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HomeMy WebLinkAbout6304 Beverly Hills DrCFj\1r . ) SU 0 9 -Lal 6 ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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 PRE -CAST LINTEL CALL Oq = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF 7, STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <-ELEV NUMBER 4 A15 2 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al E---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. E P4 t4ARmm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED Al FOUNDATION PLANA2 1 STAND 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 2 4 Z022 v I RTU AL Rr-Iitl'l 4SS'S R Virtual ��f IPA ,� I-�s� �, L, .. . Plans Rev;--w come iF*'d for compliance with the Edition by Debra Anne Klahr PX2,_O 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. (V O Q UO J Ln co ¢ Ufa• ,e. : � , . � t z w _ O w it 0 Q W L C -O 11 00 M N ti co /I''' 00 N V -no r°i � � M � } O v .� O U- m •-s UpN ^N` w Q 00 EM m W L a -00 cm/) W LU w w�� w J w 0 z� 20o��LLV0LL_j0 (� Q w _j 20 atom oZomoom°Z¢V Ia- C300 0 z 0wa.V5wwW55Xwd-O° �p¢�W �?WZowc�o0. o00. LL w BHP �w°¢ OW Q O U. F�w It O Z CNI O� D J O F- M Q WM � LL It 2 U) w M � a'z � < 00 Z U F- z 3: Ww JQ mi (O 14, N N O N ti N O O 06 M co 0o �- O N O N O N �- N N CV O cV O N O cV O N O N O cV O N O 00 Ln 00 M � O N 4 0 0 0 O O r- O Cfl O C ,^ u J N ; 0 0 N 0 M O V O LO O t0 O I-- I I I 1 ' V CO Z Z O 0 w wu) 0 Uo�o F_0 Q a. , q Z� Q =m0z (V 3:Z J 00 �mzw }W2 M �ZZLL (V w N OgIz .. z Z Sao U � OU o W � ¢ z w W N N M o (V LAST PLOT DATE Apr. 25, 22 z O J COVER SHEET m 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 M = 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 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY D1 MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 4 x 3 DP 'x 16' #5s 6" O.C. EA. WAY AM24 v � ,IRTUAL F:vitV; xSS1S Virtual Revie' F sr _-A Plans Review C�I,-1; for compliance with the 20y� Edition by Debra Anne Klahr PX2300 i1 FOUNDATION PLAN- ELEVATION B 1 /4„ = 1 '-011 N N O N Lo co �€ w +� O -{ � •o z W � E > 00M 0 4 M C :) A, L W �O 2UU OLLS a� s U .^N, 6r" w c aN V 0 E ci W v a a V, w Uj p W U W O~ WF~ LU _j � YZw Z (' LLJ �� _j,0�COU_0 acnix Owo OZo LL O �H ZU OO anjWW�,Z ZpOWUpOz W 9WZU) �o 0aaJ UQ gWp OwQ Q O L O Z w O11— to 5 ti O M cM Q � U ti z H w CLu7 M_ <00 z0� Wz WQ J O mi d' N N O N ti N r O O O M W coi 0 N 0 N 0 N N N N O CV O' N 0 N 0 N 0 N 0 N 0 N O W O LO w O m � N O M NtV 0 0 0 0 0 C L �) c .L > O O N O M O q' O t,n O (O O f_ � I CO Z Z O o4-a W wu) oW m Uo_o _ ~ °W -0 Lo.� cn °zWF-¢ LIJ F-� qr�m Z c'V �ZgW 0o i- }xm M a- m z x ZZw N LLJ N OgMz Ua>_� Z Z �¢O U � g OV o a m w z Z W N cli Uj M (N LAST PLOT DATE Apr. 25, 22 Z 40 FOP UNDATAN _I BION SIR I! _ II ! IlllRRVIM9i'9 ' p_ 1 , 11-f 11 '1� ,��_ _IAl1 IR h� RR�'�I II f)11' I 'I 711ff"I•11'T"1NAlll[ILI�Rf1E1�1•R'a11R1!•'lll"1'I'I "RIRl1'RI�II'� 111Ro�'1R+117�'1 ! F lNIR �■�q•�I!'9'I! I! Ipl� I I u t i II II IIIII T1111f111! I �. A B S6 A S3 7 DRAIN— SHWR HD & VALVE 8'-9 3/4" SH25 HD AT 7'-4" EGRESS OWNER'S SUITE 13'-0" X 16-11" 8'-8" CLG T-4 3/4" I. 6-6" O_ co 0 0 co N 6A75 IwUQ Ya- OWNER'S — 2868 BATH GG 1(n cM 13'-3 1 /4" D S3 00 3 1/2" LO r` 5068 SGD 00 M O BRG WALL 7'-11" LIVING ROOM BRIG 15'-2" X 16'-3" WALL 8'-8" CLG 0 (V 4'-6" 14'-2" 1'-2" NOTE: PROVIDE 1/2" PLYWOOD 2'-0" DRAFT STOP IN FLOOR X8 WAL TRUSS SYSTEM FOR A WTILE MAX. AREA OF 1000 S.F. I (PER FBC R302.12) KITCHEN 2 6KNEE� --------- 9'-7" X 14'-2" WA TOF M AT 3 1/2" REF 8'-811 CLr,- N BRG WALL I CAFE - 8'-6" X 14'-2" RANGE W/ HOOD O i 8'-8" CLG O aJ °o p U H - O LO � N ih I T 3/4" T-7" 61'-11" 5'-8" 2'-10" 2'-2" 0 0 7 5/8" 1 W.I.C. 1 DRYER JTILITY m C VENT N 4 A7 N PANTRY 13 I HANSEN I D BOX W/S AT m GG w 6" WALL 60" AFF oo S3 iES L-----J CD cv4 RG S & R WALL 13 S/H 4" INSULATED N20 MIN FIRE RATED DR 6WALL W/ WEATHER — — — STRIP r 22 x36 PROTECTIVE I ATTIC BOLLARD LACCESS 4" INSULATED BRG. WALL — TWO CAR GARAGE 19'-3" X 20'-0" 'e cc �/ \ — — — — — — — — — — — — — — — — — — — TIE BM AT 10 _0'. 13 I w �a HB 1 16070 2'-3" J 16'-0" In 20'-6" 30'-0" 2'-3" FIRST FLOOR PLAN- ELEVATION B 1 /4" = 1'-0" STACK A3 WALL 4'-10" 10" I. T-6" M �4 PWDR BATH LU != 1 f- U 2868 II - LINE OF N FLOOR P ABV 3) 2X4 U.0 W/ HTT4 AT - BTM & S1--- I -- AT TOP 9 ii 42 H SLOPED 6 LOW - WALL 5 :PT. FOYER 4 3 -- I -- -- -- FILE 1 21LO I _ I I UP A 1 1 all 6 C3 SH 1/2 35 o HD AT 7'-0" cM 7 5/8" N N i�_ �Q O Lo 7 5/8" 60 LID 3 A3 `e) 3 1/2„ 1 TEMP. GLASSo 0 3'-11" 1'- " is ENTR D�••� 1 " 1 13 IJ NOTE: SEE SHEET S-11, S-12 4'-4" 1'-4" 2'-6" 1'-4" '2382' FOR LINTEL CALLOUTS &DETAILS 9'-6 mzo w H Q TIE BM TIE BM AT 10'-0" AT 10'-0" �ap 00 00 w HQ OTE: ROVIDE NSULATIC ALLS AC O ATTIC 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 �Y.. w SECOND FLOOR PLAN- ELEVATION B 1 /4„ = 1'-0" 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) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: 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 = 414 SQ. FT. TOTAL SQ FT = 2833----SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 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 SAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) AEG 2 4 2022 Virtual Rv`''e 7' plans n ReV-ew for compiia;��e with ti lc �. b pu Anne Klahr Edition by ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N N O _r N LO U) -Y • Q t., w 0 z Q ^' K E o W L � Op `1CIO "t Ln CO N V) U -0-22 d L O C:Z) O U 8 0 �8 m Q ^, V LU Q N C W L C) 70 V, w w (� w OLLj Lu01- wFw-Q X2_j �gYZw Z w0S2,,QOairaUV000 w Q U 1- <OR-Ww�oZMooU_a� C7wjX9OzOwOOmzz 0 :D�- Q U) 0 0 z rnMOEwwow Q~<0wg0_wz2w00Q 0w o � oQZ�¢ Q LL O Z 04 OF_ =! O M Q � M L0 CD LL � ti 1—�C�M Z U w J O O wi N 0 N ti N 1 O 0 oY Mcoo N o o r- 0 0 CV 0 (V 0 N 0 N 0 N 0 N N N M O LO w O M e- -- N o M NN L0 0 j o 0 N 0 M 0 �f' 0 U-) o coti 0 .- CO z z O O� _ w��> 0w(n V ER 0 ~Wwg Q IL X Zw~� �CO0Z O~LU z�J N 00 5.Mzw Q_ z z LL CV w N O-1Mz �— Q Viz ) . . z z XQp U g Ov o W m Q Z A2 z LU UjCN coM (N LAST PLOT DATE a 25, 22 zApr. O 1 ST & 2ND FLOOR J PLAN B IFIl'f 1 I 1 I 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 RISERS CUT FROM 1x 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) MDST((A 36 STRAP EACH STRAPP EACHH SIDE) SCE&WS 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. w O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN AU6 2 4 2022 VR/\ VIRTUAL RE vi LV1 A5S1S Virtual Rey/le Plans REv:'w co111� for compliance with the 2u`� +' � Edition by Debra Anne Klahr PX230 ' N N O N LO N y OF Fto -� LO CD 00 ' � RQ01- 5 Z w 'T- 'q \ i w z Q C (11 > C) M o w ' Q �N t� V -O -0 co U - 2 a c E -0 0M8 a� s �6 �V) U w 0- H n1 E N C M W L - a 00) W W J w 0 Z a-,(� W ��-- pew LLUYUOU-JO 0 O O �co 0woompZ�U c9a�v5wwWV5wx<0 ZO eOZz �11* O Z LLJ OwUpa a~ W ��Q-� 2wp U Q >f 0 Z CN OF- O M Q %0 0 M � LL w ti coz < w < Lq 00 Z U W W JQ 0 J N N O cV r N 0 0 06 M CO 00 O N o N 0 N N N N O N O N O N O N CD N CD N N 0)00 Lo 00 O A e- 1 N O co N �' O T o O� O 0 0 " 0 cD 0 � c Lo �i , ; 00 (`L 0 Ci O d' O Lci O Cd O I� W w Z O Z OW0 _ WWco O vo I— 0 O Q aC_ wwm U2ZZHN Qww =�m=zQWOZ� �-w 00 N i-2ZX C M a.ZZILL ' N w N O-12Z w r� Q Ua- >- U) Z co z Z Z ¢O U t� a.00 Z z z w J w 04 " M (V LAST PLOT DATE Apr. 25, 22 z O J DETAILS � !•l .� I .. _ ,. 1 lL —ems :L _ __ .d.-11! 1____ .,�,�._ __ .;,- - :.- --- - � � I I __��_.L:IY.,i-l�l�i-, i 11 Il.l.�l , i::al. , I�,l�ii4r y.:_�._w�..V1111U,IWil11YIIWN{4lWWluII�IJu Vl LI1,LL j..Ll 1 iI,:, .J ,,L,..tdl�,�:.._.. uc . ! l� � W.11 llEu 4 �. :, _.Il.� z . _ �. I —� .�: ll Y. ,L., ! 30'-0" M SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /4 - 1 -011 �9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A U U U U U U U=1063#\L E A U=1063# A6G 41 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF A4 HIPS FOR FRAMING (GIRDER NOT DROPPED) U=1088# A5 U=1008# EJ7A ITI 4 W A7G C3 U - Q M uQ'1 U U U 6'-0" 12'-0" '-2 1/2" 7 7/8' 19'-10 3/8" U E 11 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4If = 1'-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"lA.F.F. 1 HEEL= 4 1/16" PLUMB CUT/ 12" �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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 CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES ♦IflfUAk QGVitYV "SIS •Virtual P Plans Review e01r� I,' for compliance Witt' the Edition by Debra Anne Ktahr PX2300 1 12 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULTI 30' Spanlor less 60 degrees or less I 112 i 2/3 to 1 /2 _, Tag line f span approx. Tag fine span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF- LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. — ��z��� i#f4� "MY,0" LOAD DESCRIPTION INIT. DATE R/01 created from 7A2 2388E A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM 82 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF Q LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 0, N. W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: C 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROD/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 2017 LAN �333525R SCALE 4 "=1 ' 1Y.. a, N ' �.. N J • r Y � -- �e Q 00 ® ' ' 5' W O LLI 0 z I Q >ON 0 L M •� �O r, M N N V C W E L 2 2o; 28 � •� O UL g c a UC° °'* •N Lu QN c L Co SM 7� m W Uj w � Ill O w (� Q Q w V W a � Y ��� Jvai031Yvaik_U00-10 :3 0 zu.U-Ozm- z X 0 z 'a — Q ;1 3 � C1 0O F" 0WX1O_0W005 JQ��LLI LL0LSSU0 W LL. Z how �I- —Hap �d 0� 10 �U_ i� O z W O� :5 O 0 M QU) CIO tf U P_ a 00 Z U H Wz W J0 O N (V O N N O O O M(0 00 C) 0 � 0 CV O N O N O N o N 0 N N N O ob ui 00 O A r- r N O M N 4 - 0 0 6 Cfl r 0 � O O o CD 0 0 0 1 Cr CO Cn Z z _Z LD o W W WI 5;0 � Uo—o H O Q LO (�i 0 n. a— p z��� Q I—moZ =I-=z N W}XM OF- w 00 >.2z� �zzu- (V w N O_j2z Q VNzz .. z Z 0 U a 0V 0 m Z A4 Z W WC14 M o LAST PLOT DATE >(V . Apr. 25, 22 z4-; 0 2ND FLOOR ROOF J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP i ivALUMINUM ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 /4 =1 1-011 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 7 4 =1 1-011 CV �4 N N CV 1� 2" t2' FALSE FOAM LOUVER DETAIL TYP 8 6" 1" 4-1 1„ 4-1 C'4 CV CD - co r- o - 00 EPS i•� 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 W/ 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. PROOF SHEATHING (S)A23 y . 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 41-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 0 O O 8" V-0" 1'-0" 1'-01, LEDGER DETAIL 11 4" STUCCO BAND WEEP SCREED —� C9 ow CV 2 2 1'-1 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- SHINGLE ROOF ��I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■1■1■I■����" = t.i r rr.+.i r r r�ti r rrrf i s rrrtii a r rrti�. a r rrtii a rrrtii a rrrf ■■■ _..I�iiiii MEN .. ,.��1m�■Irll MEN son I■■ �'�n';"�i'in on, !■■ate MEN ININININININININI ININININININININI INININIMINININI 11minimlim - - - ITIM7 FRONT ELEVATION B 1 /411 = 1'-011 ELEV AT 18'-0" - � - - - - - - �_7/8" T.O.P. 0 STUCCO 1'-0" q = g,, OVER FRAME ELEV AT 10'-0" z 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED 95/8" STUCCO OVER MASONRY ELEV AT 0'-0" 17\-1 ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1/819= 11-011 1'-0" 5 A/C UNIT AND PAD--,2'-0" A5 r _ - ELEV AT 18'-0" k T.O.P. V-0" 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 0'-0" 1 ST FLOOR FF �•. AUG 2 4 2022 FT UAL FLvlew p.SSs rr�'�`�, ,`•,,^ d ua� Rev1e`;v,3C`Jfi1 �� f j "..i. 'tans 1�..,h��`�'`',., ���'i;. tvSoG �� hf PX23(�0 r comp a Anne MCIa 15'-9" 0 12 6 - bv-ls A5 --- ---- 16'-8" 18'-8" 16'-8" 0 Lu 04 = �-7/8" STUCCO z OVER FRAME CONTROL JOINT CONTROL JOINT %/8" STUCCO OVER MID WALL MASONRY WEEP SCREED 19 RIGHT ELEVATION B GRADE LINE 1 /811 = 1 '-011 12 12'- 1 L F 13'-4" 12'-0" gm - 7/8" STUCCO iv = C? OVER FRAME z - - - - - CONTROL JOINT ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2'-0" A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF - - ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" IOU lu 2ND FLOOR FF IE ELEV AT 8'-8" �` a T.O.M. `5/8" STUCCO OVER MID WALL 19 MASONRY WEEP SCREED r` ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /8„ = 1 1-011 L w a Q N J `- (n 6 SCOPE 5:12 71-4" 1. 6'-11" SLOPE 5:12 I T-0" RIDGE VENT SLOPE 5:12� 10'-0" RIDG / ------------ VENT a I 1 SLOPE SLOPE 5:12 5712 Co Lo 6'-0" RIDGE VENT I -- --I SSE SLOPE � 5:12 5:12 io — 1'-0' ROOF PLAN B 1 /811 = 1 '-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS, GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 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 i N N 0 C4 N aCD co • , LLI O w . Q n, N E 'o M O W 5 ,r- Q cy)M N 2 N N 7 co V -Q -OO_ - 2 M } O 2 m .� O LL 8 Q .N ^` W .G w C3 U aN 0O E^ L .� a "oo W W � 00 � Y Z 0 Z WOg U' Q < W J� :) O � wUOLL-jO �a>01w ZLOx00mcZaU 0 O Z J�a0_.>z�wGo~Z"�QCt J zWzowc�oa LL �¢a0wa pw �_�-� �_YZO Q a OO� a p Oa¢ LL LL f O Z w 0F_ W 5 ti O c Q � M � � U) U— acM 00 ZV< w J0 c0 N N O N N o 0 00 M W 06 •- O N o N o N r- N N N O N o N 0 N 0 N 0 N 0 N N N N 4 1 p N M N d' 0 r- o ch 0 o o r- 0 co 0 N O o N 0 eM 0 111 0 0 0 Ul) O ti M� ♦♦^� VJ Z Z Z O W O 4-a owW W U F_O o o� a a owwm U LN Q z Z 1.6 LQL � � �n m O Lw N (JZ >- 2 ZW M �ZZLL N W N O��z r- Q V�Zv . Z Z FQO U g Ov o W � Z A5 W w J w " MN N LAST PLOT DATE . Apr. 25, 22 z EXTERIOR ELEVATIONS B & ROOF PLAN IIIIIIIIIIIIIIM- = --- 1,1 L. Ill 1i . ! __ 1 1L✓Lll1iILlYIuWJI _� :� 1.... '�41YI1111 J•+�I dl � u l�, k ..A111-jilluali ., ..h.-" I� 1 ..1 I � J.1 L.r _4 1��.1.i ►. ., alWl . ll44-4..4_. -lfi L 661 _ ...iyr,I lL ��YF■luu;�,l,li�; L: ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1 '-0" I IIAIC r1C M^^ff 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 O 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 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 2 4 2021 YIRTI,AL 4'�.i.!'� /SS'S Virtual r=;ie, v Assist, Plans Rev;ew CO(T PiPfl`;I " .. for compliance with the 20y� Edition by Debra Anne Klahr PX2".'CJ NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH m 1 SWITCH—° 4 1/2" DOORJAMB DUPLEX io OUTLET 0 co TRIM---o BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING I SMOKE DETECTOR LOCATION: I WALL 4 Z S SMOKE DETECTOR 1'-011 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" e 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE B} CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER Q 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/ DETE0 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 9F, 24 :iia 24" VANITY LIGHTING Fo-= 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUST FAN p�p DOUBLE FLOOD LIGHT W/ COVERS AND CJ 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) l� MASTER STATION 1111iiZI ELEC PANEL ® VACUM OUTLET AT 12" [ZA CEILING RETURN AIR ® A/C REGISTER T1) 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. i; t I. ^` F, 0 MN d N U C3 a W " t Y/ 2 O 2 0�8 0a vow ('< .—.0 0 ` W w a� 2, N c 00 E CIS.9) L Ca 'a LU W (� LU wW¢ J Q�g O�o.u-UOO w "w uj 2 oYzo ZOJ OM ZOOMz OQ �aww (1 0 z Z -10(L>zYwpzzu-0<0Wa. QHWOwgV5Kwz.w00Q u-a o oQZLL 0 maw O Z N W 1--_ U5 D z M O Q U) CO � U) LL � ti < W U-)X M M z �CL200 Z V W W J� CO N 0 N ti N 1 O O 00 (0 r 00 O N O N O N •- N N N O N O N O N O N O N O N O N 00 9 Lh 00 O (M " N O In N 0 0 0 0 (o 0 C L0 �i , j O CIO N M O v O L O O I� (fl CO V) Z Z Z O O _ 0 W Co LLJn 0 U �03a. LO ^ ,,^^ Vl OW%= --Q Z W I.- MOZ N (�OF-w z J 00 �awo >- M CLZZLL Mzx 04 O � Q CL LU �Zz LL � z Z F- a o U g Ov o W Z Z z w J Uj N M o (V LAST PLOT DATE Apr. 25, 22 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN B IYI11"I �11ST1!■I�IfI�lII"�IlR1'�1�� n' �'''!I!II�INII IKlhr+lqII 3 "I��11�R111�1' 11 'q"'"WIhllfIT111111,7I71211I I ® M�>t1�11lI�II �I���r i IAI �r1�A11A1�11■I�I��IA' i R+R �����rn�I�",el�■I■�� �+� '�II*Rrs�l � tr•r�� T Ir r"III AIAI�1�' - I -- --- ' L -� 1" FILLER- N2'-0" T-6" T-6" 9 HOOD / 80 �4" BACKSPLASH T 9 0 0 IE-1 / (RANGE 2'-6" X-0" kk 1 1/2" FILLER REF SPACE VERIFY W/ MANUF 2'-6" T-0" 2'_6" 21-611 T-T' 1" FILLER KITCHEN " = 1 '-011 1 /2 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR �7 KNEE SPACE 2'-9" 2'-6" 11 1/2" FILLER DOWNER'S BATH 1/2 = 1'-011 4" BACKSPLASH 31-011 2" FILLER 0 M "v FOOTING SIZES AND RE -BAR N M UNIT'2382 - B, L & M' - BUILDING SECTION 3/16" = 1'-0" 1 1/2" FILLER 9 SHWR HD T PRE-FAB SHOWER PER BUILDER y VALVE 4'-11 " 1 1/L" tNU VANtL 2 KITCHEN ISLAND l/2211— 11-011 6 OWNERIS� 1/2 BATH —1-0 12 i iic 1—ILLCR 7 BATH #2 1 /2" - � rILLCf� SSES AT INGS) )WN FION 2X6 KN WALL l 34 1/2" c c AUG 2 q 2022 N AGr t'"r F3SIS e—� "��• .� \; e 1 Jltu S , C,N Coon f.,3L, 'i Pj�gF3 �'r� 1 t ,,0 IianC� with tic fob COn�p Klah Debra gnr�e r PXZ^ J Ed -Rion by ELEV AT 18'4" OIL T.O.P. ELEV AT 10'-0" gk 2ND FLOOR FF ELEV AT 8'-8" T.O.M. _ ELEV AT 0'-0" 1 ST FLR FF 3 KITCHEN11 1/2 —1-0 2'-9 1/2" 3'-4 1/2" 8 BAIn TH #2 FOOTING SIZES AND RE -BAR CO M WIRE SHELF D ° "HANSEN" 220 VOLT BOX I -LI --- --Wi i ---- � --- Di 14 1/2" X 16" I DRYER VENT RECESS 9 I M I I I I I I I I I I I I I I I u I I I I 4 �/2 LITY 1 — 1 -0 UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" _ ELEV AT 18'-0.1 T.O.P. ELEV AT 101-01, ZI 2ND FLOOR FF _ ELEV AT 8'-e" T.O.M. _ ELEV AT 0'-0" _ 1 ST FLOOR FF N N 0 Q �. LO ' A1: <'r w w 0 z Q AW' N � h E /� ) M N 6 N V �� �a co c A� E 'C L p Y/ 2 8 -2-9 O LL 8 uC)� .—s nN W �N C o 1`? 7W L ,rn V I-, - C. 0 W wgJ w -zx III C7 Q H w wW Z U5-Ju)O��c/)Lj_U OLL-JO OZp0:00mOZ C'1 O 1- avni r U :OD a (n O LL Z -�0a�Zwo~ZLL ��¢pw N?wz0waoa- iH� two pw OQ o o �IL Q O O Z N O� U) ti �I--cMO Q M LO LL ti LO H M_ Q�Q00 Z C) Zw0 W _jo co N N Cl N 1 ti N 1 O O c6 MCO W 0 0 0 N O N O N O N O N O N O N O NO O r� Ln O O M � N m N � N ^ ' Y , i N c'M v- Ln r-I I I I I CO I I'- 000 Z Z z O O _ w U) W }' � U F- o�o a O n- z w�Q Z H � r� =m0Z N /n V Z Lu J 00 zw M �ZZLL (V w N Og2z �— r- Q U L Z U) w .. z Z � Q o U _�e a OU o W z Z z w J Wco o (N 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 31 ST, 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 TH ESE 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 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 OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed wRhin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore extenor soiitreatment. 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 imgation. 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 =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 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 CONSTRUCT:ON 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. V_ /\� AUG 2 4 2022 .iATUAL AEViEW ASSIS virtual Revie - Plans Review Cyst -m iFCi� ,� 17' � for compliance %rith the 20` � 6 ' -i ` n Edition by Debra Anne Klahr PX2:' �,0 N N O N V7 N s� 4i LO O LU LIJ 0 z Q ^` 1` E W L 10 C!o MN d N � 0 CO .O w t co 0 �g m Q Ua� .-s ^Ln w aN C W V p �. 70 C) rz, a a 00 W W W (� ° j Lu LLOQ Z_j W~a w Y Z ��-00Yu_-0�W"Wu_00_j0 Q 0 aq)w 0 OR00m°z�a cn�CL 51LuIt-W,Xd°0 � �O� Z ¢�WOwgVwwza cv)°a 0X o o 3yz < H- Q u. i O Z W O� P, O - 1cM Q U) CM � M Z U Wz� W 0 J O N N O N ti C14 O O o0 M cfl � C>o 0 0 0 �- N o N 0 N 0 N 0 N 0 N 0 N 0 N C V N O � Lo 00 C A - � CV C5 CM O O CO C 1 .N 1�1 �1 / � � o 0 N 0 co 0 "t 0 LO 0 co 0 1-- 1 C CO Z Z O O _ WC.) �Wf/A ULI > }� O vo Q 1L V J z XWM W H a = m = -2 /n Z N V 3: J M w of}W2 >-2zIx M O_ZZLL N w N Og2z Q VILZU) . Z Z �QO U a OV O W z SNOo Q Z z J W N N M LAST PLOT DATE >IN 0 a Apr. 25, 22 O STRUCTURAL _I DETAILS 11111111111111MILI� 1 1 11,! 1 I� L: _.1.--- _ JI 1. :i I 1 . :1llL1111L ,V THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-112" LONG (3/4%1" CROWN) STAPLES CW 6" O.C. VERT BETWEEN 1 MAX 1 1. i l 16GAx1-1/2" LONG (34%1" STUDS (NOTED THUS:—) - OFFSET I I I I I CROWN) STAPLES (,) 6" STAPLES BETWEEN STUDS AS SHOWN G.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 14" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' **ONLY APPLIES TO LENNAR TPAJ JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. _ ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1U-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'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Or,co J 15/32" CDX 0° 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + ++++t++tot+ttt+++++++tt++ + + + t t + + + + + + + + + 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 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + r + 5j FILL CELL --A STD. 900 HOOK BOND BEAM ICI®;®�_■�_r -•• SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 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 DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. top flange of joist. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges Boise Joist Blocking Ilse T 11 Offs nails st 6" n-r- Provide adequate bearing for each lapped joist. 10dnails SECTION @ IN BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI6000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® -16d 3-16d 14" 5-16 5-16d 16" 6-16d I 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— t$t l:U I ANTVVritMt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1V DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. Round Hole Diam_4er (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" V-2" 1'-3" 1"-3" V-7" 1'-11" 2'-4" 2'-9" S-2" 3'-7- 12 1'-0" V-1" V-2" V-2" V-3" V-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 11 '-" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1 "-0" 1'-1 " 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 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. Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR °• a . • .; . • • FOUNDATION INFO ` ° a' STEM FOUNDATION GRADE REINF. SEE PLAN e v — 1 I II Wig, AUG 4 202Z VR/\ vIATUAL AEvIEV4 ASSIS Virtual P.evie�,v AspI:", " PlanS Review CoiT10P" for compliance with the Edition by Debra Anne Klahr PX2360 fvtJ l,riAot 4 rvV SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION 1 v 4 I a a a I A d �" 1 I F_ I SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I I iD ••e• • .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 d a a n --- d --.— -- V. E/ as G ---\ a—WTT a a SEE FND. PLN. SIZE & REINF. N W 4:o J LO ocry, A � r r, V E �• O x W o: z Q ^N, > Or- o LO 0 CO4 6 to j3 �/ 7. co d M � U 0 25 _ � 0 u- 8 s a� .N n' 2 w dv o V N c O M 2 W i` a � LU W CA) W0 Q WW[Ya Z� W jtL(nS�J ¢ a9 V°L (D Q~ aC1 0XLL00LL OZ20H dWLL u_ OCOo 02OOm QzLL —JZ0 °z 0 CO OZ0 Lu _a, zZUiaY00Z_W _J W 2W0°a. 0 aW Oa: 0 D Z LLa O eau_ It 0 ZCN LU 0� O QU) M CIO �f � LL ti t0 I— W � C+M 00 Z U W LIJ JQ N N O N ti N r 0 O 00 MCD CO N CD NO NO O O NCV O O N O N N N N N N N d' G r- CA O 00 M � O H N O M (0 0 CD C '^ 4) o 0 0 0 0 0 0 Cr CO v�J Z Z —ZO O�0 -F- W °wwin v 5: O V��a F— O Ii ^ i.i ' ^ VJ OW CL Ha I— �� < Z I..— I= W =) in 0 Z N V Z 3: J 00 �awo �2ZW LL N �— LLI N Og�z UU)Z� 0�. Q Z Z 0 U _%ke 0 0 :50 m Z Q Z Z J W M " LAST PLOT DATE >N N a Apr. 25, 22 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 EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 241. O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER CAl 31/4" BASEBOARD T LL MIN. 2500 PSI CONC. SLAB Uj a MIN PSI MAY VARY PER ;n MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV T c 00 Cl) _ D 50 r 6 MIL VAPOR 17�!j z BARRIER 1) COMP. SOIL. D � ° (COMPACTED TO 95% TI I I I — III I II I I — I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —I 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" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB —\4=1411 O.H.D. RECESS PAVERS -ir 7 z e . A' 0? T T . '.a� I I I•�-�I SEE A/S3 OR J/S6 TT1I I ICI ITF II I, FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11,8" (2 STOR ) 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 - —III—I— ��III-LI1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 12' GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. c� 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� @ 6" MAX FROM END OF 2 x PLATE E CV •6x6W1.4xW1.4 r WWF OR FIBERMESH D Ell I—TI ,1J1 4F, P 1L O I I 1 8" 1 -.1 w ..—...r, , 8-. 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" A.F.F. d' d. . �. °.. a•.. 'a p a' a ELEV.-0'-31/2" Z a 0 A.F.F. 0 a 2x4 CONT. ° a , ... '.a � U- ee - 04 " d GARAGE DEPTH VARIES a a Q. GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED 41 41 ' GRADE MONO OR STEMWALL Z ° C FOOTING MONO SHOWN ib FOR CLARITY ° D ° p f17-fT—Tff III—III—Tff- Z NOTE: g ° I I�TI=TAW I I —I 1- N *FOR BEARING WALL I=I=1I I—III—III=I I Imo, W/ UPLIFT ONLY — — — =1JT.-- I 1TI=�T( 1 I 1=1 11=.TLi=1 I I-1TI-1TI=1TI=1Tf=1 I �=1�-- FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° GRADE 71 _ — _ -_ (1) #5 REBAR w/ OPT. II lit t III— I I— 11—I I I— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 SEE A/S3 OR J/S6 -'- -I I II I I IMI I II I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS +_ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1 CONT. BEAD SEALANT — a INTERIOR d. A ' ° a d CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° bo _' C M 6 MIL VAPOR BARRIER — ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. D. D ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 31/2"(min.)- 4" W � J I I lJJ JJ �LI- 111 —I I ' (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH � '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V 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"°x3/16" 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 11 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2 WWF OR FIBERMESH 31/2" MIN. tv D ° —1$1/2"(min.)-411 °O — I (31/2, (mi nn �1- 4-1L1 T =1 I - I (2) #5 CONT. 40 i l litii 11 r 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rc SCALE:3/4"=V-0" S3 2x STUDS @ 16" O/C I,' N INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION /� NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 10d NAILS K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fr 40ksi a ° �- — 01111 FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g�D6 MIL VAPOR BARRIER D D ° 00 � °I. — I— � z T #5 REINFORCING BAR R 1 7/8 I1 #5 LAP SPLICE LL! J1 D 36" MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO I _ 95% MODIFIED PROCTOR ASTM —I — �I—�Tr, I 101. D1557) � „ rrr IrrrL,-n'� �i-rr� 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR " " CONNECTION INFC " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE C j Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o � 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" GARAGE COLUMN TO PORCH SILL '°'• �' O.C. 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 N SIZE AND REINFORCEMENT) 'v WWF OR FIBERMESH c, A a d BRICK PAVERS or PER — — _ — — 0'-0" FIN. FLR.� COMMUNITY SPECS 4I/I 1 Virtual - _ ip.­ for compliance Edition by Debra 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 % c WWF OR FIBERMESH r, E IM 0 T (2) #5 CONT. =1111 r1 ICI ---,I 11 , I IJ I111- ON 3" CHAIRS 8" V-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3!4"=1'-0" S3 1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° d d111I I 1 T 00 C A C d T C - 1 N r a —I co_ SEE A/S3/J/S6 4""j-18" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS C@ S.G.D. M SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� CONT. FOOTING STEEL ­ GRADE 0 J _ d .. Z LU 0 00�= U- 0 A . — �1 PAD REINFORCEMENT (SEE SCHEDULE) F EXTEND FILL CELLS TO FOUNDATION PAD _E� d MAT REINFORCING. r ' I Cl) ii.�`iZii•'1� u�11='1`�` 1� ' MIN. CLEARANCE SCALE: N.T.S. I N N O f C F In s d J .r 000 Ar , W - 0 w 0 Z Q P E ^, 0 0 L "' 8 3 CIO 4, M N 5 Ln V -0-0- m M O E L 8 _O 0 U-g o QQ Q s � o,P 2 �N w Q:;� M ^` M N �C W L � •� C) K C) a a LQLI W OY F- Lu �~O(�WQ¢ZLU Wx i J W ZW OaQ¢LLUO0,-jO F- O�F-U <a —j LO LZ U)Wa�FnwwWcO-n0�¢D�� 0 Z �QaOW Z OWU Q~�'zQ0�WZ\��oa IL Ow B H P g W Q Q Ow o =) 0�z LLQ O �aLL i O Z N OW / v, O CD 0 OU)CCMO Ur%_ F- aM IZ c r QUQ00 Z W W �C:) O O N N O N CV r O 0 co CIOW00Noo�� O O NCV o O CV O N O N O N (V N N O S a0 M H O N 0 0 0 o o o c0 0 c ,^ L ! N i O o N O M O O O CO o I� Cr vJ Z Z O ) 4-0ov� w 11--r O V��a M - V 1 O 0 W Q z W co 0 z C� N Z 3: 00 �MZW M I>Z z z N O Va>-� Q U)zz Z U g OU o W IY a Z Z Z J W N " M 0 IN LAST PLOT DATE Apr. 25,` 22 O STRUCTURAL I DETAILS —MONO \TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTIO L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT N i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID IN I POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. �S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * * STUD W/ (3)10d NAILS 1/2" 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 STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX _/ W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 rA SCALE: N.T.S. S4, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ 1 / #5 FOR CONCRETE PLACEMENT ■■ . ••• • •- _ _ .. .- • �7 ■■ milli ail �;�I�', ■■iII III■■ Milli ■■III lii■■ �Illl IIIL�' ■■III lil■'�, Milli IIIL�' ■■lii II!■■ �IIII Illl�I NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. ••• • :• \\1IN"EM\\\NNEWIN FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER CONNECTION ASSEMBLY �— GARAGE FLOOR - �/ TRAVEL DIRECTION OF GARAGE DOOR F MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 518" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR J 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 N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a 'zARAGE 1OOR tJVVI\ I I\/'lV f\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) 1 (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • 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 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD 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 SIMPSON SP2 w/ (12)10d \ �� NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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. 900 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 RECESS LINTEL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48. SPLICE STAGGERED jL-10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ IAI 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K"� M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 10 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 AUG 2 4 2022 ✓IATUAL AP viEIY ASSIS fi s Rev, ew cci-nt ;F, ": 1 - . ',� t� fcr Compliance With trie 20.'�:F FaC, .t Edition by Debra Anne Klahr PX2300 • EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U N? a 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 2411 V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) 33 (6970# SPF) !S (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /— 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" a 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ T-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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 O �a N N GSY Aq� to O 00 to Q w O w 0 z Q E 6 > - 0 N (n V -0-0 w 1 M A� L L p Y/ p 2 00 u 0 •� U 8 iv •10 N U w Q t o E � o> 7N� }}L�� V V ^ a '0 LU Jof�zWO�~ °w ~Qx Zw WLU g�20-O 03��LUOwoM�QOQQ JRA 0 °Wo�ZyLL_oom°= ¢Qw¢O- UZw0ZlO° ~QQ YOztpOU �zOZ a UZw��gW�Q w Q 0;o QQ i O Z W 0 � =5 ti 0 coO Q U) CM � ��� w M Z U Z � w W Q - o It N tV 0 CV ti CV t O 0 ao M Co 00 0 CV o CV O N N CV N o CV 0 CV 0 CV 0 CV 0 CV 0 N 0 CV CA CV 00 OO Lo 00 O A "L CV O CM N 4 0 v 0 O 0 O o 1 0 CO 0 t� c ' O ^ L , N > C) CD N M o 4. CD L6 CD CO ti � � M cn Z Z O W C)�"• _ oWCn Lu 0 vo� o �D�a LO ^ i.1 VJ OWHQ Z �FF- W a =MOZ Z > J N > 00 �rn } of 2zW- Zzw C4 w N Og2z �— a ULnZz z Z F_ U U D_ O O Q Z Z z w ui " M o LAST PLOT DATE >(V N 0 Apr. 25, 22 O STRUCTURAL J DETAILS SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 x2 3/411 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 45°t 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° t SEE STRUCTURAL / NOTES AND NAILING 2x4 CRO BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. �° 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SJ TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. BEARING @ rD NON - LOAD LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. 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) N r A "' CO SEE STRUCTURAL N NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS ;0 00 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT wl (3) • 10d & (2)10d TOE 10 4�t �a NAILS @ EA. END 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 )F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2) 16d NAILS D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. TRUSS DOTES: END TYP. TOP & ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED )F THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ?) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION )F THE LAST LAMINATION 2x4'7 ON TOP OF PANEL—' 1) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS ;OMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF LU.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 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. SJ GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT Z SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP WOOD TRUSSES `MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX.8"FROM RIDGE 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 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO —� TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12)1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 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) • z w \-BRACING w/ (3)1 Od x 3" AT i EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-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 HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) •—wry i . o�rnmu 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 wl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN AUG 2 4 2022 VR/\ vIRTtjAL REviEW ASS'S Virtual ReVie' Plans Review coon,. for compliance with the 2:G4rv- 1-6' Edition by Debra Anne Klahr PX2300 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C/11_GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 nr CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 111111111111111110 2�: a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 2�: a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 r`� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. F 0.� N N °- 60 04 "J J DoIY4 1,17 C 00 a •° A u1159 6 z nt- Ptkl­ w 0 z Q ^N O� E U 0 v 6 N 3 }� 0 Q M M Q � � 0 O B 25 OE:8 m� U a" /Cn V LU flC-c`ry c W 0 of L C ,rn 0 ^ a "0 W Of O W aL vi WOE w~ Q W J Uj � Y z of z �0�_�O3X<LLUOO J0_ Q V ~ ~ �U' XJzLLLLozmgoH¢~ canWa�vOOz LUF��do 9 000 O Z _o >zYozzLLOWVcla �¢ ow ML062 °¢ <0LU 2H� 0� o = s z9 ¢ U_¢ 0 LL i O O Z N Ow H F 5 ti F co O Q � M � qt 2 U) <.M a 00 Z U WC:) W CD CV CV O ti N � V_ O O 0co N NO O O N 0 N 0 N 0 N N O N CV CV O CV GO OO En C70 p Ch 1 (V O CO I N �- O O O CO � c Q0 ,^ L , i 0 0 CVj 0 Cn O ," O L0 0 (01 0 1,- �- Cr CO Z Z O 10 _ WW wwin > O vow° F-O _ a LO< (n 1: w~a Q Z LU r Q/=��Z=z ~ V N 3:J M W}XM >-2ZX O..ZZL� N W N 0 z QUUZC/, .. z Z Sao U g Ot� _O W Q Z z W J Uj " M o (V 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. 12 PRE ENGINEERED Z_ 7 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS '�_ O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE ❑ U) 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 w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ET SEAT ER PLAN p OR FELT PAPER FOR 1�1?\ 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 STD. 901400K (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C) LL v 4"x4" INSPECTION PORT AT w a. EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. D_ AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE N a .a FINISH GRADE o0 M I I�—II� III --III II I _ LI=o z a- 0 �L—I- a° — I—w.._I—6x6 w1.4xw1.4 WWF OR FIBERMESH I —III— ° Ell, —J I J11- I —III —I I I I _ I 1- _ ICI I ICI I ill STD. 90'HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION i SCALE: 3/4 S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD F 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) 10d 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 ITE W/ D.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 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 rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ 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)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; 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 FLOOR CONNECTION g @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN r SCREWS TO MANSONRY 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 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. d. L-11 ,�I i l l l l ITI IlI i IJ,J,jI I� I I I I I 1-(3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 w 2 a f(n 15/32" OSB EXPOSURE 14, SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D SECTION X-X IF _Uj' NOT FULL HEIGHT SHEET C F z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132' OSB EXPOSURE F SHEATHING w w SOLID 2x BLOCKING ALL C C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a L) C x crw x E r 2x STUDS w BEYOND. SEE PLAN o 0 '1_1_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM Zt��13/ " "S" = NAIL SPACING a"S1/2„ 1l2' e S` 1l2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERMAL BLOCKING SECTION X-X SFFp �Oh- �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.) �F � �F4 /4R 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 }b^ SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys". 2 (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL J w LL H O 1 O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F > ¢ O wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢I —OOt F 0w'LJL ¢ QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O O r cr MEMBER IF GABLE END LL FOR WALL SHEATHING MUST BE MIN.131"X 2 1Z ENOTEj:S T OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE CE MORE THAN 1/8'. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH I E d'. e ° .III —I • -III—I I I=I I I I n d• ° IIIII IIIIII IIII � `•L (3) # 5 REBAR ON 3" CHAIR 4" 1'-8' W/3" MIN. CLEARANCE ALTERNATE FOOTING �W 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 V-4' (1) 2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. ,L FINISH GRADE 0 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. AUG 2 4 2022 IS VIRTUAL Virtual P'a\ IF' I Plans Review Coma ,i iiance with the 'Z for comp-uL� Edition by Debra Anne Klahr P - V S6 p N 0 N 04 LO e I , FN q 0 w 0 Z Q ^, L W .> 0 ,^� 0 w ' Q MC N to V -0 -0 - 4 M W r— L O } � � 0 `:8 4)Q U • — .i C) N i w: c 0_o EM c a 0 ❑ W uj LU p I— zw LL V U QOx--j W �0220❑1.- LL ~~�CO Z viwaw wFnx�iww� w¢= wz ¢Oc a00 QQ Q O�o�gLL OW gaiH-�w�QO❑ =0zQ LL O LL i O Z W 0 O C F M Q W M fn ti Lij lC) a. M Z V Z LU WO J O mj '-t CV CV O N CV O O O O N O N O N O N O C14 O N N CV CA CD C) O M � CV o Ch N mot' 0 0 O 0 O O e- O CO O '^) u j 0 0 0 M 0 -t 0 to 0 CO . N 1� cr 00 �/ U) Z Z O C) -6-0w WC.) w co O Vora OLU 2:LU ii V J Z�� (L Q 0 =m=Z (V Z 3 J 00 �2Z M Zz (V w N 0:5mz �— r— Q VLnZv . Z 0 Z U a OU o m � Q z Z Z w " M o (V LAST PLOT DATE Apr. 25, 22 Z O STRUCTURAL —! DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1xk "RYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 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 1 x4 P.T. & 1 x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. 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. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 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 ri SCALE: N.T.S. SS 2'-0" SECTION A -A V. 1/4" x 31/4" TAPCONS DOOR JAMB (REFER 4 I//- URT VVHLL TO PRODUCT APPROVAL FOR CON 1X4 14"2X8 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 NAILS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN.rX4" 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" ng:TAII -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B /4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING N, BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS I EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 f5^ L NOTCH WEB AT FIRST 2 COURSI RAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"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 4YZ' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 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 I T. D NOT FURROW. N BED JOIN 0 0 - * . PRESS PANEL REINFORCING INTO PLACE ;,>i:.:`:;:.•'. ::: ,,:;,:: ; r .:;::: 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL i`=''' ''' "•`` '' ' �_�:-;'_ '• REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. _ // 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN, 3" OCCURS COVER 6-0" F.F. p p' p g'. ° �TI=� . .D . D 'jj"jTT�• — �II GRADE o. o M P z_ \' T ° (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 A YP.) THE :S I IAIAl'%l%CDTADI C IAIOTAI I TInK1 FILLED CELL INSTALLATION I H SCALE: N.T.S. SS -- _ SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 4 SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRC WALL TYPE -T-~► j ! - ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, -4--,,- )' SS NAIL w/ 5116" HEAD FASTENED PER I DIA @ 24" 0_C_ NOTE 2 BELOW -I-- �4 I L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING wl2-led NAILS ('") CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR WMPONENTS 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: I - CMU w/ T NAIL .09T' DIA.. @ 24" O.C. wi 5W8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 30"xl14" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i SUB FASCIA wi 16 GA_ 314"x1i4" C RGNN STAPLE P, EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 314' - V-0" (" y FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-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. x (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + FNO'rN PLYWOOD SHEATHING + BLOCKING AS + 7 REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP . EACH TRUSS CONNECTOR SEE LINTEL SCHED. R PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @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 T D S U S&1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP 771 F: 3/4 CCC CLlCCT Il9 AKIM AUG 2 4 202 4� Y3� N55 S Virtual Rev ie ,' � �� ;,t �'~ Plans Rev'iew C' IP•l�':� L. ,'! " .. i`J4 for compliance with the 20 ' 7 th Edition by Debra Anne Klahr PX2300 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT OVERHANGS WALL �/ OVERHANG DETAIL (NTS D NOTE: FOR OVERHANGS LESS THAN 3/4" -NO REPAIR REQ'D. 1'-011 51-011 ISH ° . .. L- . Y is ? eA #5 BAR CENTERED W/ g o ' ° 9 IN TOP o _ .' ' KNOCKOUT / �I =I ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN III -I AND SECTION DETAILS -I CLEAN FILL I ° DIRT z STANDARD c 0 #5 BAR IN 90' HOOK c� � - FILLED CELL - - s� s-s• �e-p• � �e-s' � �a-s �a-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 I 1 EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. i N 0 N r..' Jt10, ,1' ay to 00 IUD e ' ¢ . � AI; 0 AN z LU 4_ z E (11 c 0 M O >% ' Q MN41 N U co c: U O m Q U ci cn W a r N V o E c >` LLU¢LU �Lu vi Wpm O—_ j U_ L)00 Q U < p U)03: =vnp9OLLOff00m0z¢¢ JO p LL Z ��a�ZYo�Z�0aow �¢¢OE, <4-?Wz�wUO¢ ¢OLU OQ m =O m ,-�LL IR O Z W 0� > (n O �U) MO a J � It � � W Lq I—WM a co Z U w W J (O N N O CN N O 0 c MCD 00 N o C:) v- O v- O NN O O N CD N O N O N N N N O 6 00 O A �- 1 N O M N O O CG � c ,�1 �1 ♦ N o 0 N 0 cM 0 1R. t, 0 L0 0 Cfl 0 I- I ' w ZZO C) 4_0 w_o�o WWfn O -0 H ZwFa 0 a. X w"s X F- `— Q =00=Z V Z > J N > 00 �>- i'mzw WM w N Og z Q VDz . Z Z m < 0 U g OU o W � z Z z W J W IN " M o (V LAST PLOT DATE III III Apr. 25, 22 z O STRUCTURAL J DETAILS—RETRO FIT IFFIIPPI m I ' 111111 nT 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. MALL ALIGN THIS STUD WITH A FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL B x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 4" TAPCONS @ MAX. 32" O.C. fI EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" CA 2x4 GLUED AND NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS � 6'0 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H 2x4 SYP x8 SYP GLUED FOR STRAP BLOCKING AND NAILED TO (SIMPSON MTS12 w/ FRAMING (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREADJ7 2x12 TREAD ED GLUED AND AND NAILED � NAILED—� 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/ t" X 2 r TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "B" G.1 SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF 61, STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM — 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST STOP PER CONTRACTOR 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 ❑ 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST (SIMPSON MTS12 wJ BEVEL GLUED AND FROM JOIST TO JOIST. USE OR 1 j"X16" LVL (14) 10d x 1 1/2" NAILS) NAILED TO SUPPORT W/ SIMPSON H3 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. / @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "E" 0�r Ilk D FTS P D FT5 P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H SECTION VIEW H SCALE: J" = 1'-0" E SCALE: ? = 1'-0" 3/4 PLYV1 ON DECK --2x8 SYI AND Ni FRAMII• 2x4 DRAF' STOP 2x4 BLOCI' C SCALE: 1" = 1'-0" SECTION VIEW "G" SCALE: 1" = 1'-0" NEWEL POST BLOCKING 0 1 f-XI IK UUIVO I KUU I IUIN UC I HI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED AUG 2 4 2022 vlRTlrAREVIE'w sSIS Virtual R,ekoe`;v Plans Review ccm, iF;' and for compliance with the 2040 F 3'- -1 y Edition by Debra Anne Klahr PX SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10dx11 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" N o LO 00 ' e � O �, • , �, Q Z w O Uj cc 0 z Q E (I1 i ,a -0 M o �✓ Q Ce) Nvi ? N V n7_CO d a M^x Z)_ .L O V O �g U. s U Q ._ C3 SIN' V wcq cO Ecli W L a LU Q UJ Li W O Qz Wm~ QY z Q9J0xCOLLUOQ J a J U SaW Wozmu" CWawW FoIFzLLOWZ — �Q z QpYF ~W5 W���J 0.0 � LL OW OW o 0Y<ZgO � LL O z W O1-- >U)o 0 � `M O � J U-) LL It U ti z M 00 < Z V Z� W JQ O CO N N O CV N 1 O 0 cy) CD �� o0 O N p N p N 04 N N N N N CV N N N N N CV N N N CV N N O 4 00 6 o0 A r- O N 6 6 6 0 '/� �1 , 0 i O O N O CM O It O LO O O I- r- CO CO �/ U) Z Z O 0 _ owin O vo�o _ w Q Q Z r� �m0Z Z J N 3 M �mZIX Z Z LL 04 N �a} a n c/)zz . Z Z F-v � OV 0 m Q z Z z W J W " M (4 LAST PLOT DATE Apr. 25, 22 z 0STAIR DETAILS 04 LO CD co co 6 Lu z < z 3: < 00 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. B. 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 VERTICAL (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^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-OB 8F24-OB BF28-OB 8F32-OB 8F818 BF12-1B 8F16.1B 8F20-1B 8F241B 8F28.1B 8F52-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 19502 10951 3069 14605 6113 1 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 14383 5061 1238 2177 3480 5381 8360 10394 37 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 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 1 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 1 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 300 548 950 1326 1 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 1 550 1 784 1 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR I NR I NR NR NR129 1 250 450 1 654 1 884 1 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 4c^mp 0*"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 BRF6-06 RF10-0B 8RF14-08 SRF18-0B RF22-0B RF26-0B RF30-0B 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-1B 8RF22-1B 8RF26-IB BRF30- B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 110893 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 1 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 1 4091 1 3146 526 1 999 1568 12253 3129 1 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS � /►� C^'�s�Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU T-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'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRF[AST wl 2" PFCFSS r)nC1R U-I TNTFLS C/► A�Rrn ''"� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-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 Y-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zir4omm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24.1T 8F28-IT BF32-IT 8F8-2T 8F12-2T 8F16.2T BF20-2T 8F24.2T 8F28.2T BF32.2T 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 2192 3079 13966 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'r4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 1 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 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2001 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 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 1 455 770 1145 1444 1718 1993 14--0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-B" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 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 S 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 1 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 12 746 12 166 261 424 616 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 1 *545(l 654 1 142 230 369 531 13 1646 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C^mr-4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF18IT 8RF221T 8RF261T 6RF301T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T RF22-2T 6.2T 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 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 1 931 12 1301 15 1 1640 (151 1980 (151 2322 16 395 1 589 1135 1 1514 1893 1 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1'-0" VR/\ AUG 2 4 2 22 0INtUAL AeViEV, AI$IStu ll :al RaVie Plans Review GGii' r -' ^ (' for compliance with the 20L- 3+11" 1 t ) Edition by Debra Anne Klahr PX23G0 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 o • o •c ' . a � C c C C 8F16-1B/1T 8RF14-1B) 0 0 ° ' 4 % > a O ° ° � 4 > D O ° 8" PRECAST LINTEL W 1 #5 HOR ° CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR 0C BAR IN EACH - ALL GROUT FILLED *0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR C.M.U. G cn ° Lu #5 REBAR AT o �a .. a a ° BOTTOM MIN. (1) YRLn oaLLREQ'D z ~ U °L t°ILLI 16 GAUGE POWERS ��0�.. a STEEL BOXED � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a C.M.U. a GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED ITY QUANTOF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH -� NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP g = zw io C c 1 N N O N L f0 z Q NU -Q �� v M A� 'C L p �o •N � w Q� � � �M m W L w W W oW � WOH W FW--~ w�� ��YZD' Z � (j Q � ��-��O�m�tiU0OLL�0 ��8�OZOQ:OOmaZ�U D O � 0 ��a��ww��n��Zdp�� � 0 LL Z �QadOw��zWzOwU�a Q OWQYZ�zIQ O Q¢w u.� R O O Z W O� ;moo D�MO ­IL1111�0R It REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (11#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 74" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" &-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4- 10'-0" PRECAST (2) No• 3 2 No. 5 355 649 649 489 649 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'4" 1114" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 1 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 N.R. 277 277 202 281 No. 5 (2) 7/16 strand + 20'4" 18'-8" PRESTRESSED (2) No. 3 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24*4' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL"A" DETAIL"B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTHr I`QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAII'K' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 61-8" 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 (1 2 No.5 1439 1439 1075 1 9 43 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 1314" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 250 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 174" 16-0" PRESTRESSED (2) No 3 (2) 7/16 strand + 993 993 600 1084 2 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 961 446 872 No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWERUNTELCAVITY [8xl6-P-1 L/1 U] NOMINALWIDTIAJ J LQUANTRY OF#S BAR 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 (1) U (0) L SOLID ##5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 74' 7-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64" 6AX PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 81-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1 1000 686 903 • (M;' ; �:� e•' :.. :... ..... DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1j 6-P-1L/1IU] NOMINAL WIDTH NOMINAL HEIGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1)#5L(2)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'4" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4' 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" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 64" PREC.,ST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'4" 10'4" PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 937 937 685 978 1314" 12'-0" °RECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17' 4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 836 836 426 763 2 No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 607 607 317 601 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 20' 8" PRESTRESSED 2 () No.3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7116 strand +(2) 22' 8" PRESTRESSED (2) No. 3 No. 5 399 399 217 1 412 :.:«: •;'41 :' DETAIL"E" Z. DETAIL "F" DETAIL"G" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x1 j 6L/lU] NOMINALWIDTH'•'IL QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#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" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) 74.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-W PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 () No. 3 (2) 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. 19'-4" 18'-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 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 877 877 501 966 2 No.5 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 Y Y Y �:. r•:. •.,,.4• DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEU QUANTITYOF#5BARAT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x1j 6-P-1L/1U] NOMINALWIDTHj LQUANTRYOF#5BARAT NOMINAL HEIGHTUPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE 1 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)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' 3-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 1D000 1D000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 100D0 4'-7' 2'-1a' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4D32 10000 8687 9503 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'4" 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' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-U" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'-4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 • r .. :•4,. :�r:i<n-1 ter: DETAIL "DH" DETAIL "DJ" DETAIL "DIO TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x1j 6-P-1L/1IU] NOMINALWIDTH"••I`QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER JNTELCAVITY 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 1 1 2107. ( ) SECTIONS 90 .2 & 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ks) 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 (PLACED IN FIELD) 2" 2" 00 00 M Ln Ln 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LIN T EL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" ib 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 42 LOAD TABLES B CALCULATING MAXIM M RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION 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)#SU DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" .3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 1 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64' 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 64" 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 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAS: (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 101-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'-4" 16-9' 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.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 2F-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No.5 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1023 1023 576 1121 No. 5 (2) 7/16 strand + 27-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 it 2 TYPE DESIGNATION ,.,,� ,.f:�• ,,�_� :�i� :�•i,� QUANTITY OF #5 BAR AT P- PLAIN LINTEL ai,� S-SOLD NTEL LOWER LINTEL CAVITY (8xl 6 P-1 L/l U] •!': t• !• •• j J L QUANTITY OF #5 IDTHj BAR AT NOMINAL WIDTH NOMINAL HEIGHT UPPER LINTEL CAVTY DETAIL "0" DETAIL' 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 SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 24' 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 10000 8442 1DD00 4'-7 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1DODO 7552 1DD00 4'4" 3-9' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 54' 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 AUG 2 4 20122 1010%AL AiViEVV ASSIS Virtual RevlL­ 1 Plans Review ccm,-,P.',. for compiiance with the 2r, ;- to Anne Klahr PX2 ,,j 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 BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L # 1 SOLID #5(2)U(1)L DETAIL'D.A' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1 1668 1376 1376 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'- 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 1 864 995 995 831 831 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-81, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DQ' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 100D0 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10D00 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 100D0 8604 10000 4'-8" 3'4" 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1D000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 1183 2844 TYPE DESIGNATION .• H;i [8x16-P-IL/IU1 DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION � _ �[8x16-P-IL/li 1 " j LW TYPE DESIGNATION P- PLAIN LINTEL/QUANTITY OF #5 BAR AT S-SOLID LINTEL -I I LOWER LINTEL CAVITY [8xl &P-1 L/1IU] NOMINALWIDTHJ J `QUANTITY OF#S BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W�RKING LATERAL LOADS (PLF) " X 8" LINTEL, Total Length Type 8"x8" PLAIN 8"x " 8 SOLID 2'-10" Precast 2082 9235 3'-C 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 1114" 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.H. = Not Recommended 16 N i O s N F • J `'� CD -'•i; . co LO CLU O I' W 0 Z Q n E n, N W L -0M O (N d II' to V � M Ep C } 28 Ou-8 m Q .-s U�Iq U) u W Q ` oi 00 E o> L of 070 a LI LLI co W2QQQ0 0H Z � W Q U JO�WLLVO0 �o Oo J= oozaDoZowma6 LU pZ� ��W Z OWO imas¢Z �Q�O-W� V ~ Z/) LL LU MF23 z 2p0�_=O LL O Z N 0'^ MO Q � CO � G W � r- 00 F- Z z Z W Jo O N N O N ti CV O O DO M (O 00 0 N 0 N 0 N N N N O N O N O N O N O N O CV O N N4"d)oo"(0 O O O r- 0 0 ,^/ �l ; 0 0 N 0 M O O to O CO O e- I I-� Cr 00 (n Z Z L)owin O4--+ w (- O U_o-� �O a Lr)ii Vl OWi- Q Q Z I_m0Z LU Q N ('OF- _Z w MW MZW- M..LZ Z ILL O2N zLu C- Q �ZZ Z Z �a0 U a 0U 0 z Q Z J N UJ M o N LAST PLOT DATE Apr. 25, 22 Z 0 STRUCTURAL J DETAILS B 9§9aw9wei' Mounting RwIlom ;10 GauqeF 4-1 ``2-x4-1.*2'x 2-12- aCk Q01,1 5UPP40" See Anchet Schedule 4A �.V CUE to NP Right Bracket 0 Gauge) ScIfts 112:* Dia- A3215 Gai !TvpJ vList At - washexri Self-Lackirit; Nuts 914 elf-Drilfing A/C Unit BcAttifn Edge Hurlic3re Strap (Tmw,-;Ik I in fnint) Front Cross Support ( t:y be 10 Cross ry May be Lilt to W) Left Braditet (16 Gauge) 4 t 4 Self-WIling Screvv*.Thru Wrackeu, Back Closs Support Into A/C Unit Bottom Si4de (Typical-. 3 each side for hurricane use 4 al ­W- 9 1"'" - lit' ld'-J -L" ­ " .`Ul tit4a..wr. 1=4 litiesind Sell thusirop AVAJA. apple Ingreaslin 0 ties wig 4pplyt Honda, Department ofBusres5 4, Professional Requibil i I of BuildingCodes and Standards lw= Product Approval Application Detail raft Qsk 91A Day bom Qu TVM vontw NamgvAmmt color Irlldroor a ucwdip vapmw ft Yooft*d 4%"Ind M AllptoVill AD &AM Affloruffi. 20M 5-d Veld Wiidudk Irrc Mid-ailGrah- h-.F N-P,E- L-ke 15.1dim F.E.1�.IPIM21) casually, soluolurad componente (877)441-BW PE-733ib (334)300-180D Products Introdwert ... Rliernot tn"wriarnrent, New TaChriolory erenild- N.*.& r-luh_ R.PW k- FIWM Regulated ArOW1 era WMek Florida FLd58z24WF"ducb FIlde"Wrid Enginetf Rome. gualailamailrd c Acaresel"%-lu Auttend r. Hv"z for Um kuma P.- =_ =51 Dew F .. ban ;hsod .'d k4mhai, V_, Y. Y_ WA .100P100 S-0von4 model 05401 $111 N* F-11- Flood .,d V-1ad- Vent 12I1t12023 Y. Y_ WA NO 31-ItIrent Modelf,154cim IniWisd Rood Vent 1MV2M Ym yes NA •11 11 K 4 Violated Flood Vern 12V312023 yes yea WA 1. too DO 5 Smanvvm kkde, '540-52 16&Qat; Garage o- quad "-,A I2r3Ir2=1 yes Y_ MIA MIA SmooVorit Meow, 1154C1570 Word Wail InonlatedFloolvew 12131r023 Y" Yee MJ'A l(W100 Sri qVent 4l.6.1 4,$40.574 14 saquol 0mab 00. r1ad Vert 12,110023 Y. Y_ WA miA Florida Departrinerst of Bluntness & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Q., V, Call OWN 092 pondlen 2" YMS40 co"'aa ErAmm a L1 vawatad Sir Vr!gW butrinifted Ascl 0JIIQ Ausargat oyan! Status R­14. 2W marel Metals fee- Jason, Shunsite Zathwir P. priest Lowe Flatlike F f canto w2f) 04A�e 2E20 08r02020 1ov`302020 A Cwoaansr:Rooane; 0021 30:1,_1511 PE-4c21 (334, 300. WO ElubC80tepirr, M" Reeling cow"wo Illierree E"abon Repoli from a Hake, Registered Arrhillecl W I I.xisileed Fliands prohn.1" Bricor- tLtnzLaiemdall IliadFiVE01111 02arAtee"We Aperienibil for Ust ACOOVAd OMMAIPA i bl= 01,1111120M W um Vale= Desim lit al" Elat"Es Draw N!"I F10.111ria slow., DWI WNS DMC 15MS, DMC 175S OMG 2005 I213Ir1025 yes He MIA 10;Iw EIRC 5V Florida Department of Business 9 Professional Regulation Building Codes and Standards Product Approval Application Detall Conrad Eniiinftr&Lictfte Validated ft validated Submittal FBC Approval Approved Status Reerslor, 2M Therma-Tnu c4rpowon store Jasper ion Inshnijd� PE Ryan J Ktrl P E 04015will 12tZIW2) 2 ?J202I Q&G6QW Appto0d Caletion, Extup, Doors (SM) 843-762B PC= (at 51 767-45S5 SW?CwftW. Onringsnq Exterior Dovir Asaambles Compliarioellikel d!&*IosbovRcsxttJ`romA Fiords Regivioner ArOlrect or a Licensed Florida Prislessional Engineer FLS,V449*5 Products giaWAUMM Apgrovedbar lie al Apellayeefor Llaa It"pild D"an call= EVA= a* in KVAZ 2AWLau zgw= Pressure !i!nraTru Fiber-Cbsaiic and Smooth -Stir Nannies' SIMS Opaque 40 Yes yet WA Gorrip-b. Edge Rbmqlhesa Single Door IImeNr9KhfterkV! X 2 0 TheinnoThu Fiber cli and Smooth, Starr Nominal 69#39.8 JLquotimpacillquot Opaque I W I rAr= NO V Or& Yw WA Composite, Edge Fiberglass Single Door with SkIlshia(s) OnswnliK)AenmaXO OX or CYO zr,ft­*_.4 3 t, Therma-Tru Fiber-Oassic and S Named S&M's &quotho"ClAquat. Opaque 12/31 No yes YI& WA. =:Ze Witesgilan Double Door wth or )MM OMO wnfguralonsj 4 d ThermisTpuRbe,-ClasacarldSmooth-Stsir Murim-pactil Opaque 121: No Y- Ym WA Cartosite Edge nberglass Single Door prissArwoubils", x mrstourationq 5 e Thwrr%a.Tm Fiber-Clasac and Smooth-Sts, Nor"Inal 86039.0 Opaque 12?3Irr21M No, Yee Y�. WA Composite edge nbuelas. Single Doo, with Sueet"i OX W OXO conflgunrllhorlsj 6 f TherniaTru lillbac4lassic and Smeath-Star I'JOhninall SUWO &quotIm;p&ot&qLbK Opitlue, 1125112=2 No yes yag WA Composite Edge R pentraas Double Door -*r 0, oatroat Sed4kes IrawkWOutseang: XX a OXX0 7 g Themna.Tni Fiber-Classh; and Smooth -Star Nominal 68#130;8 &quotl minect8quat, Glazed 112t31r= 140 yally ys� NIA Cornposito Edge F burglaw Stick Door A -figu-bon) 8 h Teemnp-7ru Fiber-OldeVe 200 Smooth -Slar NOIN641 M*39,,S &,quotl mprietliquot 131926d No yes Yes WA Composite Edge Fiberglass Sralp Deal wall Sidelike(s) 0 nse*rW`0Lftmrs; XD. GXor OXO vortfiguralionst 9 i. 1-hermil-Tru Fiber-l-Asek and SrnpoothSllsr Nominal 68 84iqInr01=Qr3lr= NO Y" Yet WA COMPO&tA Edge pas tomp"idol"s XX a OXXO co"Walonal 10 Thefma-17m Fiber -Classic arld Smooth -Star Nommal Wrvo 1,quotfir"Caquat, Glared 112131t= NO yes Yale, IV A Composite Edge P"a" SrVW Door (1m;Wr4KXftvft X 11 Iir. Thence-Tru Froser=Oasuc and Smaoth-SW Noinnewd 8=390 SquatJ Na yes ym WA Corniposits Edge Fiberglass Single Door with OXorOXO odinfigunnons) 12 1. Tbanme-Tru FitliseC-Ituse seat Smilestil-Star No"r4i 88*WC tial millsectiquat Glaft Yes Y" WA composite Edge Fiberg1ws Double Door Alan at althout Siderhtai* 0nvwvWOubxAng:)0(rr, OXXO =fQ.,"arrill 13 an Thanma,Tru, Fiber -Classic and Smipom4tar Nornimill UM 6 llquattirnpactIlfiat; Gained Molded 121111= "a yes, Yes WA 0=EeFbefoass Single )Ox 1=lcarntgundion) 14 n 7henma-7ru Fltw-cl;�Wc and Smooth -Star Nornift2l 6U3g8 3quoLImpact1Lqucl:, Glazed Model 1231Q= No yes yes WA Open composite Edge Fiberglass S,,,g* N" WM N, azed Mold" Open Sidellte(,) eln­hnAtwwlg X0, Ox M OXO ownfirufati-k, 15 a TherrnaTFiber-Cdlaswc land Smucti-Sel, � Nornonal 6943Q8 Siquothenpact9quot Glazed MaIded I X31 r.V4 No yes yeti WA Opt. Compasite Edge nbergiass Double Door -th or wel Glazed Molded Oper, Sidleirtes (Insliong0ftevig. XX w O= le p Th-Tru Fiber-C7­ and S,­O-Sita, Wrnirud 88A310k8 EgtintlerrysacFB,cpck Opaque N. yes Y_ WA Composite Edge R be Srgle Door with Witted Open Sidellefs) Onsionngicurt9wing. XO. OX of OXO ,xrnFe;w;rson54 17 q Thwma-Tru Fiber -Classic and Smaoth-Sbar Noinndrial SOWS &quotl mpactllquot, Opaque 12r31r2rJ22 1b yea Y" WA C,ampoilite Edge R beVans Dole Door will a, Krbiout Gireripid Motried Open Solarlites ilnswngx XX or OXXO March 15, 2022 As required by Florida Statute 553-842 and Florida Adrn inistrathe Code 98-72, please prolli the information and approtilal num bers on the building components listed uelow if they will be utilized on the construction project for which you are applying for a manufactureir Product Description roval Number(s) 'Test Pressures EXTERIOR DOORS A. SWINGING Fiber -Classic and Smooth -Star (NON4MPACT) +67.01-67.0 psf Fiber -Classic and Sm ooth-Star (IMPACI) # 67.0 psf SHM MM11,Fiber-Classic and Smooth -Star (IMPACI� +80.0/-80.0__psf aml . . . . . . . . . . . . . . . . . . . . . - 'B. SLIDING M1 Windows and Doors +40.0/40.0 psif S n e *es 5570 NOA 21-0205.03 +38.7/-38.7 psf !C. SEC11ON1.L Wayne -Dalton Series 8000/8100/8200 #1105 (8 +31.0/-35.0 psf)(7) Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) Wayne -Dalton S elites 8000,18 100/8200 #1124 (16X7) +3lu 4.4/-38.3 psf I el K PAVAVJ� WAV:1111011111!1; qlmll>07. 101,727.747. and Ail 47-Single & Pairs of Doors__ N/A (see inst sM, 'A . SINGLE HUNG ;'MI Windom and Doors +60.0/-60.0 pst S eries- 5500 18. HORIZONTAL SLIDER �M I Windovvs and Doors [aims +5&0/-55.0 _ps M I Windows and Doors lSeries 185 10 +60,0/-60.0 Psf NNIFS-eries 5520 EMU D. MULLION 'Ml Windows and Doors IS�edes 5764 F Ll 5353,2 �!Serles 5500 1 - - --------- 1; a W*1 a OEM ILI! Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 �113. SOFFITS 'Solid and Vented Vinyl Sofftt �IFL15272.1 -FL1g'272.i .01 -.0 f +7575ps I MIFN01c �Alpha Aluminum, Inc. rSolid and Vented Aluminum Somt em, a '4. ROOFING PRODUCTS !A. ASPHALT SHINGLES-- �'3 Tab, Dimensional .BUNDERLAYMENTS Tamko (lbr Shingle Roof)i 151b Felt Underlayment Plyglass USA, Inc. (for Mile Roof) li,POLYSTICK TU MAX 1D. ROOF VENTILATORS -TWIFITICEFT'llp, 2111 �Off Ridge Vents TI-16918.1 -FL16918.4 Florida Metal Products, Inc I Wi*Z, I iLomanco. Inc DA-4 Exahust Vent 'FL1 7202.1 +97.5/-97.5 -PST E LOW611*2 ,E. ROOFINGTILES 11; M*r. N I - I FM WT M 'Saxony 900 E PI&I FN .F. METAL ROOF l�Drexel Metals. Inc. DMC 10ONS. DMC 150SS, DMC 175S. DMC 1200S. DMIC 5V OR STM PANELS 'Global Protection Products 'Galvanized Steel Storm Panels F L1 5076.1 FL1507&2 _J 'All American Shutters & Glass Galvanized Steel Storm Panels COMPONENTS WOOD CONNECTORS/ l�USP Structural Conn. ANCHORS l�Simpson Strong -Tie 'B. TRUSS PLATES i.ITW Building Components ilAlpine Truss Plates F Ll 999.1 - F L 1999.4 MiTek Industries, Inc. LFU 11971 _-__F L2197.5 Itili'miggo Weyerhaeuser IRim Board. LVI.. PSL, LSL FL6527.1 - FL6527 5 Cast -Crete Corp. High Strength Concrete Lintels, W 4 1 6T.A Com m erc lal Cone rete Products, Inc High Strength Cone rete Lintels I ne products listed below did not demonstrate product approval at plan remew. I understand that at the time of inspection of these products. the follovAng inibrrnation must be a\railable to the inspector on the jobsite, 1) copy of the product appro\al, 2) Florida Depadirriont of Bus no" & Professional Regulation Pup, r, PUv APPUCANTSIGNATURE DATE Su king Codes and Standards 96=1 Product Approval Application, Detail �d f.ah Sparser na am CALba" ww ISJUP0. TIM verlikort vatrittawn cut blots a VAMOW YWLUN Aftrw Fr. cal R440M ZPA) PGTIh4xWI.. J­ Res -di sliselLOode, KCO - CER Mae-N41 SAX-0 - VAL 1i119=20 I ur.16=x 11,24QJ2Q AW41*d cal.g.y. Seen- D­ ev'iew t1ne .W,. 15- A-.rbN- Slidip; F N C19mikurflaft FullauRnprod,ei, 04MINAs Ancrelfed for um Allarowd for i wow Jor ')T3 An Produelmom leave, Ifitese QK= 291111111it=9 Addiddial placturt►in W SOU-S67o(L*9e wair," vaels,:P v" Sliong obts. Door 0444=, Y" Y" yer N/A Ed (a) Florida Department of Businil Professional Regulation Peat 1 03 U) -Fu i Building Codes and Stan2> W lards 1.',022 0 Product Approval Application Detail Qi2 QQft Enquar NA& 2111JIL Care Pending CU Do Version "WINIIIIrsi vwwawm Valiclatted submitted fee Approvall Morel Stft Rem"i" ?M rhouna.Tru Corporaleta, Sbwe Jasperrson Lyndon F. Schmide P.E.Pyan,)l King PE_ =213f= 131m2ram 07139rXr210 100`131`2WO Approved (3) (3) Callegone E.*w cloe,,, MM 843,7628 PE-43409 (81M787-M� L) subcategory. Soale;Irril Extelcxr Door Ase,enrlolom i)spersonlitthermalrum = M U-) comptlar" M6Mod: Report From a m-10 0 CZ Florida Re9i"Wed Ardisted or a Licensed Plorel 0 0 F1.11120411114IRS PrisdiaM _0 art Demn S-9 Product Model. Namberor Name Product Description contraftExcinabasin Onto in tKqz Outside HVW R Adeent pressure 0 LL_ I a TIqlarms-Tru Fiber-Clsew and Sr-rolith-Star Nornin M" 8 &qur*.IMp%Vt&QU01: Opetrue, 12131 rM= vat Y" I'Ark CZ 4= 44- (M C 0 0 CZ C) ..posift lWas fileeahas* single Door > (Inswongrouvowret; X wvftorinioqj -0 E a) 0 2 le, Thwma-Thu Fiber -Classic and SmDom-Star am me II, m quat pedje� I Yes Yes WA Corn Edge Fiberglass Single Door w"i I- adebtew onroalw0un-rig, AD, OX or OXO -4-J configuirathant) U) '40 M l: 3 Therms-Tru Fllbrar-Claaslc and Smalh-Star Nomina, I 6&S.20 6 &qraoI;Lmpact&qua opaque I V31 Y" V" Y" WA CU Composite Edge Fibeig4es Doubrs, Darr or viethout Sdefilas XX or OX U) 4 d Theirria-Tru Rparx-lessic and Smooth -Star Nominal 86#!g0&;uokIrnpact&qua1. Opaque 12731 1:2= Yes 'e" yes WA Connoosift Eoge Fiberglass Singice Door linswing/Oueslorig; X conflIturstion) 5 a Th-.T. Fiber-Clos- and Nominal &SAKM 0 aalockfirnpacn&R.M. Opaque 1201r2m Y- yes Y- MIA Composite Edge Fiberglass Single Door vAth 9defitsirl AD. OX at 0X0 configurations) 6 1, Tharma-Tea Fiber-Clasac and Smooth -Slat Nominal 89*3D 0 lllquot ImpacAquot Opaque 12J312= yes iles Yes We COMPOlfift EC90 Fiberglass Double Door YM Or virdboul: Sidelhas jhrawrrgNJutswrq, )X or OW 7 g. TPWM-TTU Rlsiff-CUSlae 206 SIT1000E-Self Nominal 69sm a aquot; Impadmquot, Glazed I2F310M Yes yes, yes Not composente Eclite Rosittlass single Door X confiWarnon) 8 h. Therma-Tru Fiber-Chiser end 6mitath-6tar Nominal 6&*g8 &quak Impacti6qual; Glazed 12J31 r2= Yes yes yes we Compoeole Edge Fiberglass Single Door wth Sidefite(s) XO, OX at OXO confitiorafirmet 9 i 7 hweria-7ru Fiber-Claseh; and Smpoth-Stail, Nominal 8L4111%. 8 ilmuothirrip"Quot Glued 12311=22 Y_ Yes ya`% Will Compost -le, "a Fiberglass Double Dow YM or Wilmot skiel"as (Linseeirwout"", xx or oxxo oanRguraeans) 10 1 Tfieurno-Tfu Fbw-Cbmgc and Smoolh-Star Nominal U#*.O &*40snpactSuituot Glazed I=i*= yes, Yes YES WA Comps lmie Edge Fiberglaw Single Door (ins rwcutworrlm X cooligurnirtiorh! 11 K ThalfroQ-Tru FEW-Da"It and S1110OWS12, Glazed IMIQ= Yes Yet Yes WA Compoaft Edge Fiberglass Slogle Clear MM Sdehie(s) OnewngrOutweeng X0, OX or OX0 configurallie,M4.) 12 1, -Therme-TT4 Flees-Cipseic and Smadiffi-Star Nominal d&Ai3P..08quotPrntanc4blpJat Glazed Imir2m yoo Yes Yale WA =Core Fiberglass Double Nor wth or -S. 1=0 (Wasen r%4 whrmnig; XX or 0JU0 configuriabons) 13 m Therrma-7tu Faber-Clainize and Smooth -Star NOMM121 U"R 8 &qUM"p2&A9u;dr Opaque 12131 =2 Yes Yes yes, WA Compowle Ed,,=1aes Single Door with IloquotNen,leri . Wle (Ins,eirillOullisimg; XC, OX or OX0 conlitaurations) 14 M Throne-TrU FlraarA:�15"W and Smarrilh-SrOF Nominal 6111,1113918 Opaque 12131 r2m Yet yea Yft WA Comp - EOge FtWgtala baubleDoor VAh Muct;NcIvInspaidgeeltzi: Sidlelibes, (I memingfOutem ne 0)0(0 oriffVulastork) 15 rr Thearna.1ru NberClawec and 6mool"lar Nominal M" 0 kuat ImpactIliqual, Opossle I nit r2w Yea Yes yes WA Compoeft Edge Fibergese Shear Door %ft &,quirtNon-Impactliquot. Sideft(s) OnvatingfOublesilItip XIO OX of OXO contalurarews) to P Thennul-Iru FuilawrZtemic and SrndcVZtar Nominal SILMO illiquotimpactLquot Opaque I V31 r2= Y" Yes Y" WA Cornpoeft Edge FibMiass Double Door late 8quo1;NC,i,1rrqpn:t&qua1; SkWftsQPsArg(Oufthmilg; O)Q(0 voillillturadon) 17 q. ThermaJhu Fiber-Ciessi. and Smooli Notarial 6943(I8 seluctNonAmpletisquat Opaque 12131 P222 Yes yea, Na WA Composite ceitle Fibelgitan single Door 0 nipearo/Outswing; X coofturathorj 10 r ThthmeaTru filer-Clanx and Smooth-S, 1=1= Yes Yee No VA Oomposile Edge Fiberglass Single Door with c#de"%) nil swilgifOulse4% XC, OX a OX0 WrIligurabons) 19 a. Theinmet-Tru Fier-Clualho and Nomal WIM9 S Squottlon-fimpeatIlquot 00alwe 120WIM Yes, Yee No 1,4A Competaft Edge Fftlglass Double Dow Wth or Althotit adder" XX Of OXXO co"Rouraillonso 2D t Themen-Pu and Smooth -Star N. 0 liquot.Nan-Impled&quet, Opaque 1 Z31 r2022 Yes Yes No WA Composite Edge FibieMlass Sintle Door (imlleirwoulwmiv; X mftfilaunston) 21 u --hemia Inu HilairClassrr and Smooth -Su ir Nominal 8&#39,0 &quatNern-Impactliderx Opaque 1=11= yore Yes Na WA Composite Edge, Friberglass, mangle, boo %ft Sideldr(s) anaumnglOutwoong XO, OX or OXO conflaurallons), 22 ThIerms-7ru Fillw-Classic and Shipot-Ra, Nominal sell 9quotillor, ImpadSiqual; OpoqlA 12r31r2022 Yee year No WA Conrloo5ft Edge Fle"OU Double Door satin of without Sidellites, Unwaing0latumn, XXor CM configurorkiss) 23 w ThAmarTru Filber-Clitian and Smooldr-Starr Norninal SWWA Glated 12131a= Yee yes No NIA Compout Edge Pleorgess Slight Door 24 aL TInerma-Tru Fibio-Oasea; and Sonoulth-Stat Nominal 6&M.6 Ilounthlorir"Pludquot Glued I M I r2l= rm Yes No NJA 24hpositas Edge Fiberglau Single Door with ledWilli #nlesing4cutsviing; X0, OX or OXO configurations) 25 y. Therrna-Tru FAW-02figic and Smoollh-Stia, Nominal 6039,8 d.¢lothWrt-impdd&qur3t GWed I2CV2022 yes Yes NO NrA Composite Edge Rhorulass Double Dow with of willout Seelit" XX or OXXO configurations} 26 z. Therms.7ru Fa6rchassle and Smoste-Ear Nominal saxwo illquottion. ImPsomquos; Glued 12131r2= yet Yes No NA Campeau Edge FlIefforaul; slivie Open OnsiunWOubryffig. X carngundeardi 27 n Thane-Tru Fletir-Chuwhc and Smsooth-Sbar Nometal 83III30.0 Glued 12r31f= yes yes, No WA P-S" F FrDeeglar:Surna. Door with Snial its(*) anawrtgrOutavirgp XO, OX a ORO wrfturations) 28 zb Therrile-Tru Fker-Ckasw and Smorathr-Ste, Nominal 81till &qwothon, Imp"quat; Glazed Mir= Yes Y" No WA Composite Edge Fiberglass Double Dow Wth or WVloutSidebtles O)CKO oth"Nunit,ons) Florida Depearlynant of Business& Professional Regularthim Bulking Codes and Standards Product Approval Application Detall Poo 1 .A2 am Re ftl "t pades M2 Z= versulp Kiluallishm coread IBIUUEAligmia Malaita Validaijal fisdariffild EmahmmEt Ammuryod RAU R""n 2020 MI Nsdows and Doerr airmannsiv [All RO"110 1.011109 Steetil it Undt. PE 1041130= lofmm lop W2020 I2n512020 Alopreead Ca*OMT. Eft!1011' DOM I Tlli 355-33DO PE-M14 711) 31 F-8414 ShCategoW. Slallet; Exto"d, Oct Assalyroks b9W.MNQlrnhrd­ Cuiripliance Where Evalualiol Report lrm P FICdft ROOZMM6 Ardrililed W I UOVISIXI Florida Fus"15M-0 F'061.� 10 Engine. Products "a 0 Walter Assurance lellaw DOOOM CV*W turom pip Anstasydair Use Amgvvd he HYM Old" far lln JIM IMDW 1111, OPAW rmuurl 1 SERIES it' 2XJ ALUM 9GO MI(U SERIES 410 ALU MU M SGQ QX0 12M OC24 No Yes NO NA . NON-ASINFOK-m 2 SER"420ALIJMINUNIGGO $ERIE& 420 ALUMINUM SCD OX XO, XX 123112024 No Y. No WA I SRJR�1!3 420ALUM�NUM SM REINFORCtM SERIES 410 ALUMINUM WO RISWORCED 0XD 12GI=4 He yes he, WA 4 $ERES420ALUMNUM SWRISINFORCED $ERIF$420ALWMINt)MWDREINFORCED OX 12011=4 Na Yes NC K% X0.)M9"qQ0A"Qu,* 5 $SPIES 420ALUNIINUM See RISNPORCED 4RERIEE,420ALUMPNUMWDRE)WORCED)UcK 12t31=4 No y" Na WA 143LQL,X 063,quat. Florida Daparintlard of Business & Profestal Regulation Building Codes lend Standards Product Approval ApPlIcaldori Detelil Pee. I erl 119=1 fialth, Jul age 2gazia" no Wilton Manufacturer fe tt "Idabird 111%, VAilidelod &Awftd FaCAMMal Aparowed Ra am 2020 WaW.Calton. a dimillon al'Ovlalhad Me, Owwrollolnush John Ir 308un; Jaffft P Mellon, P Is 1WI2020 09COMN 10r29J2020 12A572d20 AWO*d Corporation (330)7e3-a121 PE-51737 (904) $21-52% Calftars, III-. Doon, SulliClAiDarr Stational Eden Dent Auwnlast are Compliancii Ndffm& Evaluation Report tom v Floods Rninered Ardlaild era Lievisirl 140460 FWMEME(2&0 Prolessional Enemeir 11111 Radfrct godeL Multiple or Nam Froal0l: DPWKMtOrtaacl Qua4w As�arae, Aotm*LWLLLU &WLWALWLVK Omit#IaR Gala In xvft out" X9MQ brawya t 2&vm ""SUN 3 e000J51pOf8200ri105 MM hill Width i 4&M Um were Gbzkg i zrl"r= do Yes yell -31,00F15 00 available In tell a spolhort, 10 60=1111013WOMM 146M. Mix ullilth. 14&M Mat heW. Gborith; 1241202Z NO y4s y4" .3aQW3,50 Meltable In too or lafterimme, station, I I OMMI00Y82110 at 124 1584139 Max width 146M. Ma h*" Glilaill) 12/31,2023 NO Y" yet -34401-36 30 wa,1164 In to or 1'nriltledlale sedloa, Florida Department of Business & Proteseonall Regulation Building Codes and Standards Product Approval Application Detall Pon Florida Department of Business & Professional Regulation Pao l dr? Building Codes and Standards Product Approval Application Dell SAE Raw" F Ot_. net. lenrill mopeviorvorr 1111a.9faeluno contact Matto &AMMd Fee AM%Vg Aborlmsal, sighn Fe"Isidin 2D,10 M1 YwIlde" and Disen, areal Wnpor Ammew Artfifteharal s0" M U(Kh PE 1 UVWX I I ti 7rAIG 29 1 V77Q%?_0 APV*V*d cutpow. wridois 01 r)'Xid-3300 AS90p~ ill I) 31`8454 Sulecalleporr. Sri* Hang braimWelimi'm mom Compilente "od: Cadcalloo Mark w Lisboa Quarks Almonnail Atlatumiluguin Ancrund bar the broad casim ftu Model, Muslim or Nam In MYRZ 21111111111l hadmo= 2 l 52472 Firifirlanoll Frame *FIG Sh* H,*V 10lov") Or yea No *60Fr9 Laminated! Glass %.LAO F- (D U) > C) 0 0 L_ 0- co < 0- o �- UJ < SHEET NO. PA 1.0� N C_ Florida Department � Business 6 Professional Regulation Paged ds Fbnda DeperimaN of Business 2S Professional Regulation pay , Florida Department d Business & Prdessionel Regulation peps t dl Flm OepeRrnerlt d Business A Prafassirxlal Regulation to -1--a U > � O I� 2 N ( O Ran -I.- CD "all". ({- '�^ _r VJ 4,? U O O �� e•F- CL L V ''4hh ^�� W I i O 0 }� O V I o< �- O W Q /i W Z J z Q tZ SHEET NO. PA 1.1 vq.1 dt Building Codes and Standards l3ulkknpCodes and Standards tvs}+ Building Codas and Standards g Building Cods and Standards Product Appf0lt� Application DataN PradtJd Approval Application Detail Product Approval Application Detail Product Approval Application DetaY r�..g �! 1RJW9y51-RA-Ra 4.494 CIl89L4r IkSt Ba4 Dre FNsar7o _ �--'� -_ amee 1 "` �_PJIDsIB! $! ffal'e Plndlnd � Manufacturer J�CI3L � Q6�. � Yarrikkan Validated Submitted eSt Status Jil@$ qpB(� Enamtter A License V0ldaaed By FBC Approved J9F11SSl Ream 2D2D Tlternr-Tru Corporation Skve Jaspersan Lyndon F- Sdt midi. P E Ryan J. King P E. t0,O7/2027 U9r18Qr)21 10"13l2CL?1 12I19aiiU'21 Approved Motor Y4fa1411 Ib0ldAKBJLa. SBdaY Brrerera Ucerns YAd14�.A1f � i11 !.',aG,ABlL91Yal �¢� $SaBa � sll,,,.,r-k.=. Canted � '� ilb� Anumvilhi � £!tfAUDMVMI i. �� Eat•rgr 67acYs n 1.90C)) 81..7829 PE=13a0q (8113),767.6555 A}IYn1elkXr 2020 POT Indusztira Jens RoaowaN A1emF0ede Bt:CD -CER MFmnti-Dads BCGJ 4hl 11,09fZUJ.V 11 A5,:5g2tl V.P. tl?43G ?{,}.r�s�il ResIWP't �20 MI Yelrrd•?a's ar,d Lkras &mtt Snin9sr ATFAwn NaArccseral S(sr¢n M Un+tlr.. PE 10rOH 7020 tp®8(ZO^a0 7a1512o30 np«tagd RrAaWrt 2020 MI Wlad(w., antl Does ►ak attlrga Amaann MhhQwa 9t•�rn M Wqr, Pa 11/22J�} 11rI71I010 11RMJOZO /rPPrrwtld SIIBCiI•gOfy:BvlryTinq Efrtwior DOpr RxtssmMies e.Nspersal�lfi•rmstru.co Category: YYndam (9/1)MJ&OtUO i; 96'13t5-25S0 caragay: AP^]Coas +'7?+755-7:'+!d M■nubcrurera Axsxunm I?t7!31'•8a3a CarlarY•NIAItlnM9 rT17'i 380-3300 Manu4CWrrs AssaCi#!as ,?97)3t7-Ee5/ Cora plisses Method C-v#Wabon Report home m aWCN�rf ".v�{a Hronp ira•awb(ipgUnalzalaac suoCir•gory: Hpr�wal :7rsa Sxtinnger(Dmiwac«n etlCrlOery. 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PA 1.2 C_ C) U MiAMI�aAt1E FRODt�C2FCOYMOL SEC o PGT Industries. Inc. PGT Industries Inc. s✓ Cl) PC:Tludtistries. Luc. Q o 0 118;05 SW 26 sr..c Rom`09 NOTICE OF ACCEPI_A.NC'E: EVIDENCE SUBNUTTED NOTICE OF ACCEPT.k CE: EVIDENCE Si�B3�D = � � D DONTOtrREGM.ATo11i•V%DIECQ1+iotltic RESOURCES(RER) � Fjords aa173-_474 BOAADANDCODE.�*,..ti'"�'�" IM TIONDrt�t t a (766)315-2590 F (79d) 15-? NOTICE OF ACCEPTANCE: 'SCE: EViDEN'CE SUBMITTED D. QUALITY S" tR�1NC°E .C3) (�) -cn - NOTICE OF ACCEPTANCE ►.NCE (NOA) I. Eiidence submirted under previous NOA B. TESTS (continued) 1. Muni DadeDepaitmenl of Regulatory and Economic � �? CU CZ � � U � PGT Industries, Inc. A. DRAWINGS 2p 1070 Itrchafty Drir+t, 1. IvL=faettrees die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 = 00 � North Venice. FL 34273 (Substitied tinder 1OA.v �.11-0107 04) 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 E. Ni.�TERI3i. CERTIFICATIONS ATION5 LL SCOPE: 2. Draw-wg No- '_%!D-5574.4_ titled -Yung Sliding Glass Door NOA. (134)". sheets I 3) Water Resistance Test, per FBC. TAS 202-94. 1. Notice of AcceptanceNo. 1.94529.14 ismed to Vision Exmuion Limited for their = M . . TC) ThisNOA is beimg ismwdunder the applicable rules andrega:tat>ow govetniag the use of constrncsion materials. The through 21 of 21. prepared by manufacturer. dated 10- 5.'1.5. With revision a dated 4) Loge Missile Impact Test per FBC_ TAS 201-94 "�'h Rigid PVC E=�I• E�a,t ns for ANIndows and Doors-. did 0 13i15. - Cn -a C O documentation suba utted has beenrev iewed and accepted by b4u=-Dace County RER -Product Control Section to 04 45 `I7, si,:Ined and sealed by A. Lynn Miller_ P. E_ _ ) Cyclic Wind Pm -sure Load umg per FBC. TAS 203-94 g on 09.30.'19. (D Q be used in NluwDade Coup and otherareaswhere A wed by the Authority Havirtghuist�n (ANTI. b) Forced Entry Test. per FBC. TAS 1-02-94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Li>asited for their '17E C_� This NOA shall not be valid after the exparatun date stated below The Miahni-Dade County Product Control Section B. TESTS along with it=ke'd-ups drawings and installation diagram of i inyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non --A 71ite) Rigid PVC Exterior Extrusions for E-- Cn Q 2riiamiDade County) and"orthe AIIJJ (ice areas other thanl4liavai]Dade Couricy) reserve the right to have tt:rs 1. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 85�49. dated 11,'06"'15, �d ails 1iTndo� sand Doors". dated 52-08,16. on 12�� r'?1_ product or raaorziad ter for quality a atsucance ptznp its dxis product or mate ` f ' to pedom in the accepted 'immediatelyrevoke. ')Large Missile Impact Test per FBC'. TAS 201-94 sealed by Id alimmis Ortega. P. E. ('Test rep art revised on 1104,4 5 and 011 t,16) 3. Notice of Acceptance No. 15411.528.15 . to Vision E.umsmn Limited for their "$sawn manner. thesnavinfactutwvill tacurthe expense ofsuc testi g andthe AHJmay modify. or 3) Cyclic Wind Pressure Loading per FBC. TAS'03-94 6. Test report on 1) Air Inftlltratwu Test. per FBC. TAS 202-94 Coated (Painted or Laminated) Ahitte Rigid Pt'C Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and installation diagrm of i yl sliding gtiss door. prepared 2) Unifrnw Static Air Pressure Test. per FBC. TAS 202-94 113ndows and Doors'', dated 08,113/15. expiring on 09,130119. acceptance. if it is deternimed byiiible Lira County Product Contrat Section slat ties prochact or material fails to by Fenestration Testing Lab. Isic.. Test Report No. FTL 8717. dated 12.07;15. signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4. Notice of Acceptance No.164712.02 issued to ENERGI Fenestration Solutions USA, i meet die requirements of the applicable building etude. This product is appro4tl tdecribed herein and has been tie}>ed m comph with �e Florida Bing Code. is product sealed by Idalmis Ortega P_ E_ (lest report revised ore O''15:16 and 0224 1 t5) 4) Large Missile Impact Test per FBC'. TAS 201 94 Inc. for the `T.4ti 3444 and Lighter Shades (` on -White) Rigid PVC EYtec•iar ih High VeL yHurricane Zone_ '. Test report on 1) Air Infiltration Test_ per FBC. TAS 20`�-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors` dated 09115,,16. expiring on 02.%'21. DESCRIPTIO`: Sergi "g3 , 0iZ r,0" Vtm-1 g Glass Dorn' (Reinforced-) iwlwo 9 & 13ti." corners-L.M.I. '_) Uniform State :fir Pressure Tee per FBC _TAS ?0'-9 t along Frith marked -up drawings and installation diagram of c'invl sliding glass door, prepared 5. Notice of Acceptance No-16-0712.04 i to ENERGI Fenestration Sohttions USA, "Bronze 3) Water Resistance Test. per FBC-. TAS 202-0-4- by Fenestration Testes Lab. Inc.. Test Report No. FTL 8552. dated 12 `04 15. smut and Inc. for theirr and LighterShades of Cap Coated Rigid VVC-Esterior APPROVAL DOCt"1tM.N-T. Drawing No. 1D-{5'0.0 Rem B. titled •'Vmvi Sliding Glass Door NOA (M-. sheens 4) Large 14lnkle Impart Test per FBC. TAS 201-94 scaled by Idahmmis Ortega. P. E. (Test report reU ou 0?.15:2016) Exmusions for Windows and Doors" dated 09,15t16- wing out 04'1fu20. i through i of'21. by rn�rer. shires 15 and last revised cut 1.�' 1. s he N and sealed by 5) Cyclic Wind Pressrun Loading per FBC. TAS '03-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 6_ Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestrat ton Solutions USA, my Pr scam Lym the Nl axni-Dade County Product Control R,ecrsioa stamp with Notice, of Ace ) Forged Eniry Test, per FBC, TAS 202-94 2) Large Missile Impact rest per FBC. TAS 201-94 Inc. for thew "R bire Rigid PVC Exterior Exd•usions for "'indows and Doors" dated A ep umber and ion date by the m am%Dade County Prussia Control archon Acceptance n along !girth marked -up drawings and mstallatioan diagxanm of vinyl sliding glass doer. prepared FBC. _03-94 31 Cyclic Find Pressure Loading ' 0810 °I7. o� 02,284 �Tinng8. kTIN 1 ISSQ.E L1hiPACI R�TrG: Large and Small NBsx Impact Rcsistautt byFenestration Testing Lab. Ehnen Test Report No. FTL 8546. dated 11 ''06,15. signed and _ along tv'th marked -up drawings and installation diagram of vinyl sliding glass door. prepared 7_ Test reports No(s). 10-W-492(A), 10-WM0527. 535753-09. per ASIME-84. Liaiftations: sealed by Idalmis Ortega. P. E. (rest report revised on 01:"04.16 and 02'11 2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated AST MD1929 and ASTMD-635. issued by EXOVA toVision Extnision for cellulosic 1. See table l (sheet_) and table _ (sheet`) ) forapplicabie SGD unit sties. desrgta press, reinforcements types. glass apes. sill rrser(see tables B-1 & B-2. sheets 7-8) and anchor Layout sheets re€p�ements in 11 thru 16 3. Test report on 1) Air Infiltration Test- per FBC. TAS 202-94 11 19.10. signed and sealed by Jorge A_ Causo. P E. (Submitted snider A70--4 N o.11- composite imaatenaL ' 2. Rigid White PVC_ Tan (Non -white) Rigid PVC and Brown coated (Painted or lamnated) white Rigid PVC to be _') Uniform Static Air Prtsstre Test_ per FBC. TAS 202-94 t710' 0!) (Submitted nutter AO.3 Ao. II-D10� !JU) labeled per refwewedN1 0A'srequinnxnts_ 3 Water R�sii;;ance Test. FBC. TAS 202-04 ) 1 3 Test r ' ry- report on 1) Air Infiltration Test. per FBC. TAS _0_ 94 8. Notice of Acceptance No.14-0916.11 issued to Ktuaray America.. Inc. for ter 3. Epess operabledoon must comply with min car widthor ht�ht per IBC recu t as applicable. 4) large Missile Impact Test pet' FBC. T.AS 201-94 ,) Ctrtiforni Static :fir Pressure Test. per FBC. TAS 202-94 "Sun tt'rGlas (C ku• and T«e) Intel•Iayih+r,. expiring on 07 (i418, 4. Pocket walls under separate approval- to be revievmd by Building official 5) Cyclic +'tad Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test. per FBC, TAS 202-94 9. Notice ofAcceptance No.16-111'.01 issued to Kt>tamy America. Inc- for their L.�BEL NG:: Each unit bear a pet unent label with the �cturees name or tow. city, state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Nisssa% Ism�ct Test per FBC. TA S 201-94 "Tre>sifal ► Ultraclear. Clear and Color PAB Interltay�ers. expiring on 07108.'19. follouingstat�emeni:' _ Dade County Product ControlApproved".noted _ ,,.$ along n-ith marked up draw -tags and installation diagram of . inyl sliding gLass door. prep 5) Cyclic Vs rtmd Pressure Loading X FBC, TAS 203-94 : -Etri :�ii. of this Tt be c onswdered adEt a r app arioa has been filed there has heal no No. 854'. d:lted 12w04°�'1q; signed by Fenestration Test Lab. inc.. Test Report - Entry Te st. per FBC. TAS 20 2-9 4 6) Forced Ent F. STATE�#ENNTS change in the ablebuild ngcodenegatiwly affecting the perftxmawe of this p sealed by Idalmis Ortega- P_ E. (Test report revised on 02 16) along with marked -tip drawings and installation diags'axsm. of vinyl sliding glass door. prepared L statement letter of conformance tyilhFBC-3�Editk�rlt (20I-#) and FBC-b�Edit%a TERM ATION aft s NOAwill occur afArrs the expiration da�or if there hasbeen a re vision or change m the 4, Test report on 1) AirInfiltration Test. per FBC, TAS _0._ 94 by Fenestration Testing Lab, Inc. - Test Report No. FTL 633 , (samples A-1 thru A-5), dated (.01T). i�ue�d by manufacturer, dated 08/ 14,'17, signed &t sealed by Lynn MSS. P.E. pr process- use of this NOA as an a ndotsem w of any product materials, use. undue of the product ate_ � ,_ _) Uniform Stag Air Pressure Test, per FBC_ TAS _0_ 94 1�.06 10. signed and sealed by Jorge A. Causo. P. E. IStibinftted under NOA .Vo.11- 2_ Statement letter of no financial interest, slated 04,1& 17. issued by main tact m. signed �� for sales, adsertising Gravy odarpurposes shall automasicall urminate this NOA_ Faihue to comply wick am 3) R at+er R tance Test. per FBC. TAS ?0?-04 tllO' �o) &sealed by Lynn hiller: PE. section of this NOA shall be cause for onand removal ofNOA_ 4) L.at�e hl� InVact Test per FBC_ TAS 201-04 3. Letter of lab compliance, part of the above test reports_ ADVERTISE_ME T: The NOA numberpteceded. by the words hh= Dade County. Florida and followed bythe 5) Cyclic wind Pteswte Loading per FBC_ TAS _'• 03-94 C. C AL(tTATIOti S 4. REP, Test Proposal No.17-0387. dated 05Mil 7. signed by IshN Charlda. P.E. expiration date may be dispta3vdin adwrlisinglisrratrme. Ifany portionof the NOA is displatyed, rhea it shall be 6) Forced Entry Test, per FBC, TAS I Anchor yer'ificatioa calculations and structural analysis. compkN* with FBC-2014, done in its ermimty. along with marked -up drawings and installation diagram of vinyl siidtag gi m.ss door_ prepared dat prepared by PGT. dated l2,"04.1 sand last setFised on 02•`15 16, tag►xd and sealed` by G. OTHER " L S 'EC"IION : A copyofdais canine NOA s1>e1I bepros provided to the user by the ma actaner or as distributors airs by Fenestration Testing Lab? Inc., Test Report No. FTL 8548. dated l_ 6 "`15. signed and prepare} L- hl T. �.�12-09;1.5 trusts• E"R.4 �'o. ?:t-111 p.011. 1. Notice of Accept No.13-1210.01, to PGT Lultutnes, for ter Series shall be av adable-for inspection at die job site at the recast of theBuildmg Official. sealed by Idalmis Ortega P.E. (Test report re: on 01 04=16 aunt 0 11 16). r. Glazing complies with AST1�1E-I 300-09. "5:�?4}�'2i7fl" l-iltyl Sliding Glass Door (Rehuf�aYced)--I,.M.L" eacps�t on 04"'14°°21.. This NOA re%*es Sr re inns NOA *2 044 29.01.5 and consists of this page 1 and a utewe pages E- 1. E-2. E-3. E-4. 9 �:C� � f"' E-5 & E-6 as well as approval document meadoned abcne. Ial►aq L C'Itattda, P.E. 11112(11. Chattda. P.E. n-'• ' a Is6aq.T. Chantla, P.E. The su6tnaitted ticxthtitentarion was reviewed b_r•IsLraq L Cha>ida. P.E. Product Control Unit Superrizor Product Control'nit baperrisor Product Control Emit Superri;or NOA Na21-0206.03 KOA '%o. 21-0.0=.03 VOA \o..11-01.06.03 NO3 No. 21-0:06.03 Mier sort tCtxMtr Expiration Date: April 14. 20:6 Expiration Date: April 14. 2016 Expiration Data: April 14, 2016 ExpiratiosDseat April 14, 2026 Approral Dste.hisrcb 26,1021 Approval Date: March :..:0:1 Approval Dates March if, 2011 AppraTa 1 Dates 3Iareb 2;,1021 ' Pagel E-1 E-: E-3 PGT Industri". Inc. C'GI Ntindow-.s and Doors. Inc. PGT" industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SL'"B_NIITTED NOTICE OF ACCEPT_kNCE: EVIDENCE SUBXUTTED NOTICE OF ACC EPT?s.N CE: EVIDE-NCE SUBNUTTED 2. Evidence Submitted under preritaus submittal E. NIATERLAI, CERTIFICATIONS (continue) E.-New E ticieace Submitted5. Qusanex Part Suner S_L Standard complying uith ASTNI C 518 Thermal Conductivity A. DRAWINGS 0.881 8T1,1- ,' hr.-it=-°F, AST?tii F 1249 u'�VTR-Pass. ASThI I)3985 O."�gen-Pass, AST2% E A. DRAi1ZNGS 1. Drawing No. MD-55 70.0 Rey B. titled -VinN1 Sliding Glas-s Door NOA (L.'�I}..sheets 2190 I.G. Durability No Fog -Pass. (Stibittitted render prtiloiis .%'O-4 . Vo.1 i-0409.0.1) 1. Drawing `3o. M D-35 70.0 Res- B. titled "V irryl Sliding Glass Door NOA ". sheens 1 I through 21 of 21. prepared by manufacturer. dated 10-05!15 and last revised on through 21 of 21. prepared by manufacturer. dated 10:�05 15 and last revised on 02�°0121. 04r22'20. and sealed A- Lynn Miller. PE. signed by f � � , � 6. Quanex Part Duraseai complying with ASTRI C518 T rtmlal Conductivity __22 BTU -in sinned and sealed by .A. Lynn .Nlilln. P.E. lmr.-i't--`F. AST.kf F I249 i'L`TR Pass. ASTM D 1434 Ammon. Pmuleance-Pass. AST i E ?'rote: This mision cots replacemew of same existing installation scretis with fiat head_ sr_ B. TESTS 2189 I.G. Durability -No Fo¢ ASTh1 E 546 Dew Point Del= -lop mment -20'F in 48 hrs_ 1. Test reports ost:1) Air Isifiliration. Test, per FBC. TAS (Subtrnkmd under XOA din. 13-4.109.05). B. TESTS 2) Uniifosln Static Air Pressuure Test. Loading per FBC. T.4S 202-94 '. VisionExhusiosts Ltd_ Pasts comptymg is ith PVC-A.A,'�iA 303-13. Vohinsarti Specifi lion 1. '-None- 3) Water Re tacace Pest, per FBC. TAS ?-04 for Rigel Poly- v*A Cblonde (PVC) FExtenor Profiles for Vision Extntsions. Ltd. - %, EX-1 by Large Missile Impact Test per FBC. TAS 201-r94 A.40\tik Feaesuation Exterior Profile Certification Pro(Subtrnirred under .YO 4 X& 15- C CALCULATION'S 5) Cyclic Wind Prussic Loadiingper FBC. TAS 203-94 0409.05) . 1 'Tone along withmarkedAT drawings and iinst'allation diagram of all PGT Industries, Inc. 8. Vision Extrusiow. Ltd- Parts complying with PVC .A_ANLA 303-13, 4­0 representative units listed below and tested to quahf�, Dowsil 791 and Dowsii 983 silicones. (Subtriftled tinder NON Xo. 15-0409.01) D. L-�i.1TV ASSL"R..��.NC`E � Cv (D prepared by Fenestrations Testing Laboratory, Inc.. Test Reports No_: s 9_ PVC-AAKk 303-13. Vohmtarl Specification for Rigid Po4rviayl Chloride (PVC} F-verior Profiles for Vision Extrusions. Ltd. VEX-1 by kANI A Fenestration Exterior Profile Nfiami-Dade Department of Regulatory and Economic Resources (RER)- , -� PGT P`4'5520 PVC Fixed Window (unit 6 in proposall dated 0910144 z FTL-20-2147.I« PGT SGD780 Akmiiatitrn Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program. 21071 PGT CA740 Ahem. OutswingCasement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No- 18-12117.14 issued to Energi Fenestration Solution USA_ Inc. for E. AL-kTERL-%.L CERTIFICATIONS co 2107.3. PGTPW76'20A A mlinum Find Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 S fight shade (non -white) t17ute Rigid PVC Exterior Extrusions for '1i�1ndows I. Notice of Acceptance No.19-0305.02 issued toRuraray America, Inc. for their "Trosifol* � > PGT PW76`20. Alattttmutn Fixed i� rmdow (emit 10 in Proposal) dated 07",13,20- all signed A and Doors". erring out 02 04r21. Ultr, iclear, Clear, and Color PVB Glass Interiayers". expiring on OT08024. CZs-- and by Idalmis Ortega. P.E. 11, Notice of Acceptance No. 18-0122.02 issued to Ene l Fenestration Solution. USA.Inc. for 2 Notice of Acceptance N- To.17°-0808.02 issued to Kuraray America, turn. for their . „" their series "«'Cite Rigid PVC Exterior Extrusions for 1Vindows and Doou•s.., expiring on "'Sentti•Glas° (Clear and White) Glass Intetyers". expiring on 0 r�r04"3`2s. � C. CALCULATIONS 02, 28.23. 3 Notice of Acceptance No.18-1106.10 issthed tolVision Extrumons Limited for their "Brown O 1. Anchor verification cakulattioas and structural =*ruts. cosiplvi,ng with FBC7th 12. Notice of Acceptance No. 20-0203.03 issued to Esfrgi Fenestration Solution. USA. Inc. for C oared (Painted or Laminated) 3Y11te Rigid PVC Estetior EztrEtsions for Windows Edition (2020). dated 04,"22)'20. prepared by manufactuuer_ signed and sealed by their 'Bronze .� light shade cap coated R-hire R PVC Exterior Extrusions for .and Doors' . expiring on 09 30 24. �� Anthony Lynn hFilkr, P-E. Windows and Doors". egg on 04,16.25. 4 Notice of Acceptance No.18-1106.11 issued to Vi m Extrusions Limited for their series U _'- Glazing complies tenth ASTME1300-04. -09« -12 and 46. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior D. QUALITY ASSITR.-'tNCE F. STATEI&ENTS Extrusions for Windows and Doors`-. expiring on 12,29221. U 1. Statement letter of conformance to FBC 76 Edition (2020). dated 04'2120. mued b�� Itiiamti-Dade Dep tment of Regulatory .and Economic Resources }, manufacturer. signed and sealed by Anthony Lynn hiillcr RE. F. STATENIEN TS � E. 3LATERLkL CERTIFICATIONS 2. Statement letter of eta financial interest and of independent. issued by manufacturer. dated 1. Statement letter of conformance to FBC � Edition (2020), dated 021110121. issued by 1. Notice of Acceptance No. 19-0303A2 issued to Kuraray America. Inc. for their 0418, 20. signed and sealed by Anthony LNma N•iiller P.E. manufactvm. signedand seabed byx Anthony Lynn Miller. P.E. U) "Ztxrsi€folg'° i'itraclear, Clear. and Color Pi'B Glass Inrerlayers .expiring on 3. P'rrvate Labeling Agr t document between PGT. dated 03 30;15 and y all 2. Private Labeling Agreement dated 03 08:,;21 between PGT Industries.,. Inc. arts CGI �0 M 070&24. inv ohaed patties. Windows and Doors Inc.. signed by Dean hL Ruak P.E.. V.P. Engineering. on behalf of V 2. Notice of Acceptance No. 17-080&02 issued to I ural•ar America. Inc. for then "SennT•Glasl Glass Interlavels `. �g 07'04r23. both companies- (Clear and 4te) on G. OTHERS 3_ Notice of Acceptance No_ 18-1106.10 issued to Vision E-xnusiom Limited for their L This NOA revism NOA# 17-0420.06 (PVTw 'CGI) and updates toFBC2020 (71b Edition). G. OTHERS/."Q' ss,s d ;v -:� ,;.. -'Brown Coated (Painted or Laminated) White R PN'C Exterior Extrusions 44,11,2I1. iR This NOArevises renetcsNOA :0-0429.03(PLAw CGIiexpiring04.-I4 �6_ �C ti. A-` " ' 1 R.�v►e , t - for endows and Doors". on 09�30"24 , n RE Test o sals :19-1155 dated O1 ° 10. _0 a oti ed b -Isla I C panda_ PE. e. 1� � � � 2 The current associated PL A CGI file r-21-0205.01_ 04 1-4,_6. � w come= Vl,ns Rey ie t'tle 4. Notice of Acceptance N1o.18-1106.11 issued to Vision Extrinioas Limited for their ..`-E 04,1+21 _ plans with u0 Klahr PX2.. , w series 1000 Tan 202 and lighter shades (Non like) Rigid Cellular- PVC `. ,,. ; ," - i �� �- •- � R r;-k for compliance Anne pebra < � Exterior Extrusions for T4'lltdows and Doors"'. expiring on 11291? 1. Edition by Q i:hnq I. Chanda. P . Iaha�q I. Chauda. P.E. Ishaq I. Chanda, P.E. Product Control t.'nit Supet•risor Product Control Unit Suporrkor Z Product Control Unit Superrisor N0A No. 21-020SX13 NC?A X-o.:1-020;.03 .©A No. 21-01.06.03 Expiration Date: April 14.24:6 Expiration Dame: April 14.5026 J Expiration Date: April 14, 2026 Approral Date: Starch !;, IOU Appreral Date, starch :6. 2021 � Approval Date: ?March U. 2021 E -6 E -6 SHEET NO. March 15, 2022 PA 1.3 Z , I ILI ECO im TILUT TIES11atti ® E#Aa4tRt EIIIMG CIOM w4trrri,c Tia.t.tT M I*k. Warr,+a'iVura,.al'.NI re o -i ,.. w -r , 4 1 .. 0c, W.-I. itEPOR'T N0- 2e-0T2a.e1 DATE. � A 2020 PRODUCT CATE00". 3hu0 rs PRODUCT SUB-CATF¢GM: Storm Par" PRODUCT NA M.- W BAOSi GALVANtMO STUL STORM PAWL MANWACTU*Eft = 4W S.W. 51 Saw` Oavio. Ftorlda99314 1. PURiiDSE OF lrYALUAMN: This is a Product Evaluation Report *44md try Watts► A• T K Jr, P.Qm (System 10 N 1906) to the Global Protection Products. LLC, Ruts Chapter No. 41G20-3. Method I of the Florida Department of Business and Proffesalanal Rapaladom This pro" is being Issued 60 Evaluation Report as described herein, raid has been verified far mriildlsrtoe in a0c rdance with the 2020 Seventh Edlion of the Florida Building Code, and to verify that this product is tar ttie purpose 'ntsnded at bast Mptialant to that Mouirtild by the Code, Tien'Product Evakia m Report shell be out0d to review and nevbrion inottesof A Bu:1llling Code OMW dui may sfPad Its 2rt+tations and conditions 2. W. PROW" ALUATWN DOCUMENT (PJE iU Drawing No. 206176. titled "20 GAGE GALVANIZED STEEL STORM PANEL". sheets 1 thru 26 of 26 prepared by Tiilaoo, Inc.: signed and sealed by Waiter A- Tillit. Jr.. P. E.; dated 0712812020 This drawing is an integral part is Evaluation Report r�1E� A T'�Vt 44167 ;,,' '':: , 4.. * I ak ,e -�_ .. 63' 5 N.W, ?'bills S Spam Sure: Mituni. Fit*"11166 - t°buze: (305) $71-iS.V • e r r t "ativict Lr V.L 4.ffttr 0 '�e:iBJll I TEST REPORTS: Large missile +mpact slid fa1'agtte load tests'v ripre' performed Lndair Peoloty T, 201. 203 as pet section 1626 of the Fkxlda Building Cm* Untforoi ttlatlt toads as per TAS 202 Protocol Test reports prepared by Hurricatle Engines=mg ,t Testing. tic. Reports M W589 dated OB1050998, rlW$70 tialVd 0$1f871998, P%-T30 dated 09120/1"6. air Wee signed and sealed by Hector M. Madlna P.E , Fe•iotitratioei Te*U% Laboratory, Inc. [/aprons s 2032 dated 04-16:19-N and a 2126 dated 10rD3;1998 :vitnessaid by Gltber, Oiarrond. P.E and (Report No. 0219.01.03. dated March 4. 2 . aid and seated by Edmundo 1- gaospataa. P E and Hemy Hsttem, P E Tensile taslt nWQrt No. OW-197 oy OC Metallurgical. Inc.. dated March 13. 2000. signed and tolled Ny Frank Grata- P E 2.31. STRUCTURAL ENt EERIX C`A CULATl!ON3. On 20 Gage Galvanized Steel Storm Panel for maximum penal IArlgth vs- design wind bad. as well as maxartwin ancror spoCing vs 'design wind lead and panel length basec on tatianal and comparative analyses, ants :`r accordance with section 1616 of the Florida Stnkfing Code Calculations pnapared by Tikeco Inc,.: dated 11103MB and 031' 2i15, signed and ire alyd by Walter A. Tidlf, Jr., RE- 3-M II(iE'Aia-.RI SISTANCE: Large mlealle, Impact under lectku°I 1026 of the Florida Bul dhlg Code as per TAS 201 Protocol 4. WIND Loans RESOTANCL- 20 Gage Galvanized Slen-1 Storm Panel has Doan varlfied to sustair wired pre mires. Maximum panel length WW. to as Indicated on 5tt4e13 8. 1014, 15- IC 19, 25" 26 of 24 of Pmdua Evaluation EXCument (P E 0.). drawing go. 20-176. Maximum Anchor Spacing shall be as Indicalasrs on shoats 8, 9. 10. t 1, 14, 15, 17. IS, 19.20 25 and 26 o` 20, Of Product Evatluatm Docu . N (PEE 13.). drawing No, 20 ill. 5. WALLATI: Ir+stallation shall be pat`Drinedl strictly in rtccordonco winch dots its Indicated on 5110,111111 3 thru 7, 10 "WU 2C 23,24 and 26 0126. of Product Evaluetatn Dowmem (P.E.D.), drawing No. 20.170. Minimum t:eparalion to glass shall tie as trtditaltsd on sheets S. 14, 16. 26 and 26 of 26 of Product Evaluation Document (RED.). drawing No. 20`1To. k,Au, sal a., ° i' 4- d - i s S fiv, C11 ri � � l. - •a 'of ft' . 1.40 - F t w ,-- _�1 •_=.� 4 -1 .at:�•. 'y'{ •4►!...'- ..r,L W..P" ,W 1_1A.. 'a. '"K - �,�, ri, ��11s. L�YY •- r . tJrrr.m ji-_M_ is--x -. ri.. R+ - .;.. '1M fa ,,�; f% �l ' W4.3..r• •+1 otE >= __ a.•r a IA.,I, „'Awl..: • 11,,ow AMC W10. ,c`t 6ft .'00W !-&'.,W1%I IF t e ` . 4 ; � ,*". 'OR r,_w ,,.Aa f w -A a " wr_,- %C4 -, a' 1 'AC ...I` .CL'•rtA W1 VI'-' t%l. 1-`-1.1.l Lr If R["71"VA tRw Yu: i;ji'% - -Aimn. 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Anchor spoclacation>s "I be as indicated on'$fleets t, 7 and 21 at 26, of Product Evaluation Documars IRE 0.). drawing No, 20-175. 7. LIMITATIONS AND _CONDITIONS Of USE; 7.1, Shill tic 11(" In QMPIWK V with General fronts No. 1. 8 pxu 14, indiwiscl on Street 1 Of 26. as WC41 as eeriest Not" P 1 thru 4 arts 11 thru 16. indICa l on sheet 2/ of 26 of Product Evan (P E D.), drawing No. 20-17a by TMte6O. itmd• and signeG and sealed by Walton A Tik1. Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On Vwfm 10' ,2 of the Flonda suildirq Coot. 7 3. Product shall only t:e installed to pocalurd concrete. ounerate block. and wood fra'ne structures. Product Evetualion Report prepared by Waiter A Tilt. Ju. P E (FiDMa License NO 44167), President of Titleco, We fFbAde Gil-00067191. - -,,, -. S-- -..'a 44f fi7 1r , * I * � ' �-t , r _0,. SrATCc 0, 49 f, .,.- a. -A,, Ar 4'T=�=IFCOACVOK6*CoKDs^•P.a UPCIP1."CW,?'I_OVAI0401LCTK)%P+00,CIS IIC,10dJArJt offtwi=D'LLt 517"Af Pmn? DOV06Y,.1rr.t r taYS0r7Ao. 110 r= c r� Ina�l . TUrT TESTING s Efirf INEERI CORtPAAfM REPORT NO.. 20.0727.02 DATE: Judy 27. XX PRODUCT CATEGORY: Slams PRODUCT SUS -CATEGORY- Storm Paruls OIDUCT NAME: 24 GAGE GALVANIZED STEEL STORM PAWFL MANUFACTURER: 610" Protection ProdUcts. LLC 4800 S.W. 5T Street Devie. Florida 33314 1. POSE OF EVALUR_►TK This is a Product Evaluation Resort issued by Waiter A. T1tliL Jr, P.E. (System 10 a I006) to the Global Protection Products, LLC. Rule Chapter No. 61020.3. Method 10 of the Florida Department of Business and Professional Regulation This product is being ixsued an Evaluation Report at; described harem. and has been verified for cornptiarddo in accordartiote w- trl fi'1ri 2020 Sovonth Edition or the Florid* (3uildIng Code, and to verity that alle, prod+awct is for the pu,pm intended [Al least equivalent to that required by the Code This Product EvaMeat o,t Report shag be subject to review and revision 4'n cm of a EkACode utango that may affect its knrtaborls arid reambons -_PRODUCT EVALUATION DOCUMENT (_P.E•0.): Drawing No. 20.175. timed *24 GAGE GALVANtZEO STEEL STORM PANEL', sl'iettits 1 thnl 18 of IS pirw aced uy Tdt000. hie.; signed and sealed by Walter A Tniit, Jr , h E.; dated 07r2712020• This drawing is an rrlt Ahp�i bi is Evaluation Report ? i,Et ..:. 14 ',�, 't i�T- ,,\CiNs" �'P'si '` s r ty,:1 i.1167 i.l } _ _ S ATE n145NW h:utcrt,Sui:r:atlS.Miunl.'i'km4a3ltafl. 1305)tl7i"1,�.`L1 'Al t\ -1 M OMPONE145 _F-_QRCSV..LAR.._dc_-LIEE_5-AU Y -SIQJR[ -.P-M- .LS .h, l , . - "S •aa' ri,. rCr1.r -. 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M IN INTO EXISTING POURED CONCRETE OR.-CORCRE� DI STRV)CTU.R-ES E M A � C . aW -­�__ .r W .r �„l lord Wqrl' mat- Yi" FOR MUAR LIFE_W if J�_E--Z_t �ilSM _PAN W .'.r....R h-1 R P Crw ;b'Lt S,•➢.0...[ - i-a i it.s2 f' n $,'Bruit ,3. %wr* a a s; •.en- A+•.e.� A. • . _ '_ " 4 44 _ _ T' t r lit E -r-C I t 1, ....- = - 1 i I A C - I i . I I .r* : I I a 13 `_ `_. a�-T. I o 1 t : i' ,,a 1 i. : t _ Wr ..: 1 � _ w Wt,.W. rMot.G r a I- aw• •r I 1 - =.lets a ,. A s - =- 1 i r 1 .1 .Y",t.Ai�t r :<. Y I i r l- I 1 1 .a- r a W i y irAA� w (PAA � +'.1J� 1 I I T` .all l I —. - - .I- r�r. - - • .,�,.I r 1 .1 F .a " i i w' e'Li# A (ELAN4 .. ` A , rot .*1 1 1 ` i �.. • - . _ I .I 4."ta1411r.. I - t Z. "-v- t - -. I , _ j � =w ,tea+• r _s' }7 11-` �' Ira .we a.r a t '_ 1 • - + , I 1 y1 -sw.e . ,.>7 , 11 I I 1 1 t 1; -- 1 a .•ill 1 - - t I I I r Iry r ! I i - We. row .4.' trat„W" .9l1W" t C A . - , As.'.rw .Vi 1.04'"If1MA td,tr• ' a (x ",,1 -MT +- t ltM. I sr "L r .a.. 1 Wry .wC. 'Y• W -. ➢ "sa-dY.0 Tf , 4,,., tl .,tW.� 41, 1 W o ,u +Wwpl �r. A 1riW,W„'fWWW A. . w AWA' 1a 1 �1 w, r7," �f r .a. MWUN y{�.�y a. 'I a'It, 0 1d.A _. aia .AAW1r- , 1 ,„ .wm ..P W' 'mill '.iA11W # 4As 1rr.1'4AyW a w�,I •yW gW.fW.Ad Wr ,wet r ..0 ..lerW'tr •:",;�,]Ar T, .."'W.W'X A , � � <a+rr.F �. tl IFr� fr•if ._* aw C. t r ant ,VW >4,-LIB' ,r a"¢•Irxts a a.t1 % ,V W 4 , d. " f 111111110 ' > l y tit __ ' _� r r^, "A." V' l I—* ---r. _ ,.,-_ 1-_ _ •, r. l �. I. ,.',QA ..r". « . �a�" at . :nr+Ar�r fr IW _ s Ni. r:.1 . _.... , •,a' EVA cw--- .1 ,c. Av 7 f •.`-•-I ✓• - CJICCC f [fatArf} ,M•ti: S---`" - • .rr(' -•. A'T s-..id ' I . -.., e . a. ::A.1 t.�F•a.. It .xt1 +w.c j t I nth ,N ..Wig 1 1 I t r- k,-, MV -^ L♦ sE--Vr, �® �.✓ .-.. •..et ^a A�-f i ' - At .Y➢G rlAlt r�`i• a ,_- I I—`-':,* .Cv...•�. A\ WF c. " ' ' j i 1 r A.. • .A. , - Aa1, MIS E f PLAt } 1r r n a. : 1 41, i -VA-4 rA, 1}, �Sil Y-i 1 � ` S. t, a �,v A, -_ ., r� t.., �, ,.la+1 •,.s,... ,�• _, rl'` C `p "* „w""a„ M,,„,,, „'�",.^.� : I,. ,*''••' Ptc*0A 0 cell t R Vaawt" Rwr,49ns ZO,fW s � r rite •ta, a tr ,1 Irv.' A. A1. 1 w �. ➢n ^^ ,.1..A ty 'Pre .W ,..� - ! T4 dAIA, 1 1 w. .O' sWr "a.:'. r+rAl. tf0 $ ill 5 DWM1 rAriLt 4 All. a s * .. ,,....,,._ ,. . , .,. I, 11 W1 t[..t !,.. : _ TL ET C O lac GLOBAL Pft4TECDON PRODucys, UC-! sit (ILINIL f a PACCttS 5 ill C&r f',�, -` - R tt1 _' .A ..... a► .r. _...__ ! w1x i ♦�dF 4=•4E1' _ , ttgTTOY TRACKS iaiiJACENT T$ J_lmr �A6tK.t to o 7`Jt� I p * k ,° 2 € ' 9 11i t : 7wwii a .ru . !, w + m -.n 1 Y 70-1 la .W a..+ 'ANSI. ,:AL ..�Io.A`..t..,., .n :''ta�r� FA -.�.fr - - --'_ _"Irk'_ _ .. ... .. , i Wit' . r M ISAMUr "At i Arwgi *1120 ITP10. 2*42a at 2 2.2 TWIT "PORTS: le l Low rtlpact load tests vrere p!ea!fomrltd under SSTD 12•00 standard as aectlK#1 f1091 Florida Pat 2 of rile Btsltding Code. t1r1Zo►en stark loads as per Section I T(A.A-3, per ASTM E-330- Taet mportl pteparad by American Testing Lab of South Floods, Reportill 0614.01.01 dater! 03M IX2 wunitseted by Wolam R. Mehra. P,E.. Boriz Moroz. P.E, evict Henry Hsttem, P.E. arc. Report No. 0219.01-09. dated February 26. 2009, signed af)d sealed by Edmundo Largoespoda. P.E. and Henry Haltom, P.E, Large missile impact and cyctk loadings per Pro;ocds TAS 201 A 203 as per secoun ' 509.1.2 of the Flonds Suildino Code. Test Report proved by Amerobn Tastln4 Lab of South Florida. Reporl No. 1123.01-10, dotod Novennber 23, 2010, sigreod end sealed by ,lose E. C.onzaitz. PE, Tensile liest report No. 9CM•198 by OC Maltalkargocak inc., dated Match 13A 2009. slgred and sealed by Frank Orate. P.E. as per ASTM E-8 and Tensile Test as per CSC Motefluroteat Report No. 101(M-1318, dated Docombar 1. 2010 signed and swelled by Jerry •Mrvbfuto, P.E. as per 1ASTMI E-S. 2.3.-STBLKYWAL ENW&FA +6.,C!¢ALDU On 24 Gago Gelviintz d Steel Storm Panel for maximum panel length vs. design wind load, as wel as maximum archer specerig vs. design wind load and patlal length based on retlanai and Comptoretive analysis• and in accordanice with S"don 1004 of the Florida Sutldirg Code Calculation* prvpwilid by TAteco. Inc., dated 12115/10 and 06/27113 (tor this revision). signed and *"to by Wetter A T-itfl, Jr,� P,E. 3. NIM N E IMPACT RE313TANCE: Laltpe miss" h ripaef under section 1809.1.2 of die nordrl St iidktp Code, as per SSTD 12 99 Standard rnid TAS 201. 4t,NKD LOADS REM-TANCE: 24 Gage Galvanized Stoat Storm Par►al has been verified to sustain wind pre Maxinwn panel length stroll be as Indicated , on atiaots 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Doctnntnt (P.E D. ). drawing No. 20.173. Maximum Anchor Spacing sham be as indicted on them 5. 9, 1Q I I. 13 thru 18 and 18 or 18, of Product Evaluation Doak (P.E.D.). drawing No• 20475. 24 Gage Galvanized deal Storm Panel has been verified for w" camps lance to work as a nOn•poroua storm &*Ater assembly, as par SSTD 1249 Standard. 'w5;}C►gh', 1. N ". % F`y$il6iAL EI nf1 ZEUKXXLYAU=IDN I LINSTALLATIM installation shall be Performed strictly in aGcorda nce with delieits indicated on sheets 3 thtu S. 12 thru 1S of 16. of Product Evaluation Docunnent (P.E.D.), drawing No. 20.175. Minimum separation to grass .shall be as indicated on sheets 3. 6, 13, 14. 15. /8 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL. SANOMStiFK:ATEM; Shall be Strictly in vivoordimnim with General NIHas and Components kadicalw on sheet i and 2 of 18. Of Product Evaluation Doeumarit (P.E.D.). draWria No. 36-t7fi. Anchor specifications shalt be as indicated On shoat 1 of Ia. of Product Evaluation Document (P,E.D.h dining No. WITS. 7.1. Shelf be in Compliance with Gt4mwal Now No, 1, a ibis 14, in dlo" On tdseel Sol 18 of Product firolualion Document (PAD.). drsnug ft 20.1T0 Prlt 0a red by Tom. Irm. and signed and sealed by Waller A. 711111. Jr.. P.E. 7.2^ Product stash not be Inatdo c, within HIGH VELOCITY HURRICANE ZONES as aetlrted on section 18203 d the Florida Scalding Code 7.3. Product shalt of be Installed into Poured concrete. concrete block. and wood flan structwsw Product Evaluation Reaper( prepared by WeNr A. TMIL Jr.t P.E. (Florida Lloase N0. 44167), President Of TiNaoO. Inc, (Florida 19). WAftt O-• Tk TrCO ADMAON 111rCOROS I P F- RiPORI.10 4, 1/4. 2; 4, s/4, 4/4. 5/5. 7/5. -jilib1w/10. 2w/10. 3w/10, 4w/10, 6/5 5w/10. sw/11 k Tw/11 l- rw ANICH01M ,cal COW" to 1cAt:zu rs, Van a A M r nI - / 11 `t• .one err cW +o. .11W1. 4MI ` t~ u't,lrs+ti t.+rrrt . .. - a _. __ _ .. 0 ,., -. ti s 0.tt.. 2 3 4 v - • _�__._-_-.1.-..._, , .. _, ..,,,,.;: ,„ ."..1. _.. ' m t a ° , { I I . , t . - - . . - . . : - - - - . . 1.0 E �1/ . . I , . . y11i ; V_ A I A e,:L1LG !'+AILS M/ 1/Aa-20.''- • ,.yME I� WM As %/!- .ill?" 1 t51i SLC+DarS As : - - .IS AI♦ l0 (s/ .N., Qw I11 ! atltra,;/p • t.t CbTrI/V' {tit 4 e-tiFWi At k,eLtAief) t, " .. ,� l I 1 rue I ! q I k 24 202E I AUG 4 h ! I _, � E e, * . ,a! a 4 6 4- 6 _ 1 ` _ 1.,.e., . 1/4. 2/4, 1/4. A/4. 5/5. 7/5, - '. r0.. . • Iw/to, 2w/l0, sw/10. 4w/to, s a/5 AS""' I SW/ I0. OW/ II a 7w/11 VIRTU11L 1E'i"`' , -. '4! I t 6 r) C. f AK?Crs MR ca4MIT eta s�.far -A -M M a a Rirv1; •` `� •' l - ,r. i41 .„ - Virtual �P;, - ar.,i �- CG,Y1� .'':. P tans Rev,ew :� I with ti��-u� Ce RMULLi�R STORM PANEL%ISS :1 _ 7Aa ELE�/AT10N for compllan Klahr P Anne Edition by Debra I.. ilea DWt1LAr ., *-W U\,,li"1'j MM .\m.-. _.. - .A - .. _- wa'o.,mmm.-awn I� s A' 3,`";'' EM • • rLOWA MJK"* COOL r. velar Mrr,ratrl,fa Ina 44167 ' Aaoa am We 200 UM QYYAMI4't0 SIM SIM PAWL eW.00 . w _ a '• • 4 w, i - at I -,..`,• I /r 1� E C O ins \ ifilOtAL PRG1 cnOt!t MC't3W I.I.C. ^J1 n '•- i �r' .-- eRta! .®K2 Wt r .rs r f.r .sa oWufw wtu FIX lw, 20-iT0 FSS ... - s.-.,* e. ,.r.....• �.. r r fr r.-dear,.. ` _-T, - rW..a • *.lrlW•,/•�a ,K,rl tt.r A F- -li - � A .4., 7flPr Ms � :d '1 .y % 3010 ,- 0 a) a) c- , C) (ill (:L) .11._, 2 � O O � 0- 0 = M -0 � -- N U cU +-' (n CU -+- C :3 Cif •- O • C O L_ Q- = Ste, O a) �g: O L.L . a o > Cn .- _0 O C_r- M 0 CU � H _0 .- Cn <t a z z W J { INSTALLATION DETAILS EN REGULAR PANELS.`js aft: a t INTO EXISTING POURED COKCRUE OR CONCRETE BLOCK STRUCTURES AWp{ytt I'm aft*" LS vc.= A 0. tow W f N." tL .�40. 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N/A N/A N/A *)A 1 N/A • _f__j (D a) c- cn _M a) -+- -0 > c- a) 0- � = 0 (3) Q-: 0 " M 70 CL . (3) 70 0 -0 _a C) 0 - - (1) " = ! (n . 0- = L.7. - t0",ojg ot.cm-op, l .'.......-.1-_- ,..w '1 t y . K. wvr ' I. tcP ' . 1Kj. • :.,..-'i toll LIFE SAFETY "_�_' ALTERNATIVE INTO EXISTING WooD STRUCTURE$ e . a Ttcvt : we as Io W No ew4u,s too;T- UP fl. I 14� .,. Lo� " MTECM F*DO(M LLCM' . • SHEET NO. SH 1.1 a 4 Z w Z J - ­-�4--_--_.j_ ,;... mot r-M 0 r ac ow 111SIALLAWN WAILS EM OPTION f I FQR SIQBM EMEL SYSTEM ; ,� /Z - Imootow:t, to f tow,mr, totot .0000 ---",- , , I , - I ,_____ - . 40swo hib 1 1 4 I ;I c ,. I - I j I I k C'Q�, I . I I 1 (4 U) � 11 I , � I - I __ I Ict ! to', : jo 0 1 � 000 I I IV, 11 I 1 1 A�G 2 4 __3 M - --I---,- I i I i > - � I -.--T I Ma"" IV", ; :09" -1;0' .4- to 0 w i ,-- - r-= I � 1> 0 I I*,.* a .. M. � I " . I ALTERMATIff-2 ..Ww, Z,__ I i5w. b0cwx ! I , 86 .Wvs 'Mff; 0, (?W1vVv 4; K, /--) I t It . t VIRTUAL ,,Vw." Assl� I I - - " , 0- , e%, I I , L, I i i ! Al�c!':­.,. .: f'j � U) M wmr� - t , I - f T ! al Re\A � CC _0t. ip'I,f­�A Z " . 1, < I !ft werl It , virtu - 'i . ;_ rCv � - I W. vr`_� I I— - I s Re\'IeW I i3t-, ItI -6-0 It ULM I .1 - plan . - � I :_ let: I .. 1 4 , %lith tfle 20 " , 300 0 1 ! If at r p)(2_' . I I to-, � . I I . jor CcIropliance ) (D =3 . #­_____ ab I I I CIG: I vo I by J)ebra Anne K1 -0 4 I 11 I I 1 N-�, EditiOn __ ­ � cc,, ____ - t ___ I, "., I , I � % - r I I aaft .%.411 L_ I i - P_ j -1-L i . .J I M 0- . . \ I � i 7 , .\ ; i I IS r-- AMOMM ALTERNMIME . I 1 -4 0 (1) ; nwob y... �A INCAM 41 r us .i ` 'Ir t � - Novmw" .10MINNIM Go M U) � .Jd1sAw 0. .. .. ., I --la .,,,1*.s0.r,4. .& a IV It It 4 ,,'#-Pb ow0­1 Moot, a to ALTERWIVE MD ERAME QQNQWNS A AMMM LOCATION " M =.10 0'r Cc *'I. Ifr - M%L W - .1 Md"Weloft IV twv-t I= M " -M 1­� -113 - V� 10. toM " WALL MOUNTING INSIALLA _sj. M_­....... MMI Lu .. � i'��i . &URNATIVE I %cllq ".. ICAL, AW . '. .1. 'i - , :E rLOMM SUP.000 ICOK 04% V~ir *ot"cofte 19") No. . : "at -t"VM I* < , AM * � : 20 "" "L11001" snu Mow PWI past a- . � WA-~ IMF ow. kft* Ito ""^ W� I It X%W. XAM up 'n , $1 M .W -t " .- . .ft ... folo I /I 11LIECO.M4 \ 41�..'v I - I ,do .0 "Go 14AM coapkeraft MW IMENWIM _0 K vDLI-M ... - - 7: ^ov � 2. ./ %ousc ctvbft pI - I 0,-,. % I ,P 26= "M. ­aoo ft%.Mwv ft� .. "owPma -174 ­ - . . .", 20 =-_.�%; .4 W.0vor-M-WO-T tt-aww"t _. smows I ft vt.r . 0 9 I . __j It I I I = IF 34 0- - - , - � -~r , - - ; 1, i I 1* f I i - . L . � - mm . ... � - DErAJL 2 * MOUNTING INSTUIATIft LWLWABL.E _T_QL_5QjEQU_LL MWEDU _M se -a spe- I* MAXftM_At5JL_DL51GkL_ERE33M RMING fP,LW=AMD_CQftREM!QNQW MAXIMUM PANEL LQjGTH 'Lj_,VM.W" .AM'�M" %'K*_.'ik_3,Ut!XPV. '..& .; Vkohl_ fj..-4_W=t j:^_1.*_ 1* 1%01 CIV XILL, 1,46 , a- - � t Atu r uneft" I I . ___ - - - � - " - - L -.4 13. ­ i I ­' �4t` I "`*" '" `"_ i - "o" LPot, __] Asa: 1' t---_..__ NIA CIA L.'.... . ­­4 1­t� - ­wP­_._1.._ , 11 I I'I- - ­ ­1 .1. --- , - - -j - - -- � . -,E. I I E. N/A N/A N/A *)A 1 N/A • _f__j (D a) c- cn _M a) -+- -0 > c- a) 0- � = 0 (3) Q-: 0 " M 70 CL . (3) 70 0 -0 _a C) 0 - - (1) " = ! (n . 0- = L.7. - t0",ojg ot.cm-op, l .'.......-.1-_- ,..w '1 t y . K. wvr ' I. tcP ' . 1Kj. • :.,..-'i toll LIFE SAFETY "_�_' ALTERNATIVE INTO EXISTING WooD STRUCTURE$ e . a Ttcvt : we as Io W No ew4u,s too;T- UP fl. I 14� .,. Lo� " MTECM F*DO(M LLCM' . • SHEET NO. SH 1.1 a 4 Z w Z J - ­-�4--_--_.j_ ,;... mot r-M 0 r ac ow 111SIALLAWN WAILS EM OPTION f I FQR SIQBM EMEL SYSTEM ; ,� /Z - Imootow:t, to f tow,mr, totot .0000 ---",- , , I , - I ,_____ - . 40swo hib 1 1 4 I ;I c ,. I - I j I I k C'Q�, I . I I 1 (4 U) � 11 I , � I - I __ I Ict ! to', : jo 0 1 � 000 I I IV, 11 I 1 1 A�G 2 4 __3 M - --I---,- I i I i > - � I -.--T I Ma"" IV", ; :09" -1;0' .4- to 0 w i ,-- - r-= I � 1> 0 I I*,.* a .. M. � I " . I ALTERMATIff-2 ..Ww, Z,__ I i5w. b0cwx ! I , 86 .Wvs 'Mff; 0, (?W1vVv 4; K, /--) I t It . t VIRTUAL ,,Vw." Assl� I I - - " , 0- , e%, I I , L, I i i ! Al�c!':­.,. .: f'j � U) M wmr� - t , I - f T ! al Re\A � CC _0t. ip'I,f­�A Z " . 1, < I !ft werl It , virtu - 'i . ;_ rCv � - I W. vr`_� I I— - I s Re\'IeW I i3t-, ItI -6-0 It ULM I .1 - plan . - � I :_ let: I .. 1 4 , %lith tfle 20 " , 300 0 1 ! If at r p)(2_' . I I to-, � . I I . jor CcIropliance ) (D =3 . #­_____ ab I I I CIG: I vo I by J)ebra Anne K1 -0 4 I 11 I I 1 N-�, EditiOn __ ­ � cc,, ____ - t ___ I, "., I , I � % - r I I aaft .%.411 L_ I i - P_ j -1-L i . .J I M 0- . . \ I � i 7 , .\ ; i I IS r-- AMOMM ALTERNMIME . I 1 -4 0 (1) ; nwob y... �A INCAM 41 r us .i ` 'Ir t � - Novmw" .10MINNIM Go M U) � .Jd1sAw 0. .. .. ., I --la .,,,1*.s0.r,4. .& a IV It It 4 ,,'#-Pb ow0­1 Moot, a to ALTERWIVE MD ERAME QQNQWNS A AMMM LOCATION " M =.10 0'r Cc *'I. Ifr - M%L W - .1 Md"Weloft IV twv-t I= M " -M 1­� -113 - V� 10. toM " WALL MOUNTING INSIALLA _sj. M_­....... MMI Lu .. � i'��i . &URNATIVE I %cllq ".. ICAL, AW . '. .1. 'i - , :E rLOMM SUP.000 ICOK 04% V~ir *ot"cofte 19") No. . : "at -t"VM I* < , AM * � : 20 "" "L11001" snu Mow PWI past a- . � WA-~ IMF ow. kft* Ito ""^ W� I It X%W. XAM up 'n , $1 M .W -t " .- . .ft ... folo I /I 11LIECO.M4 \ 41�..'v I - I ,do .0 "Go 14AM coapkeraft MW IMENWIM _0 K vDLI-M ... - - 7: ^ov � 2. ./ %ousc ctvbft pI - I 0,-,. % I ,P 26= "M. ­aoo ft%.Mwv ft� .. "owPma -174 ­ - . . .", 20 =-_.�%; .4 W.0vor-M-WO-T tt-aww"t _. smows I ft vt.r . 0 9 I . __j It I I I = IF 34 0- - - , - � -~r , - - ; 1, i I 1* f I i - . L . � - mm . ... � - DErAJL 2 * MOUNTING INSTUIATIft LWLWABL.E _T_QL_5QjEQU_LL MWEDU _M se -a spe- I* MAXftM_At5JL_DL51GkL_ERE33M RMING fP,LW=AMD_CQftREM!QNQW MAXIMUM PANEL LQjGTH 'Lj_,VM.W" .AM'�M" %'K*_.'ik_3,Ut!XPV. '..& .; Vkohl_ fj..-4_W=t j:^_1.*_ 1* 1%01 CIV XILL, 1,46 , a- - � t Atu r uneft" I I . ___ - - - � - " - - L -.4 13. ­ i I ­' �4t` I "`*" '" `"_ i - "o" LPot, __] _f__j (D a) c- cn _M a) -+- -0 > c- a) 0- � = 0 (3) Q-: 0 " M 70 CL . (3) 70 0 -0 _a C) 0 - - (1) " = ! (n . 0- = L.7. - t0",ojg ot.cm-op, l .'.......-.1-_- ,..w '1 t y . K. wvr ' I. tcP ' . 1Kj. • :.,..-'i toll LIFE SAFETY "_�_' ALTERNATIVE INTO EXISTING WooD STRUCTURE$ e . a Ttcvt : we as Io W No ew4u,s too;T- UP fl. I 14� .,. Lo� " MTECM F*DO(M LLCM' . • SHEET NO. SH 1.1 a 4 Z w Z J - ­-�4--_--_.j_ ,;... mot r-M 0 r ac ow 111SIALLAWN WAILS EM OPTION f I FQR SIQBM EMEL SYSTEM ; ,� /Z - Imootow:t, to f tow,mr, totot .0000 ---",- , , I , - I ,_____ - . 40swo hib 1 1 4 I ;I c ,. I - I j I I k C'Q�, I . I I 1 (4 U) � 11 I , � I - I __ I Ict ! to', : jo 0 1 � 000 I I IV, 11 I 1 1 A�G 2 4 __3 M - --I---,- I i I i > - � I -.--T I Ma"" IV", ; :09" -1;0' .4- to 0 w i ,-- - r-= I � 1> 0 I I*,.* a .. M. � I " . I ALTERMATIff-2 ..Ww, Z,__ I i5w. b0cwx ! I , 86 .Wvs 'Mff; 0, (?W1vVv 4; K, /--) I t It . t VIRTUAL ,,Vw." Assl� I I - - " , 0- , e%, I I , L, I i i ! Al�c!':­.,. .: f'j � U) M wmr� - t , I - f T ! al Re\A � CC _0t. ip'I,f­�A Z " . 1, < I !ft werl It , virtu - 'i . ;_ rCv � - I W. vr`_� I I— - I s Re\'IeW I i3t-, ItI -6-0 It ULM I .1 - plan . - � I :_ let: I .. 1 4 , %lith tfle 20 " , 300 0 1 ! If at r p)(2_' . I I to-, � . I I . jor CcIropliance ) (D =3 . #­_____ ab I I I CIG: I vo I by J)ebra Anne K1 -0 4 I 11 I I 1 N-�, EditiOn __ ­ � cc,, ____ - t ___ I, "., I , I � % - r I I aaft .%.411 L_ I i - P_ j -1-L i . .J I M 0- . . \ I � i 7 , .\ ; i I IS r-- AMOMM ALTERNMIME . I 1 -4 0 (1) ; nwob y... �A INCAM 41 r us .i ` 'Ir t � - Novmw" .10MINNIM Go M U) � .Jd1sAw 0. .. .. ., I --la .,,,1*.s0.r,4. .& a IV It It 4 ,,'#-Pb ow0­1 Moot, a to ALTERWIVE MD ERAME QQNQWNS A AMMM LOCATION " M =.10 0'r Cc *'I. Ifr - M%L W - .1 Md"Weloft IV twv-t I= M " -M 1­� -113 - V� 10. toM " WALL MOUNTING INSIALLA _sj. M_­....... MMI Lu .. � i'��i . &URNATIVE I %cllq ".. ICAL, AW . '. .1. 'i - , :E rLOMM SUP.000 ICOK 04% V~ir *ot"cofte 19") No. . : "at -t"VM I* < , AM * � : 20 "" "L11001" snu Mow PWI past a- . � WA-~ IMF ow. kft* Ito ""^ W� I It X%W. XAM up 'n , $1 M .W -t " .- . .ft ... folo I /I 11LIECO.M4 \ 41�..'v I - I ,do .0 "Go 14AM coapkeraft MW IMENWIM _0 K vDLI-M ... - - 7: ^ov � 2. ./ %ousc ctvbft pI - I 0,-,. % I ,P 26= "M. ­aoo ft%.Mwv ft� .. "owPma -174 ­ - . . .", 20 =-_.�%; .4 W.0vor-M-WO-T tt-aww"t _. smows I ft vt.r . 0 9 I . __j It I I I = IF 34 0- - - , - � -~r , - - ; 1, i I 1* f I i - . L . � - mm . ... � - DErAJL 2 * MOUNTING INSTUIATIft LWLWABL.E _T_QL_5QjEQU_LL MWEDU _M se -a spe- I* MAXftM_At5JL_DL51GkL_ERE33M RMING fP,LW=AMD_CQftREM!QNQW MAXIMUM PANEL LQjGTH 'Lj_,VM.W" .AM'�M" %'K*_.'ik_3,Ut!XPV. '..& .; Vkohl_ fj..-4_W=t j:^_1.*_ 1* 1%01 CIV XILL, 1,46 , a- - � t Atu r uneft" I I . ___ - - - � - " - - L -.4 13. ­ i I ­' �4t` I "`*" '" `"_ i - "o" LPot, __] - t0",ojg ot.cm-op, l .'.......-.1-_- ,..w '1 t y . K. wvr ' I. tcP ' . 1Kj. • :.,..-'i toll LIFE SAFETY "_�_' ALTERNATIVE INTO EXISTING WooD STRUCTURE$ e . a Ttcvt : we as Io W No ew4u,s too;T- UP fl. I 14� .,. Lo� " MTECM F*DO(M LLCM' . • SHEET NO. SH 1.1 a 4 Z w Z J - ­-�4--_--_.j_ ,;... mot r-M 0 r ac ow 111SIALLAWN WAILS EM OPTION f I FQR SIQBM EMEL SYSTEM ; ,� /Z - Imootow:t, to f tow,mr, totot .0000 ---",- , , I , - I ,_____ - . 40swo hib 1 1 4 I ;I c ,. I - I j I I k C'Q�, I . I I 1 (4 U) � 11 I , � I - I __ I Ict ! to', : jo 0 1 � 000 I I IV, 11 I 1 1 A�G 2 4 __3 M - --I---,- I i I i > - � I -.--T I Ma"" IV", ; :09" -1;0' .4- to 0 w i ,-- - r-= I � 1> 0 I I*,.* a .. M. � I " . I ALTERMATIff-2 ..Ww, Z,__ I i5w. b0cwx ! I , 86 .Wvs 'Mff; 0, (?W1vVv 4; K, /--) I t It . t VIRTUAL ,,Vw." Assl� I I - - " , 0- , e%, I I , L, I i i ! Al�c!':­.,. .: f'j � U) M wmr� - t , I - f T ! al Re\A � CC _0t. ip'I,f­�A Z " . 1, < I !ft werl It , virtu - 'i . ;_ rCv � - I W. vr`_� I I— - I s Re\'IeW I i3t-, ItI -6-0 It ULM I .1 - plan . - � I :_ let: I .. 1 4 , %lith tfle 20 " , 300 0 1 ! If at r p)(2_' . I I to-, � . I I . jor CcIropliance ) (D =3 . #­_____ ab I I I CIG: I vo I by J)ebra Anne K1 -0 4 I 11 I I 1 N-�, EditiOn __ ­ � cc,, ____ - t ___ I, "., I , I � % - r I I aaft .%.411 L_ I i - P_ j -1-L i . .J I M 0- . . \ I � i 7 , .\ ; i I IS r-- AMOMM ALTERNMIME . I 1 -4 0 (1) ; nwob y... �A INCAM 41 r us .i ` 'Ir t � - Novmw" .10MINNIM Go M U) � .Jd1sAw 0. .. .. ., I --la .,,,1*.s0.r,4. .& a IV It It 4 ,,'#-Pb ow0­1 Moot, a to ALTERWIVE MD ERAME QQNQWNS A AMMM LOCATION " M =.10 0'r Cc *'I. Ifr - M%L W - .1 Md"Weloft IV twv-t I= M " -M 1­� -113 - V� 10. toM " WALL MOUNTING INSIALLA _sj. M_­....... MMI Lu .. � i'��i . &URNATIVE I %cllq ".. ICAL, AW . '. .1. 'i - , :E rLOMM SUP.000 ICOK 04% V~ir *ot"cofte 19") No. . : "at -t"VM I* < , AM * � : 20 "" "L11001" snu Mow PWI past a- . � WA-~ IMF ow. kft* Ito ""^ W� I It X%W. XAM up 'n , $1 M .W -t " .- . .ft ... folo I /I 11LIECO.M4 \ 41�..'v I - I ,do .0 "Go 14AM coapkeraft MW IMENWIM _0 K vDLI-M ... - - 7: ^ov � 2. ./ %ousc ctvbft pI - I 0,-,. % I ,P 26= "M. ­aoo ft%.Mwv ft� .. "owPma -174 ­ - . . .", 20 =-_.�%; .4 W.0vor-M-WO-T tt-aww"t _. smows I ft vt.r . 0 9 I . __j It I I I = IF 34 0- - - , - � -~r , - - ; 1, i I 1* f I i - . 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Ifr - M%L W - .1 Md"Weloft IV twv-t I= M " -M 1­� -113 - V� 10. toM " WALL MOUNTING INSIALLA _sj. M_­....... MMI Lu .. � i'��i . &URNATIVE I %cllq ".. ICAL, AW . '. .1. 'i - , :E rLOMM SUP.000 ICOK 04% V~ir *ot"cofte 19") No. . : "at -t"VM I* < , AM * � : 20 "" "L11001" snu Mow PWI past a- . � WA-~ IMF ow. kft* Ito ""^ W� I It X%W. XAM up 'n , $1 M .W -t " .- . .ft ... folo I /I 11LIECO.M4 \ 41�..'v I - I ,do .0 "Go 14AM coapkeraft MW IMENWIM _0 K vDLI-M ... - - 7: ^ov � 2. ./ %ousc ctvbft pI - I 0,-,. % I ,P 26= "M. ­aoo ft%.Mwv ft� .. "owPma -174 ­ - . . .", 20 =-_.�%; .4 W.0vor-M-WO-T tt-aww"t _. smows I ft vt.r . 0 9 I . __j It I I I = IF 34 0- - - , - � -~r , - - ; 1, i I 1* f I i - . L . � - mm . ... � - DErAJL 2 * MOUNTING INSTUIATIft LWLWABL.E _T_QL_5QjEQU_LL MWEDU _M se -a spe- I* MAXftM_At5JL_DL51GkL_ERE33M RMING fP,LW=AMD_CQftREM!QNQW MAXIMUM PANEL LQjGTH 'Lj_,VM.W" .AM'�M" %'K*_.'ik_3,Ut!XPV. '..& .; Vkohl_ fj..-4_W=t j:^_1.*_ 1* 1%01 CIV XILL, 1,46 , a- - � t Atu r uneft" I I . ___ - - - � - " - - L -.4 13. ­ i I ­' �4t` I "`*" '" `"_ i - "o" LPot, __] Z w Z J - ­-�4--_--_.j_ ,;... mot r-M 0 r ac ow 111SIALLAWN WAILS EM OPTION f I FQR SIQBM EMEL SYSTEM ; ,� /Z - Imootow:t, to f tow,mr, totot .0000 ---",- , , I , - I ,_____ - . 40swo hib 1 1 4 I ;I c ,. I - I j I I k C'Q�, I . I I 1 (4 U) � 11 I , � I - I __ I Ict ! to', : jo 0 1 � 000 I I IV, 11 I 1 1 A�G 2 4 __3 M - --I---,- I i I i > - � I -.--T I Ma"" IV", ; :09" -1;0' .4- to 0 w i ,-- - r-= I � 1> 0 I I*,.* a .. M. � I " . I ALTERMATIff-2 ..Ww, Z,__ I i5w. b0cwx ! I , 86 .Wvs 'Mff; 0, (?W1vVv 4; K, /--) I t It . t VIRTUAL ,,Vw." Assl� I I - - " , 0- , e%, I I , L, I i i ! Al�c!':­.,. .: f'j � U) M wmr� - t , I - f T ! al Re\A � CC _0t. ip'I,f­�A Z " . 1, < I !ft werl It , virtu - 'i . ;_ rCv � - I W. vr`_� I I— - I s Re\'IeW I i3t-, ItI -6-0 It ULM I .1 - plan . - � I :_ let: I .. 1 4 , %lith tfle 20 " , 300 0 1 ! 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AM 00 paarpo•# .116.60d at iftW IIV tllrttt' 1 111 NAt rryl 464 ttf tna Cod# Kit, eerarbas" 0 fora proft t ~ be / KW*d frl4w##0 VoqWWO f kx•tlti &WMWV CWO t:+ ,rf•emk" Substantiating Data: A lPMallT3 ��f•tt!N�,{ �y�,f �� Tlfifi true_...__ _ [ TraaaPlp tiC 3t543 L=Mft `?4tyr G400A.Wc•.7'bta of SJufws Prfft•i t)'M'fZ A a:M-afNQ)• stNNt'L /-9 *Oty sd bw £Npraaarvl9 C spesas Afynad A waktd bt' rfan! sohriorde P E It M affotna pet 61 Ora v*Sf a•9an P400d . u!T ftPbw _•.I,.m soar. --ft osl pnkral#.ite hi• b"n trod# an omoadr•tt! #Nun TA$ a'•W hW Kaedardr pot li►t rty Ija1!OT A_sy 17001 txt Bacrt•IRa Teairq IfIC f Rat -� Anted In OU[OM#Rt! lam TAB i+n•wat:ls afrarefl ar\d [) st••dv9 -•'- XI1 . xwr;^t TAB' 3 Tsai roya400dJ W foal t!{hr, AGaJ 110T ASO 17 M $rtw•ras" T+PtsmnwgF ttc " sa+a' ctr-afeaYry I.eat ,t.; trt nav# trson fxeplti#U ran n avx. dte aidtMt baaa0 es =•T°tnAtaalc'ifY am±:.ram fM^�r=ai of"sair'nrt to spuNr IJta t jeawrp, € r1ons 1 Ummwk A 3}.9aMe Svwft 7 tjertso- AaowalsoSoon • Anch& Spac-i v 1.0 SW III— A,t%vd Suitt 164, Dt■a.tll,! if Ark, ta94Ia• )11442`-- (95i1 ISa 06•b q C&") 396•9999 ftar a Eab i• a t. tttl[a• a 9$1-Co- t ratAti•1rGt !•N ••.[ei f Lt7rfWA IFWI044i6 I.VWL lftarr FF r1 T•'tn1-r FWt•la.ilA a.^, . f,t»a•o� •t.ra r 74 CArRf ULYA"WO PtfL 37C040 004L 3 r L E C O Iac ',GLOM PROTECT10IN PRODUCTS, U.C. H ann k M M t•>AYw •Mef \ am. "\ ' +w :-r>u M^ r r- •+a♦r6 AI. #fna nSa.}•n }fA• �b.-, l �'�„ ��Jw Pl= %I I -%^mean !,h~N sad (Litt# - :4gi C,a{# statN -Sled slaxfn Itanitls Lao 33% w4oir be to wwobko wi iea hero ow :t cn wo dr' 1 Of Vt.fi PPsfia r' Ito- ptadom n -Aft regw d Fa -4offorawft ouEN3ar of.nark! r- A t w _a UOk kO M ab, Fact Resistance: LWI)o t - : ffA-6 1k1 Panft tm-a -AWIVOW60 at a,ttlrM(ad M Pf*% lwt# ftWl ail e#rcp -.Aa4N -f d aa.. oaxofala•d got an Ila• r.--+s.•'rq 406W or Thw Pis :tiind Load Rasismee -,.., tfg-lt -.-t I's% tdtrrt +,°!',qr" 7IP rotes Ntrr1 t)atJ'a ai Ir.31s,aCM cnn ITN teat+ ICTataTdabltt:lr „' roapet9ra Product EvAmboln DoclawfIl 0 r 1110tww',110 11 a+t ,r trls fallauon IN, trfrl,.a slut bp att11e dhad in srid co vAwwa, .Lira +nrn rrt ktr Plod wl Evokaboa'f Dter -11i'rf 1 .r •teJts►saTlq! tiaa•tthal ##3art valh a! otrwapwnwtb t�•t rd dw+l lltt Fit oBIA�t ?Uf4p1)tteFral &}IiK be I>I the titOinl■ 1piia fr: VfM p£a�ICS a trl,.., Pr/141td �7�aM1 0-xv r. is s ongiverm V drowWo Lknita6MS d C0tKWJ00s 01`ttse: teas .� t}a. IYd 1MCt Nia;f t; M i4tY #. ttedate[N \ri�i fte /a►p■ci PfaduLY ErtA+Aoa DctttatM I� • a.girtW#t Qtar+T y},Bs a~ftsd hwoft AP tt#W_J I+tp h Wt sluar fe9 rho• to de• V?od ■ MW%t AN 4%"AM OVA t0eda AM •nit be 04 a I•t41114041 tslaTt nab >: FarWyCt # ra•¢ioGtYt sfttr+�x attltd+rMo Hitt 1lbUe1laQ I29raO1roFrs tnc�ll afi nW, Kt144A(lird fir rt+ Uta V'�aflt L /ltatil' r ItnUn41 StJIrdYM +Ilia • ## tot Taff 1 t cdiC beta by a tryst O(W prilfest.ww woffIrwof AIt r,l-_etv•ir+! et+t_rY gltald "of • te4ilj1ow too pwebtrn t1f#J a"" -A oat•Ir w at as t#„tMa TIn pfofto hat to ltJ LL t" WIM" AM Matadi rtla i4bo!'I Vea(Ilr KINK,010 ZWM IPPMZ) RInImICAI It t*rknaa F rani Lit\NIalika. Pt Eaa'w�etaFici ErtPR��S` •PI-6 4•t 9 f ttt Awsk "ALP, 160 SW 73'" Atf".4 5 tr 106, Difr,lR,u Star., f,aa:Ta)744i 1954) IS4 04NO 11 t6L161 5% 9999 Ctar tiC.L l+il siact.•rar 4t to IT ♦AI•rtt N11I.Fa1 Ss C" / I rri i i ars,� -a: - _.ate Y 3 j �afM. To i Y I F� of Til- L tar+« ! � t a 1 1� e �. I I j ✓ xt.:I J .y tv f }! N Y a r i'• A rr� r I e +• - "`. r... _... .. r(`��I'I,lK,f.9V a*f+ TV[i14'e . ,... 4•. t'i'1G t •r7„ a •• ..crab ar+M ttEr)itl' .,f.:•,a ri . %� � �� A [tt • ak ;It t P Mot, - *TkM'� w,.w aTx r 1" ' I ' I f ' 9 i n,.' : taarr. if Les i ` a i �t •L a ! .fir '1n 1 ♦••tr e.r•• .. Ic i+AM - i R f�'!�,• 1 •tar• r20 41 kt�t TLOATCA RtALDt.W-- COEK INS 41, 1044,Crt Mr,Ie40re Z- a - _ s 3a GAGC CInL`fAt•ZtJ 'Tit. Si0L1f PANCL rAT+.Ft #Of CASs 'i4ApX�F F:,6 aVa _-1, :{�•�3 5 4 ^/,• g £. [4w Y 1'Tttit, 41 ttal •%' 1.Y 4 , a t- 0, ! a f._ .. •x., __ r ECIm T.i afZ>•z'V.• _ 1 - 14 E rC �? F u.c. : H•afgi :ar,ILin a Y - • 3 ~' i IMr r ' FOR PA! OINY•J itu#lt Cpit `1#x+e.''r:^+a A.,='.,. :.r•; + - ! AAEWK'a5 715 K yC,Mob.ON iT•Afi ^'«,> '., a•.r ytq ;.wt T ',;•: {L'\+, u 1G- TS t!t'lrF;=Y Ctt D 5'- t'ri CCrth- , -a. ALL AMERICAN SHUTTERS AND GLASS 24tI,1 C3A VA NIZED STEEL STORM PANELS 4HVHZ ct WIN H{ 47` �•ferrt IF•tiat:sat•tt®'a trM lrautsEt (C>.p•TA i.F Ttart s/An /•;3 ;TII'w I t I I � ',� Jwt'.;!•ecstata,•,:t '_ � ,r r•:•lalyfWn•#�tr;T.t tlAt�i►r _h An t'�_ i 47 att,Ti f xiv F. 1 TYPICAL VERIICIIL MORN{ cEIEVAIION 3 _ Illu•':k f: YKA .a�Gs� 1 III I i � I : t y;L•p �,�,1 II I i I i}--��•--�--�• ::�F1r.:frr has, vn;.• 1 I 7y `t l I 48 ? •Ii E yraV.Mi �•F rir•Tr;tL­ IV.;rah d� aw car rani as nt0 ,.0A4atur'r.t t 10. PTaa 'J! NC •. At FaAar}!:� �'T':YaA. / :ST[ti. €irrJ123YO T4•r STMII1CIX7h ►N1 f `3 :ri'.r IT C' Air=r3Rlr Ali yi`_P nMIJ riT rd7 i""C W:)t45T=:'�i SrAldr atK>rF L t t';A CR45T•L4>t01A6 ! 7^, .a' O'^•-. 'rr IlM L..__._.___, ..____.___.,.a J?•a°yrYla/r ,a+aN?atuCt VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ALLOWABLE PANEL SPAN & GLASS PARATIO N SCHEDULE: SE „i�Ar,4:41 #ak A.e V at Si-JV t' +V AtMi tltYLL 'a1+e,.gl_J:x T-ri - M K �i►taArFr� i.t - ,rY W ta4 tes \ - t.1a71ts 94!YiA1 I. Iafr• t •. � •P#A '•.lA la `Levi �`„P aalala � Atf.Y4e , aA(4 • to €r•.� l'a .cab a it C •• } , } .K e• _ , t-aJ Ikavn t'4 ar ar 5�1 tMr •aa .e :itt SY} n I N r 1 tl ,w, i:••1 a; f j ,. , . I - .;... SPAN SCHEDULE NOTES: t fVlf♦ ----tanr.'A•r-. aMAtlr•t ! fa i ae1t1 1 Sai.P! try Itrc .i t7af• - M rr ra '## l•d' rtat:ll.11 iuLwAaaC . M rA1191 Y rx 7- t i a LQAQ5 13 ! Ft7'i7Tit°f tC1ARM1 Id"Fra *e•afLw fit 1,46, TO FA • ' Ai 7- ;ar 2 +M• STlrai 3 ! 1 tC5 MD r. --� 1'Fa wT= +.' a r �i-'-tab a t-, nail I J s At t 1_ F ♦ �' f Oe t AMI 4e.tA3• sr a. Usi TaBLIE ,fllrtrCS f7>r a:L Ar•'r it *'ta;at•5 `t.tt,ro:r r�r•+ a�l,tt Lin J roml 1 treAA :q ! agA X7k M xtfn � AhC ^•t4a w77.1 t:x nFl• 4•�..[ traFi SEPARATION GLASS SE NOTES: ! t >P ••ii K7S . t%,tLAr r0aa,+ 0 r:Q '�''`�pk r •, i r!••MJfrryrel al�Ofl alAt dYArAt�t,#rat rtt 'AIIrrG TO 44 rtas7lt-.[9 ' :. S:•tPJtt iS it,)1fi■ttl fig-b.t w:••• t•�71I1t tWV: Wa• R T Y ■ sit a ,al rrT t[1 c..-. f 0 d tit 1 * •-� � 3 NN s IS +K . +#ai a•IF IS# -.TS! ?At Y r �Cr K Ian :-10 vb.% t.CMS ! T ••'•at+' f'. k:tlfidL Sk k^`N takD .N'aS rarat'7r,Cr+ t TI,4 twA445lMMa11C/i , Y*•iltwt is k(7T •fQblal;t farap � Mtn.-••.t•l W40*1141n "0" ••t ' r•ir/C•[TI[: tpfkl€Tca 1C rTq;:kt±'• MAXIMUM ALLOWABLE QESIGN PRESSURES: DFSTGN MOTFS: Ph IM lea:' IltrSal;'dC IsaS.G,11 wC:s'•* IYi} At,'4,.t CD tf^� U 'IY7Tn ifd3 SiC7\ tiMt ■ tttNIM3 KR y1�t���Yfiy.�STt�kN..,-.i-FJ6IrC►l�Tt'i'73 tft 3Cr tttigt!•t�t•9 JNIa� 7*£ FLCNIt �JI-.t4i� •:fir# ae 5 TaM+alt s•;NJ•- Cain�T'-�. �dfit�YK :lS FA �"JR sM. At�,F49(. is SPe.7Tttf GENERAL NOTES: O ,ti ti•�WrANK•.•lO 3a i wloii�sL'.pdtc C^4t >cttT 12€�f twr,a•.T •\• ♦aitin7lrFAT# tt,th #U ronelFa at�uM •i SC. K tea �.i�iltTciiowa�i�i�'alaat+r•-Ttiortw�Arriai -' �"�`T t xe,AAnf t7n•t•trtr:[ 1tF+wPL'tte(6re t,ISL ter.:, rtlNefi#tt,p oaaeo♦a•anttt't+ettiaaaa4At41r--oar aar+o+rts+ir.�xm � • k laett•.i ;r1TfV,f t.:S taSaret Era, as wkaalA•t SrAai f,i/TLA•Jt+1a: t} _ ♦ �\ YTlM w - •W#i rX#k4i4.rrryh :i 'MM. i\t«ra ati:l if TtpT ir•Vr+kTta. #W a YrtN(r, inn, � urf wnatr�#a ;wr.r Csr tryy I C, Zy 6 i' n4 c2•f(o+r:-1•ta aT,c.w •c tt tit stc t•Iwti€t9A a+.'cTt#lID tY[Aa S,•aaa M$.Mf sat t•r_'ri� ,?tK ti rs Id M•1 t• GV.tS°ISaa •..t'S aaCt'41lVr � t' L< ,Yr^• 3FtfW rM .Taint'�ttLif7V•kJr AAf N]f `or'MAITean tr Met: r4XULita't3rfa6• i* a a. D'M'Ylal *+Ctfl+ t7C+i ; ! ;. [[ • �a�,a_tYi77F1wr'Yf!lr�a f.S M rfMe N'a 1J/ AC8 t tt q'rAh ir:,tti(rTar[l:it- alar7IIr[t6 sW tT7# "' '� (y: � •- t^ it des ►Utfli erK[ tttj0\Vt7ATat�.AtftiK ND 4*<arlLr t4T`-M •JfC•1 C•'ATA:iS I •2 -t �t � Pda •t•J•rL/JM aT1nuC*tta• YGFRt'a 1„Ntt staT.wah• iQEi•IT •ftpr tK. Aa7n•,W.f:.slAt tTYa rllab ary artwua t.FaL'tf=L!'+ �j � a ,t tab♦ a a.i • i aTD•r• R., u r1 J•�A aaTP. iS} N f A a i'ar'+rY Kr.i S••+♦L CO, '1•+• to i#i• •♦a3>:7tanLK . •hv«sfTf an tr ata�rALraaLlY t,a\aYt4 ware` k71l<rt••t�a-i VW LY W fC7j 7rAA•wT.nt.r-sfsi'css•�.![a+>•e..vf€ltwtn►n• � r 1 i T.�. L e0rro« iS'AatS YC'4rL t#}+ rt :ktt r, wir-rygi a:.ap •rrc as Fl-t. •Attt> i r ' K .t•,rT•o .a •-�n -:. t 17 4�M •! Mr.M,",•t aq»a irNP• t-•t, a1 f�#tY�a,10 Mi K•Ca? OtptRt•t „•ll YRtl Pant #il et'•r[rL rl J11CK.•.t +tab llat�9At#tLSi,J4�!= � � '.�i tarYtstrtti eta i, taL 1:MRMt�AS rK•Ga4!•.a'O LMWVTC Lk MG7K'i1i ra/IrttILS sxlll CrtY.1•fiuta NlTrayti _7 N rAr• t>I"r alrivN: rr1i9M Nat :. •a: iaTli �7!$Y..-oat efti:'h A. )t ti>L711faa •M .fete Tnta s i •• Staff i+^O�+i .K• aol: ialti+lyt !• C W pry-^-% of H SY'XY.IItttS t Sim l+�,t'.S �`�S VANkr!a t�+}y <44a r 7kw.ii �• • Ia�trli ,1rrUG7t14 tat`niArft'.Jrt tEa L6UlTDItF. Tic,"r),tf#W r 3aa4 7a v* rra- ta C#.Ltrw tit !nab a+tlsks>st.< lua weac sJ.' R •1 `�v, - d ,r - a N1ta rtaK r9f4.art`A4•rf •t tilt+l.`at ktrara•f z±SiMk lXaia'# �'i• W iota hAt e. ever+ as t»mitt.. •te'v:nrc .at•a, ro nt'•sTrYn♦: 1 I _ a s•TU&M 'I f>1a1JFT1♦A FJt^C-30 ' £ �If _i taA-}"I .W':'7Dr1 C a0�110r_n \t1#tiYd to aNa % •i reef 4N9 •.:i:!♦ f1CAtrr i � t�@ i .L i KA.Asla•r +"& •afrrL tlare••Aaee:l• LMkt V%.'%r.rhat-I%aTVa ... '-_�tirt i#t+#'•i lC n[T CPtTATtK•rl tatWi.,tG 3tIFGdlYatbr ]�PY• - w*'. 6r 4.,:T'TiK A•tl ZaA!'L Leer w:•6r.t_ n r R r ` 20-31543 rf•iakak7RT lit- t�•.,aa� � _ >i MINIMUM ALIOWABLE SPAN "SCHEDULE TOP WMAT ^.•wr• T - _ d' Nk•RI �ttf■r t3 _ :7 I' - t '•_ "Y Y a• •4A' ?0' }j' • #t• IT Q 6~ r r 1 Y � v i twat 1►,Mw _' `tte• _ 7 7 r r I11�� ft '4 J� J/ fr sI- C 7tMR r r flc 19' pp r 4 A f ♦ !r �.+ sanis,rt- •r �F r #. a1 :� SY � tf� ii Y >aa Sr X aa' . I1 ai t mA �y G fJJ.. O f, •1 w j r ji 6 y� a+* - VJ to r•• era. u .. . ..-;• . ., .r •. .. �. 0 Z OPfL(StJAI 1►if R}OR £5Tk__ -9 -UAII SL rf 7 5 AUG 2 4 2022 REv'rtW ASS�S �. vIRTUAL {t ^• Artual Reviet.;v Assist, d Plans Review con'P ;,' r w t ,3- 7th for compliance with tie 20 Edition by Dea 2300 ra Ann, Klahr PX +- a p T'I•- Cts' fr so"Yr S o > ^ w '} •F• •G4 1 v I]r ¢._�._.. =-+•-I )} Abar _! 3.4C•' -.VA. •♦_f :4fey (• y! t Nb, N,• Tra ..',.. y_ T+ x 3 sat-r. E s Iar i1SC1l p #s t �r VIM*W WAY ♦l ' TI f• O )la• _ ••� iz-wr OWL CLNrwr �7M•••y BS3�+1IS t1� 4L 19C_ ,tgap .•y 'TIC' epr i� .r-..,......,�� � r 1�[e#• � - L86- ��0['d,+.S• .�.q C'iact' .-1 no #• j�l• �C•�1(I�, � ._.. - -3••%S'byttL td4: 1♦�.-.._-.�. ;1 'Of II SW kill; OA+C' r �Q attrMA fi,�_;, )td ��e +x cMTi ~ ,. i„» mr Dora I:.i as t# :•s•= rlr ter 2.OQ.jlt. IDo/br i+iZ'aYil--/'hY'Mfar � '� ,' t-' CItitF"`. __- r i : 0a M-4l-ar� � S O Lao- iL Ll a. - 1 •T M s ,rYa .r Nat IS ! atrt f 1s r+oLa NAIL w+11tA-Jltt ' •an • T.. a, .e. _ t>K MaCt a r ar / ,` .. ,r.+ -.¢.. .y-• .t.,.,..r tow '• , r� tPf•ee _ .... H F ,. , •1 ...sw .a n to �s ! Inas' A.. • rri rM •e wri�aFY a. �- L I{. , ti• 1 t _ n .s .a• iw• t t I jIVa. I, t- i , 1a s •1 t i� 1 7 ..StO , +r♦•llaY '✓�r f l 20r 3:5•s ANCHOR SPACING SCHEDULE: 7. ;A _:€IQ•t:•. e■t{L #As•tMaSAUSOr t- iFi•4f Art -Aar► . _.�... ... I..rv� w to w•tr t. tar rersle _ •DLitt` �a1ar t, rn TA7a ►a#strr _4 r,rf i � C) vt'7 t%•• rt ! 1 ;T„AIL MIr•irc} I.._ '�' _ _ ' 1, 1, •a 1? 1M9"ice.•_ i17'` C. 3# •■. 1`I• Ir l� ► 4- !' I • f� ♦ N rA ra if #r a"" s� ux' •t' is 'i IA ra t a I N i �' 1t a• 1 ! # 1 t' tt L i#• 1 La' I I a• tT 0 '! •:S tltx' '�ai 4 1 1L• 5 I J r ♦ t aa- a ra tit' 4 H H9' a7• a tf a \ O• i•' O at tJ a7 it to i 4 I wtN 1 1 JH M Tt1[ t ) T M 1 11 it f tl9 is Mt!t iJ.a III- i7.it ♦ tor' 1 t' (- #f'isY »dr' wf' yt'_NY31 s i. r l "-a" Lis-` fio•iitr l- aaa ►j1.tt♦a\i•tn t#A'lf 1'a6 a` T ft• to It 1 ti !.• t l t• .. . t•- I 1 1 . 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Ili.-.. _ _ +; u• Ia '•I u7 N/r _ r•r tic uY ##• 1 1 �lw.afa it ri r_a rp• tw tit 1471• i# ad* } -at•, t�; l'-♦.#- ,aa., . •. as t„'�:.-. nab♦ 1{-.`_.`{ 01° « S. - a-#• ♦ s• t^ F t` • .'-- as •.k•s' t, • a t w'- i- #. • I ! an a 1 t 7 7 L.a - ._ .. ..f.. •-�.y j_-,. , y._... Wiz. •f t: ®':=' 4;ti' i Tn • st 9. n' a sl u` a t i s ,I I ♦ a aja-aoatoaLyAree in ;tA41CM111111r•alrLc ow Oran i101101 I T . _. .. ., . aaiutr[ aliiutaardl s■t■ tm }CI ca CA fa r ] i r i r 11•tl• isNY Ua SH a• ` •1•1 9 A TTAX I•r IX@ F- 3♦ ♦i• i7Y -Ir -Ti�r` 1 N trC Cto� • ` R 1troi Kira+ fR t .rr" • -t" C 4.. C is a•' T IF# sa•f t a' r • A a• Ha• 111 rJt r' t•M • A' ##' t:r >Ka• sr• ta- H•ra■awa•tNtP� l7 g ! tt•t- ♦_v 1• 1P ♦e• #a- ts- v- �•• Id- g irt• a I:- I r t r•lr r,L• ai _ , ,r �' IMw■■I■r tJ ,SJ Hs is # €k •tt t - .I• •i to •" qrY 1t JYi sa t P t # •••M• A t3 -as+tsrl[ air tttI,,••tJt 1i1( t7 i 1 !� ri•. ., T: ►]Y • . a ..,,... }t t• II! }y�. _ tr' Y' Y IS�,�,a` t)C a q 4'k';�TI _ i { !' A as ",•, t2 T ♦r t t Iz • 7 ♦3 J.d' • t t • 11_ .. !f 1 •17• ANCHOR NOTES: I *#L"39%0-Lr•_tCik"I"Ei iDaLL loacecr. CMTFMO' fcolik•UT CW# lLlovi n PIANYF.■# ANDf1AKS Ai16'•rA •YAW& tMlit•tM#tt+'iAAtlli YFar' Il••a Ft3Yir"fStt■S IraO�Atab I h ka•Ar/ SOttltit Iaaaa APR+ 1 E% • r •t:1 rORA19dOYrl IY1r611�,b'1 `Nara F18'#FL Y L� T f _ a4 tttt Ltlf ir■!1 s.CFsAa IIAt lilAdaA. s Salt.ct tMataGr3:ktU•b ^LAtptatlr taEtlr!O:f.sTtN c#YP+a ! rt m r 7 , LAMB AAi a:tL (Ia A�SttK LtSidr €�Rfi.ti 110Y190. ..aWtt ! •taw, i4 diva T& W LY"C?)ON rrFf aA6ftrDk Ui11�t'LtAtf 1a7Y4"-•., T�MCAt4tri Fbif #%%.tTTtlr• lsfTati4 Vt 1WEFt ' # MTS J[71 Ct flAT 7 c1 lGt tcai 9F• Itpll A a r e fAa7T - t ptC` A11t •T1r54 LrSM Nab O0M1aafir[f1ph1 WT#h Alt eraaNTlsIC eu+aerstoe T T aQ.. WC AN: 1 rt>r I ,IXrt A 11 q. rArn r t K I1A AtZ AraAQrr•}Yaifl ttliroe ALL tab' Ym YY KftClti #Y.I.nAG 6MItD3a!• t:4YCtal+}dt a nts. x..#: t La • 6:i o tn'i st2 •ew art L tab. a frt' MIKKrfAr ata wx+e#ttltailnt�An d r+hLtJll' OL00t rC7f? 51"Lt W A irMtl. t:AM?t DOR AKIN tk stAFir r.y a almrtirL Patttil9R Srl►ll tl M ita rAElrlC [ aNtFPOa i61[OLiF 7 r a•9Tttu CF"i/VY1k1 AtK• Tate "t Luca tlls t efb urx•1 sX a dAr. Fwsr'1. Akin a NAs 7rItM a ttt�l•t4 1 T aa' v # t aaAtf. •nwtt*as SwtJ •a oat en r Lei• al■ tr•Aa+_ u r :/ ikr + IY,YfxfAtt:t t•uytALOuri r0 NclSt Lf tryt,: tub p 0t•4b 4 • . CvM]ti T! a9JfOCr NC r CD bl Lilt b[ L :C� 1 t� SI CMK CCU Ir1+,111?2tt 7'JatACT[ r 3Ut 4 aA'TVAY aa18t%IWL mTt4FiFtQ0ATt*=sb,itrlLt MKf9br. %t6Ktr000 iiatp 7 P °Yf A Yt#srr ?+'M ALR"k11afG Ail . bAtYgla tt ogKtArLAiptkd NatMtTrl. itflt f4TNCOb P4„ttialar$ M A11:w"a 40 IS S03F`Aetr prtf hop sto CLOS 4•1 ii[cr, to el#tu Atia•ttee PAa7tll ecnitult3vl' ►tKa d STae PLAIJJfIt+l. trt•gt10A>f�rita •a teor5ttrb ni C Tfs. C[ 7' ■ SI 114. ' Q M7•AAt ! 1ltN ! ]COL C S IT t1 v. reef 1.0%G t s `car Awc x `Luca piwL"A riIFIL30Tr05Mtt1# 6-IrtWRkaOli'G• ISOL4Pf4t�lDtkSFtT Ur vYf;1 •PIAiL atayt• tttult4 tart /Krp ar. Illt"f t4ai! !a AN#•3•t••Lt a!r:7tpW,s rWa. tKY1i3J r•Y#ta#'taL^ aLL-rCMM•l `Ells ira' a #AIi:: 1JSi1MG Al ' Akww Wot"S tt tsaakit a .P* WNtA41a r%"r41PFW *1 n I!AbA!Lehr "V MY aepe3e .Able IN1 MA tr #• A ►AN •,LAC. vffXW 4M. CC tPAPta 4 AD I&MMAL,1 &OLT)) it N d 13 ti'rtflk/r1a114tfaOMiFY'aitC.ii#ta1KF€ttllrir[ttiX3J{aQ'relfpli-Rkesatf 14T a115.1VOTif AACwX =ATI0tt.9la: veaeo♦alr %of A=FTMtl :aiM to mW IF tKA:9r[YL tT..".20r, to U-•atln lltf/♦i.1AIiCAu tt#A7x FtTr lfrrn Ffr PGa 4Yr+•4Tr•Tt*rax«^,ttTa ae,^t�r,,gL,F9:,,J•rtatl0r il.S'4r4 t 1 f CU O 5✓ Q� 7:3 O a- � j Q� ! (/) Q� +- CULi cz C/) -0 O 7:3 _0 p 1_ O LL_ RS O t ©cu CC5 V / r I (D � V O Q V O Sn_ ■ W co LU z Q J n SHEET NO. SH 1. 5 FOt.D UP WEATHFR RESISTIVE BARRIER S C& SECLIR'F 3ARRIFR t IttS3ti 1IVt�-�-•--`, �ry-r WINDOW UNITV4FEATMEri FLASHiNG REQUiREMENTS (DTEMPORARILY L}0014 If ,)u6HSLOPE > V BARm +' f, f- WOOD FRAME CONSTR 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 TAPr _ , % �'- ExT1=R1<7R SHEATHING SELF -ADHERED FLASHING � -_I' RFArt OF CONSTR DOWN ADHESIVE TO BE APPLIED UNDI-R (0.6 :rrt : 3C1.5 rrrrt) SELF FLASHING include fleshing as described in Section R703.4. 7 s BY LAPPING �, THRI-aI D DOOR AND -ADHERED Q � � OVER RIM .IOIST ANC} UP IOL OF WALL BY 6 v. Ir, 1 UI IN UI' :IAMB Ir, UIE: LJOU1 � EXTERIOR R703,1.1 Water resistance. The exterior wall envelope stall be designed and constructed in a manner that prevents the accumulation of water � NAIL BHANU tUH LULIAL WLA "LH ' PROOF C.AU+_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 `� -•-+ " WEATHER ' RESISITIVE ,�`•iFLi-�AfSHI-Ft�E1 ilk �"t:`ililhJ{'�Y ,�-BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. BARRIER SFAI TOPS OF JQtSTS s ' I - s WIRE LATH ` R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt free from holes and breaks complying with ASTM D226 for Type 1 felt or other G> o q UNULR L*C:KIW SUBFLUcx (srE Df:TA1L WP07) . : - -- --,.�'_, - approved water -resistive barrier shall be applied over studs or sheaths of all exterior walls No. 15 asphalt felt shall be applied horizontally, � pp ' y Q c � � O LL a 0 SELF -ADHERED FLASHING , , � i _ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, left shall be lapped not less than 6 inches. Other LL Ca approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt C) > HEAD FLASHING TIE-IN INSTRUXTIONS' / �` RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 0 1. Cam, fold up & temporarily secure weather resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. - U) p co CL THESE DETAILS ARE GENERIC AND flashing Instal jon \ '' MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head Bashing under weather resistive barrier back heart � `�' 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 D paper. The .� � BE USED, 3. Fold weather resistive barrier over flashing and seal with tape 2C2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. pt Exception: Where the water -resistive barrier that is applied over wood -based sheathinghas a water resistance Scalt+e: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM � SELF -ADHERED FLASHING , a i��s°� SELF -ADHERED FLASHING FINISH `A ,r��� �/ V y �( EXTERIOR DOOR WITH DECK - SECTION A �/ 1( L CEMT. SILL/ POTSHELF1 CHIMNEY SHOULDER FLASHING INSTALLATION 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. exTrl�, s�r+T.�lc - i+4'-I" RFAD OF CONSTR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT _ _ RUBSERtZEO NEEMU iN CORNERS ADHESIVE 31r C MEN D bk'.K cxTcnlon sl+r Tllu -..... -- � INSTALL/'r ! FLASHIFLASHING HERO ADHESIVE TO BE APPLIED UNDER �. t`LASI�#NG JaL.la � �Fao TIiRISHOLD Or DOOR Arai? RETUR1N I LAS fINU- t, LL NOW UP JAMB 6-. USE LIUUIU NAIL BRAII& ✓ FLANGEDWINDOW OR rGAIAI WEATHER PRti(7f f:ALlttN{"y -• - ` (SEE XTAIL WF`0ll THROUGH SELF' -ADHERED ASPHALT ADHESIVE ..� FLASHING � SELF -ADHERED FLASHING----,,,,,shingle-fashion = R703.4 Flashing. Approved metal g p flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied or in accordance with the manufacturer'* instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions_ All flashing shall be applied in a manner to prevent the � H ` 12 bIM. L?RYL€?It CMkI - MASONRY Ili -. -- . EXTREME ._ .._� I�Fra to ItC." xeu - - L F I i F K CAN 0*-V*UAL �� . '�9 SCORED �, entry of water into the wall cavity or penetration of water to the building structural framing components. _� r►► CN p i' WKJDOW COMPATIBILITY • t + �a w� �' I � RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with ,- '3 X • �1/ t _. a FASTENER I} SFAUWTAT ; scLr AalcFtco rc.AsioNG :;, s# lF SU II KtIJ rl HIN(i -' �' R£ i;� ` ' MATaIxr� tt�e buiidin wail with a sealant con with AAMA 80Q or ASTM C920 Class 25 Grade NS rester for g plying g proper joint expansion and - � z •I L 4) REA1 JOINT � fr k `. WINDOW sLtk�cTo OUTSIDE ANT OF _ . •fi yy« N WINLIOW Bux.:K �v � u .^ cxTcl� a Iy 1 IWI � - SIFfiTIi:Ai (V }Nlil6d BOTTOM OF � ����� � �+<<�� - � \\`� contraction, ASTMC1281, AAMA 812, or other a roved standard as a ro to for the a of sealant. Fluid -a ied membranes used as pP PP � tYp Fluid -applied flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings W 0 eU e, 2} SEALANT JOINT ° :.. • 1HRFSI R shall be installed at the fottowing locations: v - a c 5) S€ALANT rRorn INSIDE Erx3f or � s ` � U. ... VVINDC1M1lAi FRAM ' ` ' .t ' WIMDi)W BUCK ATE 13t K > s. • IN �`� ti • SECT A (SEE DETAIL WP02) --, i '/ � Q I TO -' 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall 4 ACROSSND EX E MASONRY ni"t ` �`` t- RFI AI,H, wFc, fl ARMING ,! finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 0 ,� y n PERCOD; 8} TOOLFI) ALAN1 RE�dUlItk44tNl*z • ,,, �`�' O r-'' �4 r � �•' '� shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the d) c . following- j ... Ql m (D�a >+ 1 aD01NC. AND CAAnIDRGAND FRAM� - 3} SEALANT WINDOW FRAME T ° 3Et F-AD IEREI FLASHING I 5 1. � The fenestration manufacturer's instal installation and flashing instructions, or for applications not addressed in the fenestration ; °° W � r _._ WIiUUW BAXK ALL THE WAY AR OUND. INCLUDING SILL. NAI,tW1 H ANC, 1 2 011 SEAL TOPS OF JOISTS 4 6 manufacturer's Instructions, in accordance with the flashing manufacturer's instructions. Wherry flashing instructions or details are not provided, pan flashing shall be installed at the sill 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 barrier for 8 t: qt pC1 NOT FLASH OVER / water resistive subsequent BOTTOM NAILING 8 UNDER l EMW.; (SEC DETAIL WP07) ,y2° '�' drainage. Openings using pan flashing sha l incorporate flashing or protection at the head and sides. FLANCIF 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. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW Y Y 1,j SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P O � SELF -ADHERED FLASHING INSIDE CORNER � P � � 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400, FENESTRATION INSTALLATION AND INTERFACE - 2. 2.At the intersection of chimneys or other maso iry construction with frame or stucco wails, with proocting lips on both sires under stucco copings. - �•°1Ground1••rt� .- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Connuously above all projecting wood trim. SFEATHM �'� 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6_At wall and roof intersections. Water Resistant Barrier 7.7.At built-in utters. g JAMB. SILL AND HEAD DETAIL - / r .,3�� Lath APDRt'WEQSI�EATFTMICi-' APPROVED H0L*EWRAP -.. PATCHSELF-ADHERFD)ELASMIP -A,^ f--= `�_-.� :.m sneathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL o STRUCTAL.ATH TWIN TRACK 2.5 -- - - .•� StuccoFLASHING AND WATERPROOFING METHODS TO BE USED. 31s` CEMENT PLASTER -`� �''^��� ` 12 MIL (min) DRYI.OK FxTRFME APPROVED FLASHING TAPE - 2 _--- tJOUBLE ; = 7/8"Cement Plaster ,r•�"''-�-._,-1„'�. in accordance with 7/8 Cement Plaster 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT - 1 JOIST SINGLE WC?00 BEAM % ^ • * . i UlJISii3it1iN1 wall JOIST BELOW } SELF -ADHERED FLASHING SELF -ADHERED FLASHING , ,. V o ASTMC926 in accordance with h , • °, , ° - . Felt backed tau ASTMC926 �G metal � � { • WV I " MIN - lathe in accordance Feh backed metal - SELF -ADHERED SELF -ADHERED 4 j with ASTMC 1063 % lathe in accordance FLASHING FLASHING 02 ' . (_ 5 ,/ with ASTMC1W3 Buiking Paper Building Paper .' -- 7116' O.S.B. f sheathing �,.._-__....._ _ _ -_ - - 7/16" O.S.B. ��I sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING WP07 SELF-ADHERED FLASHING W P08 FOUNDATION WEEP SCREED WPO9 EXTRUDED SHOULDER DECK JOIST t.UTSIDECC;HNER • Flashing -- Weeo geed SELF -ADHERED FLASHING 2x FRAMEWALL - ---r-CIO Itit MIJ t 1- OAF LEGEND _ -_.� Installed As Per Manufact. Specs. i pact Stampede or similar Q� ' PRODUCTS DETAILS, TILE FINISH ®�~"`�� F- �' - SELF ALM-iEMU FLASHING (S.AF} O--.f�- - � d _ Di2AlNA(�L F'LAFIL VVIt� DRAINAGr PI AND (DP) Ydr"ATITER RESISTANT Bowan -'-`� Bottom of caUk �om Weep Screed joint ( . WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) i/2" DUROCK � �„ m ¢ W'AA)FR (V'RR} :-- BOND t3REAK WTTEi srt r BREAK IAR RFSIfiTANT BARRIER- - - --- � _- Srl r FURRING (Sr)(ir) IATI+-./'��./"., f-- / I PI ASTER ACCFSSORRY v-AEATHING. 'c)W', rLrrroaD�. 1 112` to 2" W Screed AtXIVe Roof � ;• ..�- "�`� '�P Sheathing Installed As Per .� f� lip1'-4" PER PLAN � S I AT I DENSOLA68 `€ - WIC DAP WRB ONTO M>intxfat.'t. 5 � � Detail Instructions Refer to the numl?er marked as # n each detail that corresponds to the numbered items in the list of instructions below: 1-0PER PLAN " 2 # TI IF VF:RTIC'.AI S1 RFAC.F TO TOP OF F LAI46b AS AN AIR w I Cernentitlous Cement Plaster Decorative Finish in accordance C) L. CL SLOPE B '1ER with ASTMC926 All ins .o'• 'p All inside and �' 1. Install flashing in by <------ 3.1: IMcr1 FLAI+it;t over wood 2nd •' '� self -adhered order as shown numbers 2. Install flashing and weather resistive barrier to form water shedding g" CMU - - __ floc • vaned will '•°°,. need to be miter Q a -- - _ laps 3. Self -adhered Tl2ishti can be substituted fD)I building(PER paper 4" OR 80 CMU SEAT DEPTH]-- - Z Z ---STRUCTURAL FRANNG , cut and caulked all butt joints need to _ U g _ °•�• gip•,• ° •. • becaulked using � 4. Split the release paper using the ripcord (Split release on demand. FILL WITH GROUT --R _ - �` _ I I _ �� 3 srrluc lulrAL stltf.rrMNc; .• , Stampede or sum. embed ed In the adhesive lager - for ease of Installation and to layer) minimize scoring cuts -- .. � r - � � d a. -- THIS GAP r5 A RESULT TER STOP - NAI UfIAL. SHIIIMKAGE , ." 5I Iiu� OF 5AF . caulk for all 5. Remove all release paper per standard installation instructions and -- - • _- _ t? DO NOT SEAL. - CONTINtIOUS BACKER --DRAINAGE DRAINAGE PI Ai+ 7 VM S� ^ CIL adhere to substrate using a square piece of flashing material (6" x 6" L) WX) rf :gal AN I DRIP -SCnEFD PLASTIC OAK WAR Minimum) 6. Fold as shown by arrows SLOPED MUD BED -_ 6 • ' --- :: _ w w ACCESSORY I l .----rlt3Mb -SF 1 nTII l--.. �``~----->- �i,/ V, co 7. Angle of corner may vary, adjust folding of the flashing a=rdingly to ° ` ' ---- a cn r " J M fit tight to comer VINYL SHOWER PAN t .; � _ :� _ `''7�=� CA) Nate: 8. Mechanicallyfasten as necessary - _S�`a The builds r and metal lath must Cement Installed over the top of the weep screed i.aa I AS l tl s I t3I� Plaster 'd 4 y - ONTI tau IS BAt'KE4t r A< SEALAN 1 over block 1 St floor Z Z d C'EMENTITiOUS FINISH Q �_- J tl - - HET -- -- SHOWER SEAT SC7FFIT/CANTILEVER WP10WEEP SCREED DETAIL1NP11 WP1 SCALE: NOT TO SCALE 00 k 13P�N82u LPmar NoMea Llc �bLv4� S�,va(ci �er�lz Fa,�ly� 230q€�,P �a0q eF3�-t7�l (:s D R 0 I#