IWA nerAlod tail if"tANNOOffift 0.016WOP *F WW4 100T,* 4 WO kapact Resistance; LAwOm ht"O 1400^4410" has ft" *$"WWW*d 416 "40M Bit in Peleffiiolmh %%0.d ARIA 1OP"t) AW ft omsm~ Saw in the eogonew" embeivA of per r"mi Wind Load Resistance -­ -j fir t"w toed 43 W-Xo*J In Me soaft wimblows) Del Mw■ PilAlA$ E.A.AlAh DOCUriVOI If 0 •I rrsO diatiervi hu"fifftaft T)v% pfediou thee be i . &P. „1_i comitilwatle with Be efipwrtfvv Ptoduct Evalwabilo" Dociamird IT a ft !,w tho'e, PiodW conVonefft I-W W of Ire mlftiml %palcubeff in Uvjd pdoduict v it mpucliselT P!W"l Evskamban Docurwfx v 0 6,9ww',wv dr-00wo Limitations & Conditions of Use: "hoo-v 4,0W.Wmigoo) as mew AN Uqpo" hM4 *%ABoIj#qp% ~Apt Oes-9190 W I nn? at I I One " am Of & M-041141 Mott stwolpt v"QwA4 he In tN% r01040" % MOVASPIP snow towiUMP iftfol of dvrRY,tlt md On a "W sp"Ac truss in a fr6wrf @a polveowle! wormw Ah compelotwill wtggft Aeo pennIneirlittv crellAted Vwd Do Pok-omf *Ij64"bA t4rvilsoft r*r4�bnw1eAKf h% po&iej hn bw* 0040ej kv ta. w*N1 0,4 .40sw the top vowev KOWA" Ztwm (e(vmz? R'lip.-niAN FrAALB0mAf&, P1 gmw*Emxo Comw -1AFA`14614q (vi AtAh 146-4 160 SW $I­ tilS,I) IS4 0660 1 (116b) 3"-9999 441 it -tftilt JJJ _J4 11 0 0 r A e '.A 7 7-T­a's=, �6= 2t_ Wrtt r A. !j- tKTQ_RQVREQ QNCffJEi_ ONCRETE BLOCK AND WOW _5_TRMLJAnRE5 V.--Cei a trot .4. -Amk eF., rooK, wxlL .4. MOO it, M zr*- 41 IS t2l or umv m ore 41 Ali-* -1-04, rote It L Li A, .4ja X-A V =7 "'A's 'Ap"m [ ( . - 001 " V" vxr C '. tommr! 'A 0--mut WALL ida=mc MLL WOUNIM 1"TION Ell ALTIE "1w L*N VASXL LEW.- W&4LATACM ARIL CA4, I Ir!:* LAO A1, C DEV" MKS&-.m RAW- -�- be a -wL vlo- 4W f(,* lito 01XV 116" cowslp%c_�," 0:100 %ftvQ&n M K scvr"itel, P-AS %, i, A/ ­­ ALL AMERICAN SHUTTERS AND GLASS Z49a GALVANIZED STEEL S-TURM PANELS %r HVHZ & NON HVHZ) 1p *tat ­.ftIw ml, Wrlio, f `60 t -ow 41 1, AN vIe'le, 44, 1 L M At !Ci?`1 A WIC" TYPICAL VEER. IC AL HOUN I ELEVA I ION If W S' I II rs"m St LC1w .1 '(OAK irst" 4yxptftv %-V� Ar- 0 1441 ccloit-1 AkWiovisft 'j"m �&&Lr I VERTICAL MOUNT ELEVATION /T*`\ (NOTCHED PANELS) 11l 14 * y f1zv&T10h ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: f� %1­ C,ctwa 5FAN $CHtL)ULrz NOTES: POW" US$ *"A% 04 f4-4. 10 U&ZV r o - r= L ?351tietv TAW 441.es Am AW'V vowv)Qoli, .CZ04" A& 1, r T.0 IE- - -r,-V 4 t144, 4"Ortit �,Af 44 $� k 47�A t WN4 T T. k %SMN k CAV ig WO Kithil 0 A I At f�_- 4 k 1 Z IT A r a k t ", F F & NA t M it 1 - At C W it W. TO 0 9 Fk XI-" I'D 10AV 1:04 1 au" 1 P4 cft%ft; K .10,�ZW - j ILDR12A "L04W. CG0( likn !NJ' vwocry ku, Z," Volt PANU C 0 1XOSAL MYECT)ON PRNUCTS. LLC. 3, w AF 114- Keel "v 3-1 7!1 U 7 MAXIMUM AILOWASLE ;4lt�: DE -SIGN PRFSSurtr-s: Eli. QFSTGN W)TFS! WAAWE NO Awc4lut XV411 1'Sfl W Vrm tmS5.f5.Ir"q",x IK r1FT("twt%#T-L P T "All As 14 .11 `AtSEvok LOAM,. NIOD **IS64AAN� hl;f*t4e. AS SNM* GENERAL NOTES: 1 MY setm, ;4_i; Ri .1 4'Jt be 1�404*A,111 #I �., M.-r-Itio lrftwvy- 4 JAMiAlt %PMJ.&CCjFX %t�rr rj�-%fjtIlV$ WWA� bit 91 S"M 060to 5T0#4tCJWP&;W6ft Pfflid!. 4ry14V.f 1-"t%WIBeA fife ZQKI-3016 TA= -P11% . LKLAW Lri JOSIMIL94 61MItitt.0 ­"Wr lL--%CrAbF -=TS -M IrA M%IL %CWPA ar. 1-11 w vot 40 . , : t%" 0 0 r?~ , 6W.1 0 1 Vnw - A - t % It t? .,4,0 A, 1.'14' =-A 0 Y. If1h Atloll. to 4WI 4 044"1 W^P, 4 14.4 bf`w's s,'A" caboo,_ It. A11w "40 sill Q�J" OW Gal,."Uzv 99.'ft Al 14l . .1 -46 3 %w %WVe '130<Saw 1. 1411� el�ftvr bek". it. ,awtR~�11 s rvrw f-l"Fes-Am fulmlk; -1 -rd%T rt.m_ 14 .,&TTv ftf "�, &,*.A --mo. betex- Twost rne, -_lm1tAAL bet 1.�= L,0.47�1w% 4111C."m C. 0­fm" fKAACv_1 to ..ft cl-am. ref ff,' "-I In't, -. M.-.4f ..., t;, miwtt.,� Be -w mmmtL - Lmbitm Af,r," A "o" - Ail LAdift •COWAF.?bGTW MV'lA'MG Hell MN . .11. !fts V1311 KALC 1011643 Fil lop MINIMUFI ALLOWABLEvA-1mS)--$PAN SCMEDULE 4 "Awl" A ii F4_ e­ 'Ar- . X1 vr' k A r craw c • Or 5I" f�It I a -1 v f� t:F4 i 1�,I". .lr - r ,Tqr X _L w & _Q"A&_ MJS Il 20-31S43 I VI NF A Uj rAiaa 20-31543 �;R41hT�IIJLPANEL DETAIL 41 W12 AUG 0 I. , Lw ASSIST jirtL,,jl paview Ass lj - - Pnr, Plans Rc�,view -mt 1 ; d a t - , f ' 'the 2020 r f-nr%, i1PijGC-- \JVAn v r, Edition by Der)rd Anne Klphv 7 "o 30CA__$ A ;7 L wo- L zow +410 "11" I 7w, Slit -Ll, n ■ id Iqt Mo L t C)ft*- ?-I Of 1W, QUO- a ol III% I'le FIN ell, a .41,- NMI P r 111C., � ±94 MV1 .4 on, f a %44A 206S �_m� t;. rill IS C3 f t ars7 �- tt oil Js'Btu 2r WNJ, !V_1=1 tow -at WT f`f Oro FIT "...j., A )BIC, �zv yI ANCHOR SPACING SCHEDULE: AMEN" twJ ir. _0 ro Cl c.- r. to ;. w"V d, * �- m #�A s _x - lt t - is .I l4q. it. SKr FCLIE. m mip Sav Ikee- lawitiv-,141 " f31 a Air Is 44 1 164-. at Us, Ali, sid-I -- iiv­.Als A.— eclat z1. I',-t fah Q. _ 13 r 994" ILT-147-1 w r- Is 'W.,tr -4 1-19- A$ 9 k4s lei: V $2 I:# A_n lil 1= f* 4_11' 26 If, Iff, %A FvPn I wile AV .1, Ad TI-F $77 at F.M: t It , AT wir U.- IT: 7. ITFTW�37-- !A.:K Li _-0L?_1 07 on SKIN" 0nnt>LfrIA C.aCiuttnntc. �1 Cltrail CA 4t 46 a If. R B, 6;SKr 140 -jm_0 &41 4 i- .17 of jar I.gr _-jj�f Wil 71 ittv rr "Cr, to - &W is V me- Sb,_ sr 13 IT It 0, • OW I�V It rjL&B_ ♦�*B' SLO 14f a_ %4_ ter SKr fi• to tj V 24 At •0r ta. v t4.W- 6C lrv k Y'r f- iu r&-av Z - 9 it 16 Timtl•1. 1, we, 51 IV will $1, 1;%, Mo. %I* . .4 v 0, 1 Jr - a A, vir 4r 49- 'W Lfi it. r' 's`rN 4 ANCHOR NOTIES: 1 OP74030 5i0fLE1_%L Apkit'. wy COL. ".3vion a e%ItA &%CO%A liDemu &WO loft KA00% broc OWL, l"t E.ASM40 SFF kcfko-. 14009. ON W-0 Ito 4%0 SOLK? SRI^ d t M To" oq NO. To -,R__JrIL%4 wwmste." 91,411 ;top Ow"M4904ty imm"rTm rvfvv) I .0"t. ftmivow ARE I%bq uw* ". CoRistow-IoN **9111 &AU 40tiamw. vqwlwa I", ?AAC� 5tihm1r. 060.4" r": 1 a" 6 A C 1~. 1.%?$ WA IWAM�, JeLa ..'im If 24-W 3 fV"Ok Dock wol 5 t%4Twft wvwf,;QwvA" 10 AVV CK 4.9m e4 B00ftWMW LLMo09Off #Z %WrDAAMO04 SC40ME A �bCoatcormA'.V Mok Ana 0r04A%96ALL nkalids W." a Lkieltri it V.- mt. of It.1111to W W•f143 to A9XQiAI1,T Iv aselte&,oAM to B%T %t*WUU FA:,maw to P-Y*<-Xl r> A<XMAW 'JW POP SIM CLOWS PWUS 0 mk:)qvw w1'PfA% Weil "A'.T 1fr 0"kMei ".G&OPBOW flF -CAM lfetn "40 %KF AINOW ASO SIX, Aef Srial A 904-4,Als. CAR W&F" =I!AO JUMAL9 Na 'mC,101flis otuct wv"IL0-45 96 LVOIAR 10.2 n .47T "SKIT Ten #CA wv *TT- r-Q AftirIcift vL-`Nr4ie`%41-11CQ a" tw, " v c.() -m (a) > 0 7:3 0 CL 0 m ( 0 (1) -0 C) 7 0 (a) o 3: O L 0 41 m -0 M 0 > Ln E 0 Ln (D k (a) o- C_ CO m 40 0 1— _sue . = C/) < U) _+__j (D -III-IIIJ C/) M 0 0 L (a) Cz 00 LU SHEET NO, SH 1i5. FC 4 0 UP WFATHFR 8 qAR k " FTL*Ib)I�/t sARRIFR •-- WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY ILY SEC TEMP�RARiLv sEcuRF LK)OH HOL]UH OPENING E--- i WEATHER RESISITiVIL [lARR1ER i `t � WOOD FRAME CONSTR. """v - 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 V V -0 > TAPE __ r `-EXTERIOR SHEATHING - SELF ADHERE[} FLASHI t4'-i" BFAC} OF c%}NSTR RY I APPING DOWN ADHL:SIVE TO BE APPLE UNDER OVER RIM JOIST AND tIP E TI iRr SHOT, D OF DOOR, ANT) (0.6 cm : 30.5 cm) SELF-ADHERLD FLASHING include flashing as described in Section R703.4. t) 0 Q 0 0 1- "'• •o.. .- WALL BY t3 ft ItIC. tUItN UI' JAM8 8-. Utk LIOVID " NAIL k3L"iANU T..TK iv.CTtIr7,L VVt:Ai HER " EXTERIOR R703.1.1 Water resistance. The exterior wall envelope stall be des�ned and constructed in a manner that prevents the accumulation of water � � C KCi _�, - ' PRCXX C:AUI_ KING CEMT FIN.within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 75 WEATHER �r 4F! F-AII411FFIF0 FI A,SIIIN{, -_ BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.RESISITIVE BARRIER -Al - �- > sr TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complyingwith ASTM D226 for T 1 felt or other Ype 0 0 UNUER MfXINc; (srr DrTAII wPC17) ,� k approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 a asphalt felt shall be applied horizontally, _ �- Q SELF -ADHERED FLASHING .� --� f with the upper layer lapped over the lower layer rat less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other cc '` approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt 0 CIO O > MEAD FLASHING TIE-IN adyINSsecure wea 1. hut, fold & nperrarily secure weather �. `. RIM JL71ST felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building PP P P rig '- 0 Q) s... up resistive barrier above header to allow for v `- appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. ,� C3 0_ .0 '2- THESE DETAILS ARE GENERIC AND flashing insta Wiling coy-- -v MEANT TO SHOW GENERAL. FLASHING AND WATERPROOFING METHODS TO 2. W adhered plus head flashing under weather res,I� batrler 1 3. Fad barrier beat neat 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q paper. The BE USED. over weather reslwith 2 2 C2.) individual layers shall be installed independen such that each la er rovides a se rate continuous lane and an flashiflaaning aY rig in ar,d rleai with � Y P Pa P Y (installed - accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW wpol SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A J� / ('� Y Y P V SELF -ADHERED FLASHING CEMT. FINISH SILO POTSHELFf CHIMNEY SHOULDER /� / (� Y Y P V Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance Pt PP 9 FLASHING iNSTALlAT14N AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. I:x7ERIOR SHCATtONG .._-..._-. _ T`?tTEP,:C tsthTHkNi, �- i 4i4"•�I" RFAr) OF CON^STR �� INSTALL SELF'- ACC)HERLD MECHANICALLY FASTEN IF RUBBErt12ED ASPHALT P-- RJBt3EFtl�l=0 NEEDED IN CORNERS AraHFSIVF ASPHALT ADHESIVE 3W C MI=NL PLASTER ADHESIVE TO BE APPLIED UNDER �--, FLASt�NG JA:.TR & HEAD .�� t 4HINU, :ALL TIIRESIIruLIo L3F DCJLIR AND RFnikn i UP JAMB B-. USE LKKJUIL) NAIL 8RANL � ,,- FL.I�NC.EDr�naWPU11) THROUGH SELF -ADHERED FLASHING --- SELF -ADHERED FLASHING--- / R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance the manufacturer* instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes � ' PPI� CirKJ I•.#ASONRY f� O(:K / OR EiniAl WI-ATtiFR PRf7C?r C.AII) KlNf, s"`f (SC:I; NAIL �"lt'Ot) s r-_� used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the 1�II+ITL flRYLQK - - HtFf=R TTT TEC.HNK:AI `' _ J i t SCORED into the building EXtREME t t 1 I FR t�N c-rsttutK:At . ". t �, �' � RELEASE PAPER entry of water wall cavity or penetration of water to the structural framing components. F �R • :.. \ C A RLI , • • .` � 4 l I i��:cSE folwnv:A•v� Self -adhered membranes used as flashing shall comply eve AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building AAMA 800 ` 1)SFAIANTAT SEIrAOtt[RE�rt Ii�iG - - t� +cK�ttEtnSti�rv,. -o ��� ro tstE � wall with a sealant complying with or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and .f. '. O SEALANT GE O wlNDovt 13tI To OUTSIDE EDGE OF : ` • ' .� WrNLiC}w l3lX:K • � i - `,� �': s ��. ' TN Akv):�Iuna 6�A VFHTK:Ad Y i-R0 M BOTTOM Cif TtitC n �o�tesrve b dicwN, � k � EE contraction, ASTMC1281, pPtype AAMA 812, Or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings s: , '. 7) T JOINT 5) SCAI ANT FROM INSIDE - . shall be installed at the fOlkrwing locations: WIN" FIRAME • . t. • ' �` t BUCK AM ND 10UOW "x '+ x rvF <, � .. - : �J. a s + . , `�- ,:^m SECT A ([ L)i~TAIL WPT.I2) 1 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ----_.__ Attu PER(: f • RFkF-ATtEREC}fkA$FNN<, � f /- � l > finish or to the water resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing B) TOU FD SFAI ANI RLUUW2E4 NTS READ BRIDGING � I 2 shall comply with at exterior window and door openings shall be installed in accordance with one or more of the following: rtnaalrc: AND wxuxOw ` 5 1.1 The fenestration manufacturer's installation and flashing instruc±ions, for FRAw� ELF r ieRe01 FLASHING or applications not addressed in the fenestration - s) INDOSEALANT vvlNtLLvT FRS T wINtxJw atx:K ALL THE WAY NAII NG FCAN IW = - `._' J c�} `^ 4 manufacturerr's instructions, in accordance with ft flashingmanufacturer's instnrctions. Where flashing instructions or details are g • AROUND. INCLUDING ,ILL. �% 2 DO NOT FLASH OVER SEAL TOPS OF ,FISTS 1 uvIt`' KINU \ 6 not provided, pan flashing shall be installed at the sdl of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM NAB $ FtAWit (SEE DETAIL WP�7) 2 � � drainage. Openings using pan flashing shall in g corporate flashing or protection at the head and sides. _ 1.2 1.2 in accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 in accordance with FMAIAAMA 100, FMA/ AAi4A 200, FMAfWDMA 250, FMAIAAMA! WDMA 300 or FMA/AAMAIWDMA 400. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ROUND WINDOW t A PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SELF ADHERED FLASHING �P06 FENESTRATION INSTALLATION AND INTERFACE HALF Y Y f_ t,,/ v v INSIDE CORNER 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. _ - Ground -•-- - ( 3- 3-Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SFEATHING j '� _ 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. S.At wall and roof intersections. � r Water Resistant Better 7. 7.At built-in gutters. JAMB, SILL AND HEAL} DETAIL �� �," .�� Lath APPROVFD1 ATt -�, SEWRAP _ 5FI_F-ADHFREDFI..AFiHINGs PATCH - s Sh@i}thlR THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCT� "� -'" :: FLASHING AND WATERPROOFING METHODS TO BE USED. 314• CEMENT PLASTER IJ MR train) DRY! OK FXTRFME APPROVED FLASHING TAPE;71 DOUBLE J ; ' + e . - 7/8" Cement Plaster -�- in accordance with 7/8" Cement Plaster %r SEALANT SOCKET WITH TOOL[DAPPROVED SEALANT � J(7tST SINGLE w000 BEAM I " • � ' Fcwltdatitxt wel( ' Jt3t5r BELOW SELF-AiERE[) FLA3HINC3 SELF -ADHERED FLASHING ,- • • 4 • • ''� ASTMC926 in accordance with -�-" " AS'1 MC926 Felt backed 2� .. metal lathe in Felt 3"MIN _' "" - accordance . backed metal SELF -ADHERED SELF -ADHERED FLASHING FLASHING 4 i 5) with ASTMC 1063 /-�' lathe in accordance / with ASTMC1063 �--- Bulking Paper Building Paper - --- SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING C3UTSIDECOFtNEI WP08 FOUNDATION WEEP SCREED WP09 sheathing 7/16" O.S.B. 4 ,--- - MetFl sheathing EXTRUDED SHOULDER DECK JOIST Flashing Weep Sneed CU . SELF -ADHERED FLASHING 2x FRAMEWALL---._, �' installed As Per Manufact. Specs. -�Il•r-� PRODUCTS DETAILS TiLE FINISH-------_ ttlN c}i sAF LEGEND SELF At)HERLD FI.A~aHHING (SAW) o �'`- Mainlain Stem or similar Stampede Rotto+ri of cm* bottom H Cn L)RAINAGL PLANL WT?B DRAINAGE PLANE (DP) WFATtIFR RESISTANT '" _ "" I BARRIER (WRFi) - - � " BLIND 4'B BC)Nf) BREAK WFATi iER RESISTANT BARRIER -� Weep Screed lt?Int only 1 1 /2• t0 2" Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > �- - ,rt r rU RRING ( tATII ,- Above Roof vn PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'-4" PER PLAN m ¢ Z Pi ASTFR A('CF� c}RY a s:i! tiiTt! StiE.ATk;kNG Vv�+'. r'Ll'}fir0001. oEhISiGE.NS�, Sheathing Installed As Per Manufat•t. Spy. Detail Instructions ..... j l- WRAP D� wRs CINTCI Refer to the number marked as # n each detail that comes rids t0 the 1'-0" PER PLAN ;� ,,. 7I IF VFRTtCa1I 1 �tIRFAC:F TO TOP OF 1/2" CernFerttltlOUS Cement Plaster - Decorative Finish 0 I� numbered items in the list of instructions below: 11 1-LANGE A`„'ANAIR in accordance SLOPE ISAtrttlEF! s i;2- INCH FLANGE with ASTMC926 •. All inside and over wood 2rhd ••.° ' °• L� 1. Install self -adhered flashing in order as shown by numbers $ CMU - " �� -' " - -� "` fbor outside comer will . •o• Tom' 2- Install flashing and weather resistive barrier to form water shedding 4" OR 8" CMU . - - .. - _ - .. _.. L _ - � •, need to be miter i -,F-+ laps P --- 9 - - I cut and caulked all 3. Self -adhered flashing can be Substituted for building palter (PER SEAT DEPTH) _ - z z I -STRUCTURAL FRAMING l • '•••o, ,b•••' butt joints need to • • 3 Split the release r using the ripcord (Split release on demand, 4. Spl papa rig pC { p FILL WITH GROUT --.� _ --- d g g a a li � _ i ! . ;rtTuc svt k :sHthfMIN4 .• • •. becaulked using Stampede or Sim. embed in the adhesive layer - for ease of installation and to layer) minimize scoring cuts - - °� �� s - ' A . ' � � a d - rt,is one is A I�suLT ctt PLASTER STOP NATURAL. SHIRINKAGE. - STttii' Ot 5AF caulk for all j'� 5. Remove all release paper per standard installation instructions and -_ e •� 2 ( - DO NOT SEAL. C.r}NTkNLTOI.I8 BAl}KER - NAGr Pi ANr VIRS adhere to using a square piece of flashing material (6" x 6'" _�� .. e _ T�Irx} x ;CAI AN I -. Date SCREED PLAST IC BREAK V+IRB Minimum)substrate; 6. Faki as shown by arrows SLOPED MUD BED =-- • - ix F w a ACCESSORY , ,�RC+NCD ICn 1 LATH `'--� ICU 7. Angle of corner may vary, adjust folding of the flashing accordingly toeWn� A7 .i m fit tilt to Corner VINYL SHOWER PAN - t :, •. e : rn Note: 8. Mechanically fasten as necessary 5�t3F ` t' SIS' The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster w d n�► �{ CA, Inc. t"itNT1 _rsBACK.ERW"D tLrai ,t:�11E d SRiAtANt le ,e :,t' E rr end over block ! . -.. r rid a 1st floor' Z a a • Plans C:EMENTITIOU HNI`SH t/V for con 1plli;' --- - bu Dear& lIIE' r?I sG-!) l rle✓ Ki�°�.. nj _ 00 _J -� Edition SHEET NO. SHOWER SEAT WP1 1 SOFFIT/CANTILEVER WP10 1NEEP SCREED_ DETAIL _ - WP1 SCALE: NOT TO SCALE so pp- y 10-1 L-Cavr 6 it� Ab6o�Fsqacoc b50'z �- `� 3a� 1 L sl�,� Fe..,4,, 2�89 F+ 0 k