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Home My WebLink About6411 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS 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 CLS - 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 ci - 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 EXPJT - 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 G13 -GRABBAR 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 LVIL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL Mc - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER Oc - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN Sim - SIMILAR SHLVS -SHELVES S/R. - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH 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 - WATF�R CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ -WITH WD - WOOD ISYMBOLLEGEND: I N STAIR CALL OUT FOOTING CALL OUT - SEE FOOTING SCHEDULE KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL CD SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF mmmmw_T__�_ STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 -ELEV 4 � �__ A9 NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <--ELEV NUMBER < -SHEET 4 A15 2 NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER 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. wA'rER -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 E] PORCHES AND BALCONIES CHAP. 3 0 HANDRAILS - CHAP. 3 El GUARDRAILS - CHAP. 3 [-I STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 F-1 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 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.l. 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 OFDOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.l. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N N-ARSM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 I ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL 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 WID 1.0 WATERPROOFING DETAILS RECEIV'ED OCT 0 3 20ZZ bNow 6 2ozz Virtua', Rav;(F'Vv 7md Plans Rcv1t_,,,v in ap�,,,�ved '.�_ -�t Fi3,_'A 7th for Compliance voth t"t '� , Edition by Debra ,,nne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ZI DO, Ile A 0.1 05 V) 4) a) L 0 E Lm > Or, -'0 11 0 U m r"t- cy) CN V u V, "i D a - -0 70 00 U om 0 M E 0 U-8 9 < ci < V) (D U Uj 0-:;i 00 E" C 70 Lm C; 'r, a �0 '9) a) � CL 'a cq CN Lo CD 00 L0 z w 0 w Of a z 0 LLi (6 w 0 �- W W 0 w w LU w m __1 ww zx z W 'x :0, 0 LL _j 0 _'<O� < 0 0 < W LL 0 < D 0 Z U < LL 0- 0 _j J < F- I-- OUMOZOTOOMZZ�g U) W LU i_0 � w 05 w D 00 il > w w Ix < _j _j 0 (L z y 0 �_ z LL 0 Of Oz J�Row V5 zz0w(_)ma. U_ <0w ��'-�wmmo m< OW 0 D 0�ez§< LL < 0 < LL c:) c:) z 04 w U) 5; U) 0 (0 c:) i._7 cv) 6 < w 00 1"- IL (/) _j U� U_ It w - r-- < w < U-) F- W ce) W 13- v- z < >_ < 00 Z 0 F_ LUz 3: w _j Q c:) (0 (N C:) (N Lo LO Nt I cr 00u) 10 C) -4-0 0)0 ..0 Lr) -0 9r. < >c1q -T- 00 �-00 z wcNj >0 zo _j 04 04 C) C14 C) C:) c6 CD 00 0 c) 0 I- - N N N N CN C) 0 0 0 C) C) Q C-4 C\1 (N C-4 04 C-4 04 C6 ob L6 ob A CS c� 9 , 9 c') 't , d) 6 (6 C) C, C) a a 0 CD C) a CD C) CD 0 ".: v� vi 4 6 6 rZ: LLJ z 00 01 r4 cs LAST PLOT DATE Jul. 21, 22 z Uj w 0 w LU 0- m w W :D m 0 �_ 3: 0 z z Z Z U) z COVER SHEET z z W __1 C-41 CNI 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 ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS J 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER ® W/H 9O UNDER SLAB ELECTRICAL. CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING AO THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20 x 20" DP (3) #5s CONT. C@ PAD 24" SO x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. (�F PAD 24" x 30P" x 16" #5s 6" O.C. EA. WAY MIG 2 6 2W \ R/ VIRTUAL RF<II:W PSSIS� r virtual evie��v Acrc;c� 'c _,� ;roved Plans Re�liew Gc'mL�f'" a ,. for Compliance with tr I� 2O �, 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-01' N O N 0�,, o 00 J DOS . 05 •,� w 0 w 0 z Q E O W C 50�_ 4- In cf) W uom Cn U Zj °�° M M j .O U _ 0 �g Q L vas •Ln w ^` L. Oci � N C � W p . � L. a �a 'a W W 0 Lp uj W O F- WFW-Q W�� w Yzw Z (� W Q Q V msm-'<0Qw" 002--I0 <D070"COW 0Z700E- Q �- 0 Z aWrw LUV5wmZ=) �EL>cnwLU_ LL <0 gUO� 0 Q~<<0w<v5-Luz 00Q O 3�Z9Q �¢u. i O Z CN OF_ O M Q � CO � lq F-WM 00 V Z F_ W W JQ 0 J N N O N N I O O N 0 M •- 0 N 0 N 0 N r N r' N O O (V O (V O (V O N O N O N O N O N OO O- 6 O O A W 1, N Q CO N 0 00 0 0 .- 0 T- a CO 0 1 '° N� > 0 0 00 � o 00 Lo N M lf) CO I, 1 CO w Z Z o _ owv) MO - (fi Zw~a WLU Q =moZ 2Z� J � N >-00 2zw (� aZZLL N 0a}w Q LDzz Z Sao U Z O 0 m a z Z w N " W N o Q LAST PLOT DATE Jul. 21, 22 Z— FOUNDATION J PLAN A 0 N to 0 bo rn N 7 5/8" L N U) O 4 0 00 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS m� W� F- ¢ TIE BM AT 10'-0" Ls 60 m 00 W 1= a 13'-3" c tn 3 1 /2" r` 5068 SGD OD M 0 , BRG WALL 0 , N 30'-0" FAMILY ROOM 16'-3" X 15'-2" 8'-8" CLG 11'-1" SH25 HD AT 7'-4" EGRESS 5'-8" BRG OWNER'S SUITE WALL 13 -0,X 15 -11 8'-8" CLG PROVIDE••D DRAFT STOP IN FLOOR FOR MAX. AREA • 000 RANGE W/ CAFE RM HOOD A3 PLUMB STACK W ALL ALL 1 _ f■1 ,jlANN ME *'AMI 'EMS, .- 1 10 0 BATH Flo Fill ►. -- w ►� ■ OF rV4 FLOOR 0, ABV 1, 2X4 ►� / ,I_ HTT4 AT- ►�1M�1 1 AT TOP ■■[o��W . • ►Q�■MU@ WALL J © ►i. FOYER ©i1 ►Q TEMP. GLASS T A7 4 DRYER � VENT I GG I S3 W/S AT 60" AFF 6" WALL BRG 00 m I-----� WALL N D S & R - 20 MIN FIRE 4' N t4" INSULATED W/H RATED DRfi W/ WEATHER STRIP WALL r 22"x36" ATTIC PROTECTIVE L ACCESS JI BOLLARD 4" INSULATED BRG. WALL TWO CAR GARAGE 19'-3" X 20'-0" LINE OF GARAGE IN 0155N _FT_OTTION 16070 -------------- TIE BM AT 10'-0" �60 co 00 _W 5/8" DRAIN SHWR HD & VALVE 7 5/8" HB 1'-0" 8'-6" 2'-3" 16'-0" L 2'-3" 9'-6" 20'-6" 10 30'-0" FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1'-0" 0 60 S6 A S3 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE 2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION A 1 /4„ = 1'-011 R-11 F.G. ION IN ,DJACENT ;SPACE R-11 F.G. ION IN R WALLS, 4G BEHIND TIN .SSEMBLY 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 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. 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, R 4.1 HIGH PERM, 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 (y = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TREADS LANDINGS A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) m 1r, 2 6 2ozz VIRTUAL REVIEW VrRA--S Virtual Rz�ie�v cAsp; planrtu Rev iew c1-0 .Ir-, : and OPP, '- 110 for compliance with ti �� 2. ahr PX2300 Edition by Debra Anne KI 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 DRI 30.0 -33.9 30.0 -33.9 N N O N N Ln W LO W t. 3, O Fla `+ W L 2 M MN N U 7C)� d M A, L i � p 2 o }W 0 a: S R a V_/ t U 'O 6 •^N` V W � W L C) M a ^ �a v W LAJ ui W WWW 2F-0 W�9 0 VUOa Q Ia. ¢JJ�WCJ 00W§OZ0R00mZ?¢U JOy O U) 0 Q Z ��a��nWwF_zLL q�WOgH�ZWz_mU p � oQ o 0 oQQ ¢ 9LL ¢ LL O Z W oF- Ci�cMO QwC7� �U)Ll^ti u7 F—Wacri r 00 ZV ~ 'Z W .W J O O N N 0 C14 ti N O 0 06 •— N N N N N O O N O N O N O N O N O N O N O o0 L6 o0 O A •' N O CO, N 0 , r' 0 rn 0 O o o " (6 0 0 IN j o 0 0 0 0 0 0 Cr CO Z Z 2 10 _11�_o WU�> oFWv, O U��a X W 2 V / W I- Z 11.. N qr�Q F—m=OZ LW.I Oz N wM �MZW M IL Z Z LL. N w N O��Z Q VDZn z -r ao - - Z U g OL) O z Z w (14 " W N C) LAST PLOT DATE - - Jul. 21, 22 O 1ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /211 = 1'-011 1" NOSING SEE SHEET7DS7 10"FOR STAIR TAILS HEADROOM IN STAIRWAY -- TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 —r- RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (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. — 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) M36 STRAP EACH D 11 STRAP EACH SIDE) CCENT��2�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w O z w w 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 AUG 2 5 29?2 \[R/ v IRT UAL F ,,.: `:J ASSiS R...3 v. 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BASED ON 8'-8" A.F.F. HANGER CHART— JL =HUS26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB 12" 12 12 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS I . ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H 1 OA FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK'ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG ACK LOCATIONS. SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. (3enercl Notes -) 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20'BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL 7 PSF BCLL PSF BCDL 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE= RESIDENTIAL CAT 11 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-concuffent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF B PSF NOTE: TOTAL 55 PSF flin KInT rHT nO Al Tr-D TD"QQ1=Q WITWnHT ('nKjQIZKIT nC TW14Z 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 VJRTU�L RE41LW virtuali iel _md ar�� 'th Plans F 7 for convplia�,,(;e wit 0 Edition by Debra ,,nne Klahr PX2300 7 DON'T LIFT SINGLE TRUSSES V\ATH SPANS LONGER THAN 39 BY THE PEAK I CONSULT B( 39 Spanjor less 60 degrens or less line &pan sa.. Tag line REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 50MMMUN OA LOAD# DESCRIPTION INIT. DATE E Rt01 Created from 2386 model AS 01 7 2/16/2017 R/01 LC9 JTH 12/13/17 3/1 7 Rt01 CHANGED HANGERS TO SIMPSON RDP 3/1 8 03/13/18 rRA011 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/20211 -]CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE:(800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALTDESC OTC LOT BLOCK FESIIGNER PAGE SA. S. 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V. 6, r-- L0 I Cr CO w Z z 2 0 W (0 W W 1 5; 0 0 7y 0 0-< a) Lr) aa 11.- OWW2 03 a. 0- :E ,f W F- z W Z) < M 0 Z X: z 0 t W Z 3: _j OC) < W 0 rt.) � z X Z Z LL 04 Lu r.4 0<r F- _j z w < z z z < 0 z F_ c) 0 0 00 z A4 z z LLI _j 04 04 WN 0 C) LAST PLOT DATE > Jul. 21, 22 z 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL "'1 SOFFIT DETAIL 6 'AIA" 1 UVI ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE A, ALUMINUM WRAP ALUMINUM SOFFIT v NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 if 3/4 1 1-091 C14 04 FOAM LOUVER DETAIL TYP aFALSE 8 1 1'4" V-2" - - - - - - - - - - - 04 0? �D 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND co -216 COLUMN DETAIL 91 1 if = 1 1-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE 2X8 LEDGER ATTACHED TO �,�PT WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 1 OA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT V-0" 12 T.O.M. 15 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA 2'-0" ALUMINUM WRAP I (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 7'-6" SOFFIT DETAIL 10 04 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED o o o � 8" 1 1-0.. 1,-0,, i,-o,, v-0. LEDGER DETAIL 1 1A 1 1—Mv, 8" TRUSS HEEL CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 4" SCORED STUCCO BAND MEIN I MIN MIMI FRONT ELEVATION A 1/411 1 1-011 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 01. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED--"�'/ 5/8" STUCCO OVER MASONRY ELEV AT 0 10. 12 51 7/8" STUCCO OVER FRAME C? CONTROL JOINT A/C UNIT AND PAD 1ST FLOOR FF GRADE LINE---;/" (DLEAR LEVATION A 3 J/of 1-011 1/8 1 8"TRUSS ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV A T.O.M. 01-01, ELEV AT 1ST FLOOR FF 8" TRUSS HEEL ELEV AT 18. T.O.P. 1. -01, -0- ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT 2'0" AND PAD--l-l�.- ELEV AT V-0" 11111111111 1ST FLOOR FF 12'-0" 7/8" STUCCO - OVER FRAME �ONTROL JOINT - MID WALL WEEP SCI _7" GRADE LINE--' r—N"\RIG.HT ELEVATIO.NA.. A if 1-011 1/8 1 12 51 16'-8" 7/8" STUCCO_� OVER FRAME CONTROL JOINT 12 15 13'-4'# F-171 12'-0" 2: n = 0 w C? Ei 04 z 2 2 15 5/8" STUCCO--� OVER T MASONRY 18'-8" 16-4- T_ 9 w N M L* CONTROLJOINT MID WALL WEEPSCREED F_ H GRADE LINE LEFT ELEVATION A It 1-011 = 1 1/8 5/8" STUCCO-� OVER MASONRY 2'-0" A/C I Y AND 2-4- 9 - V-011 -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED 4" STUCCO BAND 5/81, STUCCO OVER MASONRY 5:12 AUG 2 6 2.0-2--2 VR/\ �mTUAL P�,,'!EW ASSIS' Virtua; d Gk-liTI, 1� *; ,_1. n d i - - Plans r- t,t! th for compilance with t " �. I - -:dition by Debra i�ome Klahr Px2300 ROOF LAN A C If 1-011 G�% = 1 1/8 9 9 V-011 9 N 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 PENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) M� MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C 1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 I 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 = 1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 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 ISEPASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THt ACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. NALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) IDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SO. 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 I PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT C14 cli 0 Q C) J., 00 ul z 0 " Z _'t � 0 z Ln E > 0 0 a) 6. >, " co _+__ in U E 2 -2-9 0 U-8 < (—) lo W < 6 uLU Q _:;� 0 0 E 0 c") 70 C) r-, C) (mn w w W Ld (6 w 0 W" W _j W -Ow ui '0- _j of Z z < < < 0 X:)__j,)03�w LL002- < ox-i w oczomqc�_ _,2 0 z H U) OW 9 0 1 '0 R 0 0 cz z P: D 0 0 cy cy z Cn 0 ww0_wv5wwLu�50fw<, 5 ow _j C-9 a. z z LL 0 a. jg< w Q a (L u_ 65KWZ < Lu 620 < �- Ow :3 U. < 0 < LL 1 0 0 z N 0 w - U) Z) r-- U) 0 CD 0 zm c:) < u) 10- U) 'T LL 2 U) z < w LO <� Ill— W 13L C6 00 < >- Z z w w Q 0 (0 IT 04 04 0 04 rl� CN 00 (0 - 00 - a CN C) (N C:) CN CNI (N C) c:) CN C) N C:) C14 c) N C) CN C) CN C) N C6 c� 0� 9 u� Ob 9 A 11 6 m N V T— C6 C�l c:) I (D 9r� i� 0 E2 Lo(D > C:) C) C) C) 141, c:) C:) c:) LO cNi cy) In (01 U) Z zo 4_0 w 0 W U) LL1 4-0 0 () Z) 0:5 < 0 _� n- LO -0 o of W w L.2 z w �-,w < Lu < M 0 Z I.- Z 0 W Z _j oo >- x 2 < W 0 fy) 2 Z W Z Z u- N w r%J 0 F- z >_ T- 2 OIL>-w U) 8 m < z z z 0 se z 0 00 < 1w z A5 z z _j C14 04 uj C1114 0 C) > LAST PLOT DATE * Jul. 21, 22 1 8 z 0 EXTERIOR ELEVATIONS A & ROOF PLAN :R FIRST FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0„ LINE OF ROOF —.• SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES. UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 00 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS AUG 2 d 202x VRA Virtual Review Assisi 1! 1C. Plans Review ccin�IF. - :, and appro for compliance with tree 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH �4 SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET ih TRIM 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET �9-- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -6- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 4Z 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH CS COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR Q SMOKE DETECTOR °U-18' UNDER CABINET 18" cS-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP — U-36 = UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP — D-36 — DOUBLE 36" FLUOR STRIP — S-48 SINGLE 48" FLUOR STRIP — D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 14 48"CLG MNT WRAPPED FLUOR LIGHT F;: 24 ;;R 24" VANITY LIGHTING gFuF36:;-uR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT O EXHAUST FAN j5„a DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER (M CHIMES (DELETE W/ INTERCOM) =r MASTER STATION 1111111ii-0 ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER ® THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N o N LID tY W -80 <', • 1 a 2 w z A' E A\ > 0 M O W L Q M" ; . N V Q y° 2 Mo � •� r C:�� o �t Upg °'< .N LU Q� L E 5 W o0 W w WFF--Q M�� YzW Z (� < Q Q W 0 �0-�QOQ��LLU00 jOox Z�(y,LLOZ200E-QF- 0 L) - 5 0 F- 0 Z Ov)w4a0 Owoomz-, 'O4a.8zyo�-zLL`0M'aF06WWOR 0 WWFa-FZ�Z��v�Q. OM o 0 o<ZgQ¢ ¢ ILL LL O O Z W 0� F- cM O Q U) M lt V)�I,- F— W a- cM 01 13- � Z U F- Z W Wo J O mi N N O N ti N i O 0 00 N cflao0aC) N N N C)O N O N O N C) N C:) N C) N C) N ob O 6 a0 O A 16 N c? NN N � j o o Q oC! LO N M d LO CO t-- CO Z Z O p}' W W W W U �'- O UoQ F—OLO a 0 x un Z a. III W I- F—m0Z F- Of N �Z W 00 �MzW M Z'Z U- N w N O�2z U°->- =QZ O Z U � OU O W � Z Z z w J " W N O C) LAST PLOT DATE Jul. 21, 22 z �O 1 ST & 2ND FLOOR J ELECTRICAL PLAN A i 1 1/2" FILLER v (V "v 0 M KITCHEN 1 /2" = 1 '-011 4" BACKSPLASH / / M G!1 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ X-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 5 OWNERIS�BATH 1 /2 - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O in rr'r�! !nn r�r�wwnur. n ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" Y T.O.M. ELEV AT 0'-0" 1 ST FLR FF R-30 INSL �v v cV P7 1" FILLER SHWR HD --,, PRE-FAB SHOWER PER BUILDER VALVE 4'-11" DOWNER'S�BATH 1/2 - 1 -0 12 UNIT '2382 A & K - BUILDING SECTION 3/ 16" = 1 '-0" (: D�1_/211 ITCHEN ISLAND - 11-011 (V co (V � C7 00 cV O M ce) HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER 7 BATH #2 1 /2" FOOTING SIZES AND RE -BAR L c 0 DKITCHEN 1 /2 - 11-011 SHvVR HD WALL PRE-FAB TUB PER BUILDER VALVE SPIGOT �I C T-4 1/2" 2'-9 1/2" 8 BATH #2 ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT V-0" _ 1 ST FLOOR FF 2X6 KNEE WALL TOP AT 34 1/2" 0 LOFT WIRE SHELF "HANSEN" BOX 220 VOLT r------ -----i r------ -----1 I 114 1/2" X 16" I I I DRYER VENT I :RECESS I I I I M I I I I I I I I I I I I I I I Fo 4 UTILITY 1 /2 - 1 -0 A' Ir 2 nr177 �v yII1TUAl Wkti`.r."w SSS' / Virtual ReviE".a' P�. Plans Revs ,� .nd ap, y `red for complia �c� wittz tr�� 1':I 1-0,h TO Edition by Debra AAnne Klahr PX2300 Ll PRE-ENGINEERED _RUSSES _ _ BRG WALL GARAGE �— SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'2382 A & K - FRONT SECTION 3/16" = 1'-0" CV (V O . r J LO 00 a ` A 05 F W 0 z s a ^vi > 0 M O W L '= �O u �� ti 5 jr- t o O 2 o T� o O � S a� Q c � p� .N u w Q� W 1` ri 70 Q ;0C a W (' W ow WOF- wIs w Q� J(n0 it UO0�O Q Q C_i =ao ZIX3:0220ol-QQ �OOWOaOm�CCnLZ U in �azYOz"pW� ; ~wwga5_wamu gZ a O00YQQ O U. CN Z W O� 0 F- M O Q � M � 2w F— W 00 Z U W W w� O J N N 0 CV N i O 0 NI W 'r.- 00 — 0 N 0 N 0 N N N O O N O N O N 0 N 0 N N N N N d7 N 00 O', 6 CO O A r- CV O M N 0 r- 0 C6 CD CD C6 T— 0 CO 0 1 •� N� >�NM14"LO(D 0 0 0 0 0 0 0 L Z Z —ZO W w LLI (n U > �-1 O V_ao 0 I_O a -0V1 OwHQ Q Zw H� '~11m0z �✓ Z _1 N OMO W i'2ZW } W m Z LL N w N.I OJ�Z Z w . . Z �¢p Z U L) g 0 W z a Z w W N o 0 LAST PLOT DATE Jul. 21, 22 Z�.i O INTERIOR J ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACn-D, CBA-A, OR CA-13 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 11 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 (11524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 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 R308A 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. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TR11-14. 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 PCIF 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 2xG BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR "I* = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-112 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CIENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2' C-1-P CONCRETE NOT EXPOSED: 1 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 11"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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 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 ANSIrTP1 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 W1 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSIF 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 1557-02EOI 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 I FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re-insl5ection and treatment contract renewal shall be provid6d. 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/s ,Trinkler systems includin� all risers and -0" of the building side wall. spray hea s shall not be installed wi hin V 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade s . hall 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 R318.11.3 - Boxed areas in concrete floors for subsequent installation of tra etc., shall be made with permanent metal or plastic forms. Permanent forms must 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-lbeRr3lm8ble5j� ncrete overpo and mortar along the foundation perimeter must e e7ore exterior sofftreatment. 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 R3;8.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscapi% and irrigation. Any soil disturbed after the vertical baMer is applied, shall be re ated, 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 pqrnplete 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) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8l' 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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. AUG 2 6 2022 VV\ V i Ft T 0 A L 1; �, 1; ! k Vd $1 S S I ' VirtuaiRevie,,v.t\s,-zc` Plans Rev,�_iv u,irl,,_ iF�,, � �-md ap� or Compliance v0n, Edition by Debra i-nrie- Klahr PX2300 N CNI N LO Co CID I U) z kRool LU 0 U.1 Ir 0 z V) a) LO E > 0- 0 0 C! U M -, ce) cn :) 0 �0 - C, U V) U -0 -0 J! % 4) E -E- - B co') 0 2-0, < < 6 2, ULU 0-:; M oo E cg:) C:) 7() @ CL C) W W LU 0 ui W C) Lu � W 0) Lu 2,_ 0 Of ��ezx z w 0:< 2;� < Q < 00 it ::) � 03:WWu_(.) LL-jo < () X W X Q 0 LL 0 z 2 0 9ZLL 200,-,Joz < Cl) 0 0 Cf Lu CL W r CC L:)Zowv5xr Z:D W > U) W W < 0 CL _j M 0 z y 0 z z u_ 0 W Q 17 U) 0 Z ILL -i < W W 0 '5 1 6 0 Lu 12- X 0 zg 0 0 0 LL < 0 < C:) 0 z 04 LU 0 F_ U) :5 U) b (00 F.: (y) 0 U) CY) r1_ Lq _j U) LL "t U) r- z < Lij .411f Lq F- W c1r) W CL -r-- 00 < >- z 0 z W L1.1 _j Q C:) mi CC) 04 04 C) C14 I r4. 04 I., C:) C:) 00 CN (0 T-- 00 T-- 0 N C) N C) C3 N C) N 0 N cl " C) " C) N C) N 6 N Ob 0 6 T- ob C:) A I- 6 M CN 4 d) 8) 6 (b 0 E2 LO 0 > 0 CD C� 0 co, C:) . --gr 0 . U-) 0 . (0 C:) . rl- LO'It I I 1 I Cr CO U) K Z z LD C) W LIJ U) LIJ � 5; 0 0 0 - Z) ZE 10 0 F_ �! < 0 �- a- W LO -0 V) 0 z It a- 1: W F- F- Of I.- it W ::) < 'r Do 0 9 M 2 LD F- b t w r1*4 Z �: -1 00 >- Of 2 W 0 Z X Z Z N W r"4 0 < :5 R z 2 < 0 IL >- W S2 z z z :C<0 z 0I -Y 0 1 13- 0 0 00 z SNO z z W W 0 CN C) LAST PLOT DATE > Jul. 21, 22 0 UCT URAL STR I _j DETAIL S THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING -t- t 16GAx1-1V'1" LONG �3`4%1` CROVVNj Ax 1 1 0, STAPLES COS" O.C. VERT BETWEEN f 16GAx1-1'2' LONG (3-4%1" C STUDS (NOTED THUS:-) - OFFSET PO�NN) STAPLEScv6" STAPLES BE7WEEN STUDS AS SHOWN 0,0. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL 1 REV. 09-14.21 SCALE: 14" V-0" EXCEEDS THE REQUIREMENTS FOR FOCIR 70.3.7.1 LATH' -ONLY APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1 /2" LONG (3/4"-1 " CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 109-01, TANK -LESS W/H STUB -OUT FOR -1 0 4 GAS METER 9 H C G 000 9 U, 6 L 8 LO MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2' X 4- @ 24" O.C. 61-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2- X 8- @ 24" O.C. 11 -01, (2) 16d TOENAILS 2- X 10" @ 24" O.C. 113-4- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'41 (1) SIMPSON HTS20 OR (3) 16d TOENA TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE . RIDGE LINE + + . . . . . . . . . . N . . . . . . . . . . . . . . I. + + 4 . . . . . . . . . b . . . . . . . . . . . . . . . . . . . . . . . . . . . C-0, .. . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . + + + + + + -4 + + + -0.1 (TYP.) + (TYP` 4-4- 4'-0" + +1 + 4 + + + + + + + + +++ + + _f + LA + + + +_ _f + 15/32" CDX _J + + + + + 4 + + + + PLYWOOD OR + + I I + . . . 7/16" OSB + . . . . . . + + . . . . . . + + + + + + + + + + 4 . . . . . . + + C? . . . . . . . . . . + + 4 . . . (0 + +/ . . . . + + + + + +7+ + + 4- + + + + + + + + + + + + +:++:+ + + + -i- -RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE"C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4" D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.C. EDGES & 8d RING SHANK NAILS @ 6' O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: I 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI%oist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL /F STD. 90* HOOK F BONDBEAM T1" ........ ........ ......... W STD. 90* CONT. #5 CONT. #5 BAR HOOK BAR 1. .. 1 11 .......... .......... A ... #5 CONT. .......... ... ...... FROM FOUNDATION TO HIGHEST F BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION I 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. SE CTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 21' min. I 2" gap " x. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" . 6-16 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher th;;n i.qnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below. - w k consideration. Check local building code for appropriate 116" details in One 1 Od box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I IqP.T' (Ind) nnik;it 6" n r. Q� Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL N.T.S. MINIMUM SPACING 2x GREATEST CKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (se, _\r:� _ (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 314 or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc' Whe 1314 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 0-1-0 -�(o Q r% 6 666 It A ROUND HOLE MAY DO NOT CUT HOLES BE CUT ANYWHERE IN 6"1 16" LARGER THAN CANTILEVER THE WEB. PROVIDE AT IND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2 I Round-Ho-le0lianneter Ain_�_� 13 14 15 16 17 18 18.875 110 Ill 112 113 Rectangular Hole Side (in) 2 3 6 6 8 9 10 Any 16" joist Span (11) 8 V-0" l'-V' V-2" 1 �-3. V-3" V-7" 1�-111" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" I'-1" V-2" V-2" V-3" V-9" 2':�F 2'-11" 3'-7" 4'-2- 4'-9" 54" 16 1 '-0" 1'- 1 " V-2" 1'-2'* V-7" T-5" T-2" T-10" 4'-9" 5'-7 6'4" 7�-2" 20 V-0" V-1 " V-2" V-2" 2'-0" 31-01, 4 '_.0' 1 4'- 10" 1- 11 6'- 1 1�1 7--11" 81-11" 124 - J-T�Tl 11-1 11 11--2" 1 1'-3" 1 2'-5" 1 3'-7" 4'-9" 15'-10" 1 7'-2" 1 91-v F�7�t 10- �_q 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2"KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (112" 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 stiffeners are not required when top eb sti ner as required if hanger flange is laterally supported by joist h nger. doesn't meet height If requirements 7. i 0.6 X Joist depth / " L I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000s@ 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5--gd- BCI 6000so-i-1-7/8' BCl 6500se 9-1/2" 2-8d 2-8d 2-8d 3-8d T:i�� 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7181, 3-16d 3-16d 14" 5-16d I 5-16d d 6-16d SIMPSC w/ (22) NAILS I 5/8"0 BOLT THRU SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION = NEM 'A SLEEVE THRU STEM-' SEE PLAN F -OR FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN t-vu trimorz,4 rvu 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 (WHEN 110A SIMPSON H10A x1l REQUIRED) /2' w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED @ PIPE J /- PVC OR SCH40 SLEEVE PENETRATION 4 .4 0. A A -171 _R1 �Ja 6.1 -4 - GRADE —11 F SEE FND. PLN. SIZE&REINF.I. 12- BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE A /E_ I L A _/ 0, $'A.' ' ----- ------- r ---------- A 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 A4. - - - - 4 h/ 4 d 4 4/1 TF 4 ill - Je4 SEE FND. PLN. SIZE & REINF. AUG "IFtTUAL 94�11 aview Virtual R ap ' a d plans Rev . few GIL"'11,1171 _IF.,,.j an FB, 7th liance with tt.e_ 20"ZO for COMP Debra Anne Klahr P)(2300 Ediflon by C11 C14 r- Ln Co 1J) C21 LO A RV00 I z W 0 0 W W 0 z < I V) (D4) L 0 ',o' E > 0 r, 0 a) 6. �0 11 U >, z. 5 4-Z M V) U -010 2 M C: E -= 2 8) (D Z) 0 00 75 E: < C u < Ci q U l_U 0-- 04 cO E C'i LD) 70 C) rz, C3 �0 6 W W W - . W ui W P w !2 w n2o uJ l- < X _J X � �e z X 0 r� 2 3: w W -J<O< < 00_,0 D - U_ 0 LL z < 11-- 0 1- 0) (n < CY X -3 M 0 z 2 0 Q 0 CY (n X 9 0z - 0- ZE 0 0 -0 Z 0 0 z Z 0 U) 0 0 z W 55 W LU V5 X W a- > z W 0 F_ z ILL X � 5- 0 uJ Y z 0 _J < < z;5 W z Z) < 0 W 0 o- a. U_ <1, 0 W 2 F- l- W i3 0 < U_ 0 U_ 0 C) 04 z LU U) Z) > C) co C:) cr) C) z U) Cf) I*-- < L0 _J U) LL. (n I z < ILIJ < U� F- 0� a. cy) jj� a- 2 - 00 < >- < Z 0 F- z W 0 (D C14 C%J 0 C14 00 I 1 11 11 CN (D 00 C) C14 C) C%j C%j C14 C%J C) C) C\I C) 04 c) 04 CD C14 C:) 04 C) 04 ' C) 04 6 N c6 0 Lh ob C) c; C14 6 M CN 4 0 1 1 0 C) 6 11 C) (b C) 0 Z Lo W >1 C) C) C141 0 cl; 0 41 0 L6 CD (61 0 N: LO "Cl- I 1 Cr CO U) Z Z z LD -6-0 W W U) W r 5; 0 4_0 0 L) - Z) R 0 0 > < 0 ;.- CL UVW) _0 -0 0 Of UJ M a- M: < W F- Z Of I.- W D ca 0 z (Do z W C**4 — Z 3: _J 00 < UJ 0 Ify) z af Z Z u- W 0. < z W Cf) Z U) z - < z 0 z () :5 0 0 z z z W _J W N C14 LAST PLOT DATE >(=) Jul. 21, 22 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020YRESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24' O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) METAL PL. UNDER EA. TRUSS VARIES MOISTURE BARRIER SHINGLE ROOF 7/16"0 * S * B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES / INSULATION BAFFLE - ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 1\1 N 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE"X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8 8"X16" KNOCK -OUT x 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 lx2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) 10= __---ARCHITECTURAL FINISH lx2 FIT WD FURRING @ 24' O.C. 2� (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WA LLBOARD I (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) lx4 P.T. BASE NAILER cf) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARY PER =Lu Cl MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 :z WlAXW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E1-T 11 --- hK!0 co M :- 0? 6 MIL VAPOR �r:;; 2� BARRIER t> t) COMP. SOIL. --L (COMPACTED TO 95% ii-L \-NOTE: EXTEND DECO FINISH MODIFIED PROCTOR J. 4" to 6" BELOW GRADE ASTM D 1557) (2) #5 REBAR CONT 3.1 MIN. CLR. ON 3" CHAIRS TYIP 1-4- (1 STORY) STD. 90 HOOK U.N.C. 4" V-8" (2 ST?!Y�) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ __j 4. ;0 4 1111 SEE AIS3 OR J/S6 ---I =7 FOR REINF. INFO. 3" MIN. CLEARANCE 1 � 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-8- (2 STOR)') GARAGE DOOR SLAB RECESS 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) .112" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� APPLICABLE. c IT .1 /4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE - E - 6 x 6 W1.4 x W1.4 Q ce) WWF OR FIBERMESH 8" --4" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 rG G 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=l'-0" 2x S.P.F. S A 4=:= -:� LOADBEARINGOR "-- EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR It #5 VERT. IN FILLED CELL 04 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS CN 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL---,, 11 :2� FOOTING MONO SHOWN 00 FOR CLARITY IT I F11 A ;2� D, NOTE: :Fl =I I *FOR BEARING WALL �2 UP E-11', W/ UPLIFT ONLY 11 FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 11-0 �, �3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---\ 1 A A GRADE 00 �l I I=wH = = I= lEI I I . 11 Nh' IL 1) #5 REBAR w/ OPT. )CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" -O.H.D. RECESS E, w cl:: 'A 4" 0? SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4- (1 STORY) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD. 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 3/8" MORTAR BETWEEN SLAB & BLOCK 5/8"OR 1/2" HIGH STRENGTH --TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %I' GYP. TYPE -X" @ BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"* x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS 20/16" PLATE WASHER (TYP.) (ALT: 1/2"02" TITEN HD @ 24" 2x P.T. BOTTOM PLATE F2 O.C. OR 5/8"xl O'WEDGE ANCHOR P x 6 W1.4 x W1.4 @ 24" O.C.) 2" V WWF OR FIBERMESH 3 1/2" MIN. L a "r ":7 1/2"(min.)- 4" jrj�� I 1�� I I lj� 00 p I [::p 1 3 1/2"(min.). - 4 I V-1, (2) #5 CONT 41, 11411 8. 1 U.N.O. MIN. TYPICAL BEARING WALL STEP (d) SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SCAI P: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 20/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl2"TITEN HD @ 24" O.C. OR 5/8"xlO'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 112" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0' (R302.1 1) -4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FIBERMESH ;0 1/2"(min..) - �(3 M, (2) #5 CONT. 4" '4 0 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 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. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL @ K.O. BLOCK SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS '-#3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE 1> [GRADE 60 MIN. Fy= 60ksi] 0. TTT . . . -4 . FINISH GRADE 00 M MIN. LAP] cl) 25" MIN. LAP [30 It j OP ii!w AAA ---- ---- ---- 6 MIL VAPOR B RRIEff R 17/8' #5 REINFORCING BAR 04 05 1 AP.qPl IrF COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) It 11 4" 1'4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-O" SLAB INFORMATION. P.T. 2x 0.01, - I I --j < ..*j 'A CONCRETE NAILS IN 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) C? E= M 6 MIL VAPOR BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB - CONT, BEAD SEALAI INTERIOR CONCRETE S E S3 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.C. W/ DRYWALL SCREWS @ 8"O.C. ........... INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 4' WWF OR FIBERMESH 6 x 6 W1.4 x W1.4 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=l'-0" K S3, SCALE: 3/4"=l'-0" SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR I. BOLTS 6" MAX FROM END OF 2" x PLATE w CL UB= a. j> R IF �M\ REBAR DETAILS F� SCALE: N.T.S. �3 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUS§ TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR x & LAYOUT DESIGN TOP OF BEAM SEE ROOF PL -AN (2) HTS20 FOR STRUCTURA L BEAM SIZE & CONNECTION INFO 20 P.T. PLATE 7/16" O.S.B. COLUMN LOCAI ION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING (D W 0 SCHEDULE cr w SEE PLAN FOR STRUCTURAL JI w COLUMN SIZE AND BASE Z5 UJI w CONNECTION INFO. SECURE 2 4 P T BTM PLATE x . . . SEE DETAIL 16/Dl FOR wl 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL I M- O.C. ATTACHMENTS & 18/Dl FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 0'-0" FIN. FLR./ik (2) #5 CONT.-f 8., ON 3- CHAIRSL (TYP.) 1'4' 1/2"(min 4" - CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIDE IF A 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) & 6 x 6 W1.4 x W1.4 - r- - cr WWF OR FIBERMESH A v Wl� Ul. 0 8' TYPICAL INTERIOR BEARING WALL W/ UPLIFT K�G SCALE: 3/4"=l'-0" 11/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS SwG.D. ��M SCALE: 3/4"=l'-0" '\�S 3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. CONT. FOOTING STEEL cv) GRADE '4- A LLJ Tit D 2 w CL 0 0 w(n uj �j z A* w PA.. :.4 w OOTING -J 0 BEYOND PAD REINFORCEMENT! - I III I 1=1 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N� SCALE: N.T.S. �3 AUG 2 V \�) A, ,IRTUAL RFl,'LA( ASSIS- 11 rtuai Review �-.cQ ��,Sl 'C 10. ad Pians Pevit:vv if-,. and ap�-' for compilance voth tt,c: 2.�'02�0 FB--" 7th '-dition by Debra Klahr PX2300 C14 o 04 to cio to z w 0 z < 0 4) a) LO E > or� 0 Q) 1. -= 0- 0 M -, In 1. V) C3 U cl) U -070 0 '0) c: W E 2- ' 0 U-E a < () I� a) < "q ci U Lu C)-!;j 0o E" 7()1`- 60 c �2 cx -u w w W uj LIJ w Ill �0- �2-j w � 0 w2j.-O ci:gyzw z 4, 0 0, 0 w 0 < 0 I-- F- Z) -j (0 0 <ax- 0: D 0 ou)crgz' - 0 0 w u- 0 -1 01220cli.--j- f2ooc'50z ZZ) 0 0 U) 0 z 0)wcLwv5zwwv5w 5- > z 0- < 0 W ,C 0 z u- w -j z 0 W 0 wz,,, a. u- Ow Ow < E5 Z w < < u- 0 u c:) c:) z LLJ LD cn > U) p M c) Ce) p LO U) ILL 2 U) I zF- < LLJ < Lq W 0- 00 z z w c:) CD w 04 04 0 N C%4 N CD w 0 C) C) 0 o 04 C) C14 0 C-4 0 c%4 0 c-4 0 C-4 0 C-4 & CN cb C) Lh ob A I-1 04 6 M N 4 -, C) C) I I (0 0 cn Lo > (N M qq Lo CD Lo I cr 00 U) Z Z - z 2 10 4-0 w W 0) w �- 5; 0 F- < W U 0 a- 1: W Z Of F- ca 0 1: 0 �- z 0 F- W - Z 00 Of 5. >- < 111 0 zo Z M 13- z z u- Nw 0 < < I- -j 2 z < III >- U) Z z z z 0 0 0 z z z w -j w LAST PLOTDATE >C) Jul. 21, 22 z 0 STRUCTURAL DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION 'OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" ES VARI O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 ��Typ) SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W1 (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d J1 \ NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX :_/z W/ 8" EMBEDMENT r 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. : /) = AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD.90AHOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS BLOCKING (TYP.) V-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 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 �A SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B S4 KNOCK-OUT— )#5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT E!!!!T '-WAR NMI 0 0 N' of MEN 111111111111 MEN NEI MEN NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD- BLOCK WALL ABOVE. SCRAP MATERIAL-\ 0 FORM CREATES CONCRETE RECESS TO 2x (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM. DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET 1'. - .. SH SEE TROWEL FINIS GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK I SLOPE FORWARD ................ . . . ............ CONNECTION ASSEMBLY :--- - * '"* FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF ...... ......... GARAGE DOOR ........ MOUNTING BASE DETAIL SCALE: N.T.S. 4 . 9 - . .' . . . SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM Cw MOI INTING R E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED rp FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" INTERIOR WALL EXTERIOR WALL 1STCOURSE 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. MASONRYLAYOUT (2� SCALE: N.T.S. Z 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J_BOLT TRACK BRACKET FOP I 1ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. 1\ �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1)LSTA30 �9 1 =6' (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 M O S w ( ) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER - EXTERIOR HEADERS: 10d NAILS @ ONLY (1) 2x SILL PLATE W/ (2) O/c TYP. 12d TOENAILS DOUBLE 2x ---------- * OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE wl SIMPSON TYPICAL (U.N.0 . LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24' O/C UPLIFT CONNECTOR (SEE (TYP.) SEE ELEV. 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 BARRN� SIMPSON SP2 w/ (12) 1 Od 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) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) wl MIN. 4- EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W1 GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK .1. A. SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24' O.C. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 10d @ 3- O.C. (14 >.S�PLICE NAILS TOTAL) EA. SIDE OF SPI 4,9* SPLICE STAGGERED 1 Od @ 8" O/C L ATTACH ALL V EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BO OM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LEIS � �4 SIMPSON SIMPSON SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /--2X P.T. Al PLATE MPSON SP4 TRANSOM FRAMING SEE SECTION ANS1 AND BB/Sl FOR ADDITIONAL DETAILS 4 "1. SIMPSON SP4 \-NAILED INTO 01 TRANSOM TRANSOM NG FRAMING FRAMI SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS A N )G �1' AISJ TAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON RECESS Z11 SP4 SIMPSON spi SIMPSON RECESS M ON� SP4 LINTEL SP4 SIMPSON spi SIMPSON SP4 AU5 2 6 VIRTUAL ME iL'�O "StS. Virtuai P Pians Review ?nd app"o\ied iiance with FBil" 7th for comp, Edition by Debra Anne Klahr PX2300 LRUSS BOTTOM CHORD OR 2x4 T' BLOCKING W/ 2-16d TOE NAILS @ EACH END Lu U) 2x TOP PLATEJ V2-16d NAILS @ 24- O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P,A.F, NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12' O.C. STAGGERED FROM BOT. SEE A/S3 FOR-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL SCALE: N.T.S. � �4 SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od 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) (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT A 2X8 P.T. BOTTOM P TE 5/8"yl 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 - 4 1 FL_ 2X8 P.T. BOTTOM PLATE 5/8"00""J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER B0170M PLATE) ROOFTRUSSABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED @ 2'-0" O.C� -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED A I I -. ?M 1"q k*Ti -PLYWOOD FASTENED TO TRUSSES LS @ 4- Z— PLYWOOD WITH 8d COMMON WIRE NAI O/CBOUNDARIES 6"O/CEDGES SHEATHING & 8" O/C FIELD o o I 9 SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE �—PLYWOIOD SP8 FOR 2x8 WALL) o SHEATHING SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- 0 5/8'X1 0" J-BOLTS @ 24" O.C. SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8"DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 7. W, 04 0 J E10'' "Nk L0 00 L0 z w 0 w z V) 4) 0 E 0 0 -0 c! u C) cv) Ir, i C") CA no= 4- D C'5 u c" U -0-0 C: 4) E --- 2 Z5 2 D = -02 < c () < Ij U uj Cl 2) cc) E c 0 7() rz, C3 70 00 CL -a w w w (.9 w 0 Ld C6 ui 0 w w wm` z �-- :< —1 w 9 z w w 0 < < of =) - _j 03:X LLQ00'_j0 < x CO x uz) 0 < < :D I-- 0 F- 0 cy 0 2 Q 0 Z U- ILL. a cn X Roo-cjacz < wo 0 (j) W EL 05 Z W55w zm�2 w ILL! �_ L.L it < 0 _j C3 0 LL z z _j � a- z y a z 0 W C) a- J M wz < 2 L) ow 0 W �ez LIL. < 0 <..� u- F_ 0 c:) z 0 U) p, > U) c) (0 c:) 0 L_: Ice) 0 I cy) 1�_ W L6 _j a- W m U) z < w < LO w vi a- T- < >- oo z 0 3: wz 0 c:) mi (0 04 04 C) 04 rl� c\1 C:) 0 00 N co 00 CD 04 CD 04 C) 04 - 04 - 04 C) C) C*4 C) C-4 jo c� CD c� 0 c� 0 c� 0 (N & C14 ob CD Lo 00 C) A 04 6 Cf) 4 C) 11 C) CD I 0 I , C) (b C) 0 LO > C4 0 cvi 0 0 L01 0 (0, 0 "It I I i CO U) Z z 2 C) w LIJ co w u cy) 0 �_ < 0 � a- -0 0 Ix W 2 0- m LO -0 z LU F-< ir I.- uj Z) ca 0 F- X Z 0!z uj Z 3: 00 Of >- Of < w 0 2 Z W Z Z LL f**4 w 0:5 F- 2 z V_ < Q_ w z z < z z F_ 0 0 0 0 < z z LLJ _j W 04 04 0 ON! C) LAST PLOT DATE @ a ' Jul. 21, 22 z 0 STRIUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16- O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ (2) 16d NAILS 7 IF >9" SEE 10/S6 UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAI L w/ (2) 16d NAILS 45*± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" UNSUPPORTED AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 I BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45* SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER KI�OKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4 _0 C& @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE 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 wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Cd & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 10d I GYPSUM WALLBOARD GABLE TRUSS [��1/2" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12"O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/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 1 O/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 /x /_ SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/161, OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS � . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T'ON TOP OF PANEL BLOCKING;�' 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED 2x4 "T" ON TOP OF PANEL @ 48- O.C. FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 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 META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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 r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. '\. �5 TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16' O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEESTRUCTURAL— CHORD BLOCKING ;0 NOTES AND NAILING x x INFORMATION CID 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl,:y (2) 16d NAILS -WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT W/ (3) It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSSSPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207', L = 4 1/2') OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS Fl� -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I I (SPACE AS SHOWN FOR 3-PLY) -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION r3 SCALE: N.T.S. �, �5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W1 10d NAILS @ 6" O.C. E O.C. FIELD JACK TRUSS EE PLAN FOR ._!%J��SCONNECTION OF THE LAST LAMINATION 2x4 "T"ON TOP OF PAKIE EXT. WALL CONN. @ 3) 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/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 ADDITIONAL INFORMATION. SCALE: N.T.S. 1\ �5 SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" tSH SCHEDULE ITTACHMENT 2 SYP BLKG @ 16" O.C. J x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V 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 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12' O.C. FIELD 2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24�%. C SIMPSON SP2 w/ (112) 1 Od DBL. TOP PLATE NAILS AT EACH STUD , 1 STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA 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) BRACING w/ (3) 10d x 3" AT \\EACH CONN. @ 24' O/C -MOISTURE BARRIER _BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2'x4" (U.N.O.) "L" BRACE 2"x6"(U.N.O.) 1" BRACE 24" 010" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) '-STUDS @ 16" D.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Er w 0 Er CORNERJACK LU z Er 0 HIP FRAMING REFERENCE PLAN z w 2x4 BLOCKING-,,""" --2x4'T'BLOCKING 16d NAIL @ 481, O.C. "L" BRAC E ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL v V GABLE TRUSS WE DOUBLE "L" BRACING DETAIL SCALE: N.T.S. 2x4"T" BLOCKING 2x4 BLOCKING @ 48"O.C. 4L "L" BRACE ATTACHED ---16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKI NG @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD 13RACING 2X4 MIN, Li q M1L M MM 11111 1111111� � cl: NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED /BOTTOM CHORD GABLE END BRACINC 2) T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (" L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W1 DROP CEILING BRACING DETAIL MIEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AUG VIRTUAL w 0, SS I S' Virtua; Rav iew and 8PPrc Plans RevIeW G 7th for compliance with tj te 202, _,0 F B � Edition by Debra Anne Klahr PX2300 C14 04 0 C14 24 V j E, 00 z Lu :c 0 Uj z U-) E 0 08 4) L. '0 -5, M "Z Gi CY) C-4 mom Ln C6 ZD) C3 - U M V) U '03 C: E OM 2 _g 00 75 U_ 8 0 < < d'q LU C OCO:> E �v2 — �- CL LU Uj (!) LLI w LU U3 w 0 w _j 0: _j < 0 w w 2 R '0'- w < z of z <W��00 0 w U_ 0 U_ _j 0� < 0 0) <0x_j Q� D 0 Z U_ U_ 9 a) 0 Z 2 0 I._;� FE 0 0 z Z) 0 0 0 0 z a(nwLuo 0 0 0 9 _>v56w�w_0w'w<0N _j( aozyc3zz W<FO z 5 w z 0 W L) (L a- LL. J�< 0 w wamo < U_ < 0 < LL C:) z LLJ 9 P 4.1 > U) p (0 0 0 �� M 0 z < U) CO P-- _j M U) z < w < LO (r 0- cri < >- oo Z z w w _j Q C:) (0 C14 CN C:) C14 r1L C14 11 C) o6 (D v- 00 v- 0 04 C) 04 0 " C14 04 0 0 N I 0 N I 0 CNI I 0 CN 0 CA 0 CN I 0 CN I 0) �4 co 9 Lo ob 9 A v- C14 C) Cn 4 C) C) CD C5 6 c:, (6 0 0 N Lo >4) C) C) C) 0 4 0 CD C) CN. Cn. Ui (6 r': ,it Cr CO U) Z z Q 0 w U) w w 0 5: 0 0 0 00-0 0 LO -0 V) 0 X W 5 a. = z W F- L_ < z IX �- jx w Z) 1.— Ir 000-2 F- = Z F- 0 W z 3: 00 w 0 Z X Z Z ILL 0-4 w 0 < < F- A 2 Z 2 < (L) 0- >- w 0) z z z < 0 z 0 :5 00 0 z z z w C14 0 N LAST PLOTDATE @ > Jul. 21, 22 0 STRUCTURAL DETAILS 12 ZZ7 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8"OR 1/2"HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8"O/C WALLS 1/2" GYP WEI DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTIM TYPE 11 OR ASTM D4869 TYPE Ill OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE Ill OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION .(2020YRESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO - SHINGLE ROOF 15/32"CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS lx2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL M NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO LU a LU 16" O.C. 2X S.P.F. STUDS 0 m W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD 3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d J F- j W LAYER 1/8"THICK. COMMON @ 6" O/C EDGES AND 12' O.C. FIELD INSULATION PER uj 1/2"GYP. W13 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 :5 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ I FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;,lo S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �PER 0 OR FELT 7PLAN PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8- GYP. TYPE "X"@ GARAGE ONLY) W/ 13/8 : DRYWALL NAILS OR DRYWALL SCREWS 7 01C CEILING & 8'O/C WALLS —STD. 90TA00K (SEE DETAIL) \�:_8"x8"X`16"CONC. 1/2"GYP WB; KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: P SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1 x WD FURRING @ 24"0.1 BASEBOARD MIN. 2500 PSI CONC. SLAF MIN. PSI MAY VARY PER MUNICIPALI E 04 Tj_m 4 1 6x6 Wl.4xWl.4 WWF OR FIBERMESH FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ",--STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) 4" W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4.=j,_0 C' SIMPSON LSTA24 STRAP wt (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x 1 1/2"NAILS @ 24' O.C. 1 st FLOOR SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10dxl 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP= 928 PLF SHEARCAP= 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST SCALE: N.T.S. S6 SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES:*USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOISTFOR SHEAR WALL ONLY. -7 CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTIONJ/S6 DECKING-\ ATTACHEDWALLSHEATHING IllTO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2ROWSSTAGGERED i FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS I I SEE FRAMING C*�] I ---WEEP SCREED PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48" \\-SIMPSON HETA20 wl (8) 10dxl 1/2" O/C FOR THE 1 ST 2' -O"OF NAILS @ 24" O.C. INTO TRUSS END WALLW/ (2)1 Odx3" @EA. BLOCKING& MIN. 4" EMBEDMENT END INTO 2" 4"BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION j/"R I PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEETYP.2-STORY WALL SECTION \, �sl FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 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 WEEPSCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"= -0. ��SIIS FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRYBELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) 0_� SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION � (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:S 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE — SEE SHEATHING SPECS ON FLOOR -1/2"GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH (3) #5 CONT. ON 3" CHAIRW/3"MIN. MidMid ME 17 q� F8" l'-8" 1 8" 1 CLEARANCE -STORY FRAME SECTION INTERIOR 2 rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w Ly 0 0 co 15/32'OSB EXPOSURE1 SHEATHING r -x _x PROVIDE BLOCKING AS REQUIRED PER F ItR o SECTION X-X IF -wi NOT FULL HEIGHT SHEET- c Z I I G FLOOR SYST M i (2)- 2x TOP PLATE BEYOND 1 :-15132"OSB EXPOSUREI F- w SHEATHING w SOLID 2x BLOCKING @ ALL Q1, SHEATHING 0 EDGES(SEE OPENING I i SECTION X-X) w L) _x rr!g 2x STUDS w BEYOND. U) SEE PLAN 11 1��, __ I Y I \-2x4 P.T. BASE \_�FIORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3M' "S"= NAIL 3/8" SPACING J 1/2" s 12 S S S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS Sl IALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16' FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED FOR SHEATHING SECTION X-X 44, 2x CRIPPLES@ - 16- O.C. W/ (2) 12d TOENAILS T/13 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)j- SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 9 NAIL AT BASE 2 ROWS @ 4' D.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- D.C. W/ 8d COMMON NAIL LL X NAIL OPENING PERIMETER wl (2) ROWS @ 4- D.C. W/ 8d CONIMC F 0 @ NAIL INTERIOR AT 6- D.C. wl 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & ISLAIL @ 4"O.C. W/ 8d COMMON NAIL a lui uj 0 L PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEAD 0 ER w/ 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. U) U. @ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR 0 VERTICAL N Lu 20 MEMBER IF GABLE END LL X U. Z_ (n NOTE: " " f . 8d NAILS FOR WALL SHEATHING MUST BE MIN.1 31 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN A". WALL SHEATHING INSTALL. rc & NAILING SCHED. �6 REVISION 12-7-2020 1 Od NAILS @ BOX HEADER 8"O/CTYP. DOUBLE 2x ONLY ;TU CRIPPLE S Di .0.) TYPICAL (U.N.1 11.) _ I 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER L SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTER;OR HEADER: (1) 2x SILLPLATE W/ (2) 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILLPLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE 2x STUDSTYP. P.T. BOT. PLATE ?/0, FLOOR TRUSS RFAM SEE PLAN FOR REQUIRED -- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR I-r% A lk Ar- IAIA I I I ir- A r%r-r-% r%r--rA If (2) ROWS OF 2x BLOCKING AT THIRD POINTS \ 11 5/8"DIA- x 1 0""J" BOLT W1 8" EMBEDMENT @ 24- O.C. W/ 2-DIA. x 3116"PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 Wl.4xWI.4 !�r WWFOR FIBERMESH 4' cl) M I —11 IH J�AA A HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END l-4' (1) (2) (1) (2) (1)LSTA30 4'-g' (2) (3) (2) (2) (1)LSTA30 9-16' (3) (3) T2) (3)7 (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 SP 1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE c? 9 (3) # 5 REBAR ON Y CHAIR 4' V-800 W/3" MIN. CLEARANCE ALTERNATE FOOTING v K�v @ WOOD 1 ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. AUG 2 VR/\ VIRTUAL ASSIS' Virtuai Pians Pevi e,!v u, I Tl'�_ r., J' n d a p ed for cornplianc�_ witl I tr-t! 20 F8 ih Fditlon by Debra jmt- Klahr PX2,"\'._)0 ON! 04 a 04 v LO co Lo *k z ULI 0 LLI z V) a) LO E 0 0 -40 U M 4i cy) C%4 C-i C3 V) 0 % E �c 8 0 u 0 u- 8 0 c ci U D_ E .5 a) '00 I-,-, C70L w Lu W Ld LLI I.- W � W W� 0 I-_ w -1 wg zx z 01 <m< < �e 0 0 =) -A 03t w u- C) 0 LL < C) - cn <OX--Jzuw Q 0 9 - i, 00) !2zo(roomcz- W it W V) _02200 _:;�P Si I- � < W-W ZH2 a 0 cf) 0 0 z U) z - � 8 - I.- % W�Qzw I._u)U_w<0 -i Z z0wq0Q- LL <0w ml�-cl) �_ 0 W 0 m < mw2i < Ei U_ 0 1 0 c:) CN z w (D) E5 p'. > U) (0 C:� Es 0 cy) 11- zcy) < U) Q_ (n _j u� u) zX w < Lq cL cy) Q_ T- oo z 0 3: wz w 0 mi c%j 04 0 04 lr-� 04 C) 0 o6 (0 00 v-- 0 CN 0 C14 0 Cq 04 C14 CD CD 04 0 C14 0 04 C) C,4 C) c,4 0 04 0 CN 6 C�l cb 9 6 - Ob 9 A 11 04 I 6 Cv) I '-t 0 -r-- C:) & 0 C) 0 — 0 CD 0 i� 0 U*) 4)1 > C) I I C�l 't c� ql ql ,-: N ce) U-) co r-- qct cr co Z Z z 0 -1-4 w 0 W U) W 5; 6_01 0 0 0 0 < o- W -0 -0 Oaf Z (L Z: w < 0 w 9r. �_ ca 0 -2 :E z 0 r114 z 3: _j w 0 Z W rt4l) Z Z u- w 4 0 < �_ :5 m z 2 a- >_ w SQ z U) z z 0 z 0 :5 z S6 z z w _J w 0 c-q N LAST PLOT DATE @ >C) Jul. 21, 22 Z 0 STRUQ:TURAL DETAILS -MONO x DOOR JAMB (REFER 1 x4 /2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL P.T. F1 - TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. x4 �N 1 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0) FURRING TAPCONS TAPCON. INTO STAGGERED @ 116"191" BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. PER MANUFACTURE 1 "DETAIL MASONRYTHROUGH 1-1/211 DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER-\ TO PRODUCT N APPROVAL FOR CONN. 3/16"x 3 -1/2" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16"x 3-1/2" 7�/ TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. ,,, " 2 T A."� 14r:r x 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 W1 1/4"x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2x845 A DIAGONAL (4) 1 Od NAILS INTO BRACE(S) 7/16"OSB 2 x 8 BRACE/ BLKG. R BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FO 17S SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHOR--/ \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSI3 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 SCALE: N.T.S. 21-0" SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 1/4 UMTVVMLL TO PRODUCT APPROVAL FOR CONN. 1 X 4 FURRING (2) ROWS 3/16"x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 1ki FROM EACH END w/ MIN. JY2 1X8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12' O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. N - 1x4 1/2"DRYWALL 1x4 2x8 P.T. w/ (2) ROWS 3/16' x 3-1/2"TAPCON @ 16" 1x4 O.C. & 4" FROM EACH pil/2"DF FURRING END w/ MIN. 2" EDGE DIST). ATTACH SECOND PLY W/ (2) ROWS 1 Odx3" 2x8 STAGGERED @ 12" O.C. 1-11,411 nl=TAII —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4"TAPCON (1 1/4' MIN. B-B EMBEDMENT INTO /4"MAX 2'-0' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN, VERT. BRACES WHEN HGT. OF tO BRACE EXCEEDS 24" *ON B T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) -------- I � ULATION )WS INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL 6;_ TO FIT ARCH CONNECT W1 f-T 8d NAILS ""-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL INSTALL WDW, SCREW—_,_� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. \,._Iis� 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 RER (TYP3 STD. 90' HOOK (I -1 11 'L' 0/9' 1�1 ±5A L NOTCH WEB AT FIRST 2 COURSI ,AVAt-I M0 9 1-UN I Z) I KAt' 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4-x2 1/4- TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 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 LL (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 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: -7 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. 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. IV SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. ATTHIS .11' 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4"= V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W " W , M , AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITI N TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. P. GRADE A* A,:, . 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 6R YP.) rHE :S I IKIAt%r%C:nrA0I r_ 1KICIrAt 11rinKI FILLED CELL INSTALLATION It H SCALE: N.T.S. � SS SEE ARCH PLAN AND PRE-ENG 3 TRUSS DESIGN bFEi Nul I r HELC�V .'x SUB FASCIA ALUM DRIP EDGE E F! C, WALL T PE ALUM FASCIA PF�, PIAN 1 1 314"TRIM PAINTED SS NAIL W 5116" HEAD F �'HAI,,%F'. -4 DIA (a "4'* 0 C FASTENED PER I W)TF 2 RFI OW C XINT VENTED 0; SOLID SOFFIT CONT2X4r NAILED TO -J L 2x BLOCKING NAILED TD 70r BLOCKING w� 2-12d NAILS CHORD EVERY OTHER TRUSS W?-12d NAILS, TYP. (I 1. G.CJ BUILDER TO VERIFYIPROVIDE SOFFIT MATERIAL SPAN k.;APACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADENNG LISTED �N THE r�RI'ERIA C 14 SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL (PER AL+,H.A ALU."J INC F!-** I 1�9-14 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: i"LlU v,,'7 NAIL.0�iTDIA�'.jv 24" O.C_,a� MIN. EMBEDMENT WOOD w� (3) 16 GA_ 314"x �4` CROWN STAPLES @ 24"' MAX. 0-C. IN DIA110 ND PATTERN 4) F� (-;H (';ROOVF oUb FA,'-jGIA Wi I 1�0 1�iA ,i4 x I t4 1*,,;R(AVr1J '.S 1AP A STRUCTURAL SOFFIT SF01 -SCALE, 314"- 11-0" FOR ALUNNUM SOFFITS �VITH SPANS I qFV 1141:):�2c?l I'4"'� 1NRTAtL MIDISPANBILGICYINGPER I HF -�0F F � I F! PA N-STALLATION (',Rl TFRIA '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. 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + + 7& PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP ....... .. . .. 7 EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL --/ % SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO _j__At` CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION rm_�� SCALE: 3/4"= V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR WE-- MSTAM STRAP -QrAi r vA QCC 42LJCCT M Alkin z 0 U_ 0 w 0 2'x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" D.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 8d @ 4- O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND - SIMPSON HGAM10KTA @ 12' O,C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4'X2 3/4- TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. f . OVERHANG" RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314"TO 11/2" FNOTE- FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECID. 11-011 51-13" N,16111 A*, gg� A . 4 -'--#5 BAR CENTERED W/ IN TOP KNOCKOUT/ CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT ffTANDARD g(T HOOK #5 BAR IN FILLED CEL sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER 0": RECORD FOR ADDITiONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2') #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I i EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'1 CONIC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. bUALL: N. I.b. 4G -�,f 6 IOU VIRTUAL EVILIN ASS'%7 virtuai Revie'�V �ved C,k_,111..Arl'� '! �lnd aPV, plans 7th for compliance with tI le 20 C) V�dition by Debra 4nne Klahr PX2300 C14 C14 0 V i C,4 04 j LO 0 00 Lr) z U.1 0 V) a) LO 1u; E > 0N 0 *C '.0 11 0 MN M C4 s �j 4- (3 V) U -0 70- EL-- - :E :D 0 2 75 U: 8 R u .P:E ci V) U w C)L N "' c: a) I`0 E C'i .0) 0 rz, CL 'a v w W LLi W W� w W200 w z w z �052 00 0 -JU)O LL- ax J w Q 0 a 0) cr zo Uz- ou- W Qzmoc�_ R IS 0 z =01 1 0 0 wo Z q V5 W Wr�p %Ozy0,tzzOw00M w < 55- V5 C LLE , w CL LL LLJ 8 cr < LL < 0 LL C:) C:) z 04 w 0 T) =5 r, > U) q CD C) I.-: cy) 0 u) Ct) I'*- Lq _j LL It U) rZ. z Uj LO (yi v- 00 z 0 wz w C:) mi CD Cq CNI I co CN I-, C) C:) CO N CD v-- co — C:) C14 C:) N 0 c4 N N C) 0 C� a C� 0 C%4 . 0 C� 0 N CD N1 C) N1 0) C� 00 9 LO 00 9 A T- T- 04 0 Cn N 6 CO 0 Lo > (N co It LO (0 P.- U') 'It 1 Cr w Z —zg w w co r- 5 L) 0 1.— 0 -s 0 zw�-p of W a. x 7r W Z) F- co 0 Z :C F- Z 0 t= LU r114 z 3: _j 00 >- 0� 2 < w 0 13L MZX LL z � �_ w r#4 0:5 z U) w U)ZZ z z T<0 F_ 0 c) rn z z z L4 Uj (N C14 0 LAST PLOTDATE > Jul. 21, 22 Z '0 STRUCTURAL — _J DETAIL,S—RETRO FIT SCALE: -1" = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 0, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 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 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 1. = 1'-0" vvm1L SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (I EW "A" SCALE: 1" = V-0" 10 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" •3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO ' S-i RINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS J i 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 'LUED AND NAILED TO STRINGER DRYWALL SPACING C� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" E SECTION VIEW SCALE. z 3/4 PLYV1 ON DECK --2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCK C 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR •1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO .2x4 DRAFT RISER AND TREAD STOP •2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I- X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r STOP =� -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP j SCAB 2x4 GLUED AND NAILED (EACH STRINGER- 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 0 1 HI r% UUIVO I KUU I IUN UC I /A1 L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10dx11 ECTION VIEW "H" SCALE: 1" = V-0" AUG 2 G 20Z V�A_ VIRTUAL Virtuai F- evievv AS�i`'' `''` ove Plans Re„ie•N cc�r. iF. ' �� and a 7th compliance with tr'e 20/0 � for comp "a Edition by Debra Anne Klahr PX2300 N N N f `rN''2n•r L' �4� N o 00 .- n` Lu O LU I Q E � � 0 V di N 2 N V -0°` ,u�+_ c) 0 2 0u-8 s � C) .N w Q� N o EM L V) L1j WQE O~QLU w �; _j < O- 0 U O O Ol- V Q0m>- 0QZLLtiZm �wOpO�m�-JQ W �Z) ZU �O 0Z i EL 0->ww[2iw_,OOZw< wHmwUO �io 0 0wO Z) OQz Q ¢ U_Q O U_ O O zCN O�_ >U)p 0 � �M O J U� m wz ti < w H'10�a-ce) Z U LUZ� W J O N (V O N ti CV O O NI CO r- 00 v-- O N O CV O�- N CV N O O N CD CV (V O N O cV O CV O N N 0b Cn & 00 O M � ,- N a CM 0 T- 0 0 O a r- O O E Z N L,^ >1 O CDCDO O O O ♦ T__ N M't L0 (D 1` cr 00 ♦^ VJ Z Z O O'_' WUr-> W W fn O vo�a F_O�a LO ZwF-Q 0 ZIX = m O Z V O > J N00 Z3. }W0 Z w Z Z w O } w %' a � _QZ Z O Z U U a O O Q Z Z z w J WST N N0 LAST PLOT DATE >O Jul. 21, 22 z J STAIR DETAILS IENGINEERING SPECIFICATIONS I PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS I • 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 FG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP IGENERAL 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 Wn-H 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L1180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTE9 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. LINTIELS 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 VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOA < 1.0 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 COMPOSrTE 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 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 04--- 18F12-0B 8F16-0B BF20-OB 8F24-OB 8F28-OB 8F32-OB 0-2 1 8F12-1B 8F16-1B 8F20-lB 8F24-IB 8ff�ii- -8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 -611- -3- 7547 8974 10394 11809 --iO-69 -46-05 7547 8974 10394 -9-5T�- 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054-- 10951 13069 4605 6113 . 7547 8974 .10394 11809 4'-0" (48") PRECAST 1966 2561 2751 38?�_ 14890 5961 7034 8107 2693 -F -- 4605 6 113 1 �54?___ 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2189 2110 2931 13753 4576 5400 6224 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 -- 1663 -- 3090 5365 7547 (36) 7342 (19 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 1 2177 4360 7168 (45) 6036 (19 7181 (19 8328 (20) 6'-6" (78") PRECAST 908 1238 3480 1 3031 3707 4383 5061 1238 2177 3480 5381 - 8360 10394 (37) 8825 (11) 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 - 1011 --i-729 -26-6i 3898 5681 8*7 (44)_6472 15, 9'-4" (112") PRECAST 114 699 1160 1625 2564 3486 2818 3302 j-5-2 1245 1843 25643486 4705 (37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1 1 52 1533 12093 2781 3643 (38) - 4754 (45)1 11-A" (136") PRECAST J04 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 .2805 3552 540 873 1254 1684 2193 -1-83-8 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 14�-8- 2316 2883 471 755 1075 1428 1838 2316 --- 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 2127 2630 1 442 706 1002 1326 1-1697 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR 458 , 783 1370 - 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4- (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED NR NR NR NR NR NR NR 180 1 340 598 845 1114 1359 1468 1 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 50 784 1G47 1285 9 1399 24--0- (288-) PRESTRESSED I N.R. NR NR NR NR NR NR NR -i-2-9 -25-0- 450 654 884 1092 1222d (#) 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 1cAmr4~m---- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENG;Ti�H-�----. 8RU6 8RMB BRF10-OB 8RF14-OB iR-F-184�JWF2�4-- BRF2RB 3RF30-0B BRF&-IB 8RF10-1B 8RF14-IB 8RF18-1B 8RF22-18 8RF26-1B 8RF30-IB 4'-4" (52") PRECAST 1635 1749 1-3-55 - -K-80 4349 5421 6493 7567 - 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 6904 1756. 3699 5206 6639 ..5924 8060 1 9479 - 10893 T-8" (68") PRECAST 866 061 1770 1716 2277 2839 3402 396-6-1 1167 2481 4567 - 6389 9311(19) V-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 - - 1113 2342 4242 6639 (10)8060 (39) 7402 (19 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 15048 7747 9448 7360 901 1 1825 3120 15048 7915 9479 10893 (32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 * 1 5623 755 1490 2459 3776 5743 8998 (1 1 9] T13 (4 8�) 9'-8" (116') PRECAST 411 ��466 999 1568 2253 3129 4091 3146 526 5 999 --i253F 1568 3129 4150 SAFE LATERAL LOADS FOR 8" PRFCAST & PRFSTRFSSFD U-LINTFLS 1c^"-0V~m SAFE LOAD PLF TYPE LENGTH 8 UB BF8 REINF. cMU* 2'-10" (34") PRECAST 1293 1642 2135 a -0 k42") 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 20S 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" PRECJLST w/ 2" RECESS DOOR U-LINTELS 4c^=-4~m SAFE LOAD PLF I FNr.TH ___�7E 8RU6 8RF6 REINF. cMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 9'-8" (116") PRECAST 370 490 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4c^"-4^M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-1T 8F28-IT 8F32-IT -jij:2-T 8F12-2T 8F16-2T 8F20-2T 8F2+2T 8F28-2T 8F32-2T 2'-10" (34") PRECAS. 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 Y-6" (42") PRECAST 1569 2524 3547 4569 SS91 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924--- 4924 1016 1632 2290 2949 3607 - 4265 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 6'-6" (78") PRECAST 835 (12 1340 1880 2419 2959 .-.44.98- 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634 (12 2102 (11) 2571(10)1 3039 (10) 3508 9) 727 1166 1634 2102 2571 3039 3508 9'-4 (112") PRECAST 591 680 113�15' 1471(15� 18IX15' 2152 (161 2494 (15' 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15 1185(15 1458 (15 1732 (15 2007 (1 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 494 485 599 798 5 W1 1034 (1 1272 (151 1510 (157 21�h 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (1 936 (14 1151(15 1366 (1 ' 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15 373 606 (1 783 (14 962 (14 ij2i (14' 428 455 770 1145 1444 887 (14 1718 1993 14'-0" (168") PRECAST 384 (15 346 559 (if� 723 (14: 1052 (14) 1218 (14' 410 420 709 1050 1434 823 (13 8 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 (13' . 671 (13' .1 976 (14 1129(14 187�� 246 390 655 968 1324 (8 1625 (1 15'-4" (184") PRESTRESSED 224 302 45 (131 626 (13 767 (13 909 (13 1052 (13 230 364 609 897 1224 ._g _-1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 (12 520 (12 637 (12 754 (12 872 (12 192 303 500 732 993 (8) 1268 (14 1470 (14 19'-4" (232") PRESTRESSED 162 222 347 (1 ) 4* (1 ) 546 (2 646 (12 746(2 166 261 424 616 831(8) 1057 (14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (IV 393 (11) (1 567 1 ) 654 (Ill 142 1 230 369 531____71� (7) _ 13 JOLL 1046 (13 22--0" (264") PRESTRESSED 137 192 295 (1 378 (1j) 461 (10) 545 (1) 629 (1: 1372213.54 - 508 681 (7) 861(13 997 (13 24'-0" (288") PRESTRESSED 124 175 267 (1 341 (10 416 (10) 491 (10 566 (10: 124 200 316 450 600 (7 756(12, 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^mr'4~m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T R 2f 8RF10-IT 8RF14-IT 8RF18-IT BRF22-IT 8RF26-IT 18RF30 -1T 8RFIO-2T 8RF14-2T 8RF18-2T 8RF22-2T BRF26-2T BRF30-2T__ 4'-4" (S2") PRECAS I 905 1748 2635 3S22 4409 5296 5296 6183 905 1748 2635 3522 4409 6183 4'-6" (54") PRECAST 867 1675 2525 1 2525 3374 3374 4224 5074 5924 867 -- 1675 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 655 1301 1960 2618 3277 1 3935 4594 5'-10" (70") PRECAST 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 2�58 - 3815 -1 3 - 312 3312 4453 6'-8" (80") PRECAST 570 1012 1651 2204-- 3865 3865 570 1097 1651 2204 2758 7'-6 (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) ji5f--- 506 - 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 4§1 -�3�2) 1301 1 301 1 PL V 1640 (151 1980 (15: 2322 (16i 395 589 1135 1514 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 VIELD ADDED REBAR. SEE NOTE NO. 4 CG: CG: C�-) UNIT'2382 - 1ST FLOOR PLAN 1/411 = 1 1-011 VRAAUG 2 6 202Z vIATUAL AEVIE-1w ASSIS7 Virtual Review Plans RevlL,,I\l cG1T)',-1r--,--`1 and A �j\ie for compliance with tiit� 20m20 FE33"71h Edition by Debra ,nne Klahr PX2300 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 '110- o 0 C 8F16-1E1/1T 8RF14-1B/0T F I (D OH 0. L 110- 8" PRECAST LINTEL W/ J.1y #5 HOR CONT BAR & (2) COURS OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED *(D ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. 14 4 A Ln LU U ,.--#5 REBAR AT muwjornz 4 F- BOTTOM MIN. (1) X REQ'D LL Y S) Lr) r4 . ce �q 16 GAUGE POWERS a LU LO t; Ln 53- - STEEL BOXED W 0 Cie a. LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO M H PRE DEPTH. NE *5 BAR REQUIRED P AND BOTTOM OF ALL WERS EL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2- CLEAR z TGROUT C.M.U. < = nn' 0 yj Z X: Ln # #5 REBAR AT BOTTOM 0 0 UM F LINTEL CAVITY BOTTOM REINFORCING 7-5/8�_; PROVIDED IN UN71EL ACTUAL (VARIES) 8" NOMINAL WIDTH F FILLED WrTH GROUT U L RE=RECESSED & FILLED QUANTITY OF *5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP c*4 04 C) C14 C14 U') (D A 'A' < z 14.1 0 LU z 0- 0 (D 10 cl U (n M EN c'i 4-- U Z) 0- -0co E 8 :) 0 2 0 0 LL- < ci < LLJ C)-:;� 00 04 C) E cli 7C) C) C) �0 (1) '0 CL 1A W W LLF W , W 0, F- < W -j W 0 2 < W W 0 W .0 m z cr) < W R -j < m - co 0 3! x --j W 0 Z LL LL 9 0 < 0 0 e-) W LL L) LL - 0 CZ0 2 0 0 �- F- - -J j3 Z 6 0 0 LLJ z 0moomz= W (L W W 0 0. z�eazwZOW()OCL W V5 W m 2, 0 -j F- Z LL a. cl) 0 LL Z -i < Lu U5 < 8< W P W D 2 � U, 0 < Id Z 0 U. < 0 < 0 0 z CN W 2 �- U) > U) (0 C, z m 0 C,e) r- < U) L0 Iq LL 2 (/) - r- z < W < W 0- cyi Q- 2 V'- 00 < >- < z 0 F- z W W _j Q C) (0 04 C14 C:) 04 rl� 04 C:> 00 N (0 OD C) N a N c) N C) a N C) N a N CD N CD N a N a N & c� ob 9 6 , Ob 9 A , 11 N 6 m "t CD - C) M 0 c) c) - C) CO CD 0 N uw) > c� CD C) 4 0 6 C) 6 0 LO 'N4 cNi C6 r�� I cr 00(f) Z ZO w LL1 (f) u cy) 0 0 oww� m Z o- Z? W F- MLu < moz �- =: Z 0 LJJ Z 00 < Lu 0 mzx -ZZLL 04 Lu 0 < F- � z < >- LU cl) 0) z z z z m<0 c) 0 0 z S 1 z z W -j 04 C*4 UJ 04 > 0 LAST PLOT DATE Jul. 21, 22 z 0 STRUOTURAL DETAILS A REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTI I SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (01 #51- (1 j *5U (])#5L (1)#5U (0)*51- (1)#51.1 (1) *51- (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (I)#5U DETAIL *D' DETAIL'B'&'C' 2-- 1 IX 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 4'4Y 2*-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4-4- 3'-7' PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5-4" 4*-.U' PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5'- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'-6" 5*-7' PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-61, 6-7 PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-6' 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 Ills 81-Y, 6*-g' PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 6-41" 7-9' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 Y-4" 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10�4' 91-71 PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 1 F-4" 1 01-Er PRECAST (2) No� 3 (2) No. 5 355 649 649 489 649 17-0" 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 17-6" 1 l'-7' PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 12'-C' PRECAST 12) No. 3 2 No. 5 287 1 525 525 337 525 14'-0" 12'-9' PRECAST (2) No. 3 No. (2) 5 270 449 449 286 451 14'-9' 13-C PRESTRESSED (2) No. 3 (20) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 174' 16'-W PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-U' 18'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2 V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-V 20'-&' PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-U' 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DE7A1L "D" TYPE DESIGNATION P-PLAiN I INIFI/ QUA NIFTY Of #5 BAR AT 5 - SOIID I INTEL -] f LOWER UNTIL 1AVITY [8x16-P-1L/1UI NOMINAI WjDr -J L �,A.,, "I'll BAR AT NOMINAI HFIGM u, I UNTIL AVVY I 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)*SL (I) #5U (0) # 5L (1) * 5U IT 1 *51- (1) #5U (l)#5L (1)#5U (1) #51- (2)#5U DETAII 'H' DETAIL'Y DFTAIL'H'&'J' DETAIL'K' 2'- 1 G' V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 X-C' 7-7 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4'-6" X-7 PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-g' 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 5-4-- 4'-U* PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 6- 19' 4--G- PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6'-6" 5-7- PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6' 6'-2" PRECASI (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-9' 6-W' PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 81-91 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 1 2651 2811 8'-4" 7'-D" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 1 2421 2607 9'-4" 8*-U' PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1 1881 2139 101-61 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11 I-W, I I 0--g- PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 174' 10'-9' PRECAST (2) No. 3 (2) N .5 1439 1439 1075 1439 17-6' 11'-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 17-9' PRECAST (2) No� 3 (2) No. 5 1232 1232 849 1232 14'-(r 17-9' PRECAST (2) No- 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4!' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7/16 str and + 1291 1291 775 1270 (2) No. 4 17'-4" 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. 4 19'-4" 18'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-U* 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 2 1'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) N . 5 27-0" 20 .-x PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 1 (2) 7116 strand + 24'--(r 22'-8" PRESTRESSED 1 (2) No. 3 1 1 (2) No. 5 642 642? 306 599 r%C-rATI ft", rNL-rATI "I-- r%CTATI I-V-1 TYPE DESIGNATION P PLAIN UNTEU UUANTITY Of #5 BAR S-SOUDUNTEL -1 rI0-1RII.T1ICAVffYAT [8x16-P-1L/1JI NOMINAL WIDII Ij, L QUANTITY .1 11 BAR I I NOMINAI I1TK;H UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LIN TEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DEL'DF _ DETAIL'DG' 3-6' 74" 7-9, PRECAST (2) D4.5 WIRE (2) No. 3 3764 1 6455 5637 5637 4'-9' 7-8" 2-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4' 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4�-9- 3-4" 3'-0" PRECAST (2) D4-5 WIRE (2) No. 3 1966 1 3390 3053 3053 5-6' 4'-4" 4'-a' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 M 7085 6-91 5-4" 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 71-91 6-4" 1 6-7' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 7-8" 8'-4" 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P PLAIN MITI/ QUANTITY OF Ol MR AT S-SOLIDLINTEL -1 FLOWERLI.T11CAVIlY [8x16-P-1L/1U] NOMINAL WIDTHj j L 01JAWITY 0111 BARAT NOMINAL HER331 It LIPPER I INI FL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (l)#5L (])#5U (0)#51 (1)#5U (1)#5L (2)#5U DFTAIL'E' DETAIL DETAIL'E'&7 DETAII 'G' 7-10" 1-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 N-6" 7-7 PRECAST (2) D4.5 WIRE (2) No. 3_ 9383 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6' 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-g* 3'4" PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5-4-- 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'- 19' 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4_ 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 12) No. 4 1992 1992 2112 2112 7'-87' 6'-4" PRECAST (2) D4.5 WIRE 12) No. 4 1921 1921 2035 2035 64Y* 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 1 8-4- 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 101-61 9'-2" PRECAST (2) D4.5 WIRE ( )No. 4 1186 1186 1014 1251 1 V-4" 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-U' 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 174' 11'-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13-C 17-9' PRECAST (2) No. 3_ (2) No. 5 859 859 591 896 14'-0" 17-9' PRECAST (2) No- 3 (2) No. 5 804 804 529 838 14'-g' 13-4" PrESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 154' 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) 7116 strand + 836 836 426 763 (2) No. 4 19'4' 18141 PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-U' 181-91 PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No 5 21'-4" 20'-Er' PRESTRESSED (2) No. 3 (2) 7/ 16 strand + 524 524 277 526 (2) No. 5 22'-U' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-U' 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 1 399 217 412 TYPE DESIGNATION F PtAINIANIEL/ QUANTITY Of 05 BAR AT S -SO[ U I INIFL -i r LOWER UNTELCAVIFY [8x16-P-1L/1Uj NOMINALWIDTH] j L QUANTITY 01 11 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DE7AIL "E" DETAIL 'T" DETAIL "G" 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 (I) #5U (1) *51- (1) #5U (0)#51- (1)#5U (1)#5L (2)#bU DETAIL'[' DETAIL'M' I l)*!)L ())#5U DFTAIL'N' DETAII V& 'M* 2'- 1 (Y' V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 X-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-(Y' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-8' 3-4- PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 5'-4" 4'-U' PRECAST (2) D4.5 WIRE (2) No, 3 6261 10000 8605 10000 5- 1 Er' 4-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 9811 6'-6' 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 1 6871 5482 6814 7-6' 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7'-9' 6-4" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 814y, 6*-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'4" 7*-U. PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3693 91-41, 81-01 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 1 F-4" 1 01-or, PRECAST (2) No. 3 (2) No. 5 2082 1 2082 1590 2082 17-9' 101-91 PRECAST (2) No. 3 12) No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3_ 12) No. 5 1775 1775 1279 1775 13'-4" 12'-U' PRECAST (2) No.3 (2) No. 5 1605 1605 1107 1605 14'--U' 12-9' PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-8" 13-41" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 154" 14'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16'-U* PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2) No. 4 174" 18'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-U' 181-91 PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 2 V-4" 20'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-Y' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-U' 27-9' PRESTRESSED 1 (2) No. 3 (2) No. 5 1 740 740 393 772 1 a DETAIL v1" DETAIL "N" TYPE DESIGNATION P-PLAINUNIEU -� rOUTANII�YOF#5BARAT S - SOLID LINTEL LOWIR INIFI C 'AVITY [8x16-P-1L/1Uj NDMINAI WIDTHJ L QUANTITY .1 11 BAR NOMINAI HFK;H I j UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE i CAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L 1.) L DErAIL'DFr DETAILDS DETAIL'DH'&'DJ' DETAIL'DK' 3'-8" 74" 7-01, PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 1 00w 10000 4'-0" 7-9, 74" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 *-7- 7- 1 Or' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4" 3'-U' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-9' 54" 5-a' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 273/ T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-&' 8!4" 8!-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DY DETAIL "DK" TYPE DESIGNATION P:PLAINLLINIC�L/ -1 FUANTrFYOF#5BARAT S SOLD INT ,)WFW UNIT[ CAVITY f8x16-P-1L/1U] NCIMINALWIDTHJ L QUANTITY OF 11 BAR 11 NOMINAL HEICHT] UPPER LINTEL CAV 'Y I GENERAL NOTES: 1.�CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 11 11 3000 PSI GROUT `FI�LD) TOP LEG BARS: (PLACED IN (SEE SCHEDULE) 2 2" -r (1) #5 CONTINUOUS REQ-D, PER STRUCTURAL PLAN OD 713Z' STIRRUPS AT 4'-Or' cc 00 Ln (TIED OR WELDED) Irl Ln BOTTOM BARS = , r4 SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELI7 2" 2" CID CID rn r4 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ-D PER STRUCTURAL PLAN 7/37'STIRRUPS AT 4'-Y'cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE titAKLNU Ur 0 kWI I N A M11MIMUM At-I,.tF I ABLE OtAKING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5' R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE 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 I INTEL CLEAR LIN] EL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#51- jl)#5U (0)#5L (])#5U (1) #5L (2) #5U DEIAIL'O' DETAIL'P' (1)#4L (])#5U DE]AIL'Q' DETAIL'O'&'P' 21-101, V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6' 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-U' 2'-8" PRECAST (2) D4.5 WIRE 12) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 12) No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 1 ODOO 5-4" 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 51-101, 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-4- 5141 PRECAST (2) D4.5 WIRE 12) No. 4 8629 10000 6741 10000 7-6' 6'-Z' PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'-8'* 6'4' PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-w 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" BAY PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 V-4" 101-01, PRECAST (2) No. 3 (2) No. 5 2699 1 2699 1959 2699 17-0" 101-81, PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 17-6" 1 F-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 17-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 1 14'-0" 17-9' PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4�' PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 161?8 944 1546 (2) No. 4 19-4-- 181-91 PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 181-91 PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 2 V-4" 20'-U' 1 PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 1 22'4' 20'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 1 (2) No. 5 (2) 7/16 strand + 24'-9' 27-6' PRESTRESSED (2) No. 3 1 (2) No. 5 898 1 898 1 481 1 947 1 - AIL "0" DE7TML "P" TYPE DESIGNATION I, -PLAIN LINTEL/ QUANTITY OF 0.5 BAR AT S - SOIK)IINIFL -] FlOWERUNHI-1,111111 [8x16-P-1L/1Uj NOMINALW101IJ j LUANIFIYOF#58ARAT NOMINAI HF ;HI UF`PFR LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNIEL STEEL TOP WIRE/ BAR LINIEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U IT I L SOLID 05 (2) U (1) L DETAII 'DI DETAIL'DM' DE-rAIL'DL'&'DM' DETAIL'DN' X-8" 7-4" 7-0" PRFCAST (2) 04.5 WIRE (2) No. 3 7665 7 DOOO 10000 10000 4'-a' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1 DOOO 8442 1 0000 4'-7' 2'- 101' 2-1" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-,V 3'-G' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 1 : 0000 4'-6' 34" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10" 5613 10000 5-9' 4-4" 4-0" PRECAST (2) D4.5 WIRE f2) No. 3 2448 7050 3434 6540 64' 5-4" 5-10" 0 PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2,302 4235 7-9' 6'-4** 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 33,38 3338 1640 3122 91-91 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 (D CD jP UNIT'2382'- 1ST FLOOR PLAN_ 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAdN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DErAIL'DB'&'DC' DETAIL'DD' 3--6- 74" 2-U* PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-G' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-7' 2'- 10" 2'-G' PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-W' 3--0" 2--9- PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-9' 3'-N' I 3-U* PRECAST (2) D4.5 WIRE (2) No. 3 1 1194 1363 1363 1131 1131 5-9' 4'-W' 4'4' PRECAST (2) D4.5 WIRE (2) No. 3 864 995 9 5 1 831 6-F 5-41�' 514, PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 74' 6-4" 61-0" PRECAST (2) 04.5 WIRE (2) No. 4 542 669 669 462 537 9'-&' 8'-4" 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 j 489 261 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 SA SOLID #5 (1) U (0) L SOLID #5 (1) U (I I L SOLID #5 (1) U (0) L #5 (1) U 0 1 L SOLID #5 (2) U (I I L DETAIL'DO' DETAIL'DP' DETAIL'DU &'DP' DETAIL'DQ' 3*-B" 214. 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-U' 7-8"' 2-1" PRECAS (2) D4.5 WIRE (2) No. 3 7599 10000 10000 1 ODDO 4'-Z" 2'- J19 7-6" PRECAST (2) D4.5 WIRE 12) No. 3 6796 10000 9505 1 OODO 4'-4' 3'-0- 7-8" PRECAST (2) D4.5 WIRE (2) No-3 6149 10000 8604 1 OODO 4'-8" 3-4" S-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-9. 4'-4" 4'-U' PRECASI (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-6' 54' 164" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-6' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-9' 8'4" a,-011 PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2&44 TYPE DESIGNATION P- -4;` [8xl6-P-lL/lU1 N*IML I aWFM W #5 IIIAR AT on]] e ;cw OWL Ww WM L"R rAVnMy DETAIL "DI IN ,TYPE DESIGNATION P : 3 =81W WLAVIA11"T [8xl6-P-lL/lU1 4"w vMlij Maw Koff A ul C , 2 6 ZU11 TYPE DESIGNATION P- PLAIN IINIII/ QUANTITY OF #5 BAR AT S-SOU0 UNII-1 -i [8x10-P-1L/1U] NOMINALWIDIIIJ L Q1ANIIIY 01 11 BAR A NOMINAI HIK;HI LIPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"xg, PLAIN 91X91 SOLID 2'- 19' Precast 2082 9235 X-C Precast 1325 4624 4'-U' Precast 1041 3358 4'-6' Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 6- 10`1 Precast 583 1624 6'-N' Precast 486 1396 7-6" Precast 403 1134 7*-8" Precast 392 1100 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 101-S, Precast 156 600 - recas 17-9' Precast 111 593 174' Precast 98 544 13-4- Precast 82 475 14'-U* Precast 71 429 14-9' Prestressed N.R. 417 154" Prestressed N.R. 369 17�4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 201-�U' Prestressed N.R. 167 2 Y-4" res resse N.R. 138 27-0-- Prestressed N.R. 127 24'-0" Prestressed N R TOO N.R. = Not Recommended Virtua; ap�,ccpved Plans Re-v E;-N for coml?iiance With tr,t! 2020 FBI' , Edition by Debra ,nne Klahr PX2300 CNI CNI 0 C4 U) 0 00 U') A z w 0 w z V) 4) u-) E > 0 K 0 0 -i 3 "ZIr A 4- u c3 �2 01 CID E.0 - 0 2 U: 8 a < U < Cj LU C)-!;� C (D E cO C:) C3 �-o 6 w w ( w 0 LLi w F- W W V) LU 0 0 -i w F- z W < y z LL, 0 < J < 0 0 W =) 0 3: w 0 0 LL - < 0 <aR-ww ozmoo�- =) 0 Z U- LL C) U) W 0 0 R 0 0 -Mj z - F- 0 z z 0 00 0 z w w (L ww F- LL W -j 0. z z 0 -1 0 wz z < w D < 0 LLI 0 a. a. LL < 0 w w 0 W < < .0y LL 0 LL 0 0 z CNI w 2 F- W > z CY) C:) < W (y) CL (/) -j q1t 2 (1) LL r.- z < w Lr) F- W CL vi W (L 2 v-- 00 < >- < Z 0 F- z W w Q C:) (0 04 04 C14 11� C%j C:) 00 CD 00 0 0 c) C) C) C� C) C� 0 C� C) C114 C� a 04 0 04 C� 9 9 C%j M 0 C:) C) C> C:) C:) 0 U-) (D >1 C) C:) C� C:) It C) 0 C:) Loqt I C14 I M I I LO (01 [-- 1 0- CO w Z Z - z Q C) w 0 w U) W L) F- a < 0 d- 0 W LLJ I Z a- LU Ly < 0 M Z F- Z r-4 0 w z 00 >- < w 0 2 Z W Z Z LL 04 LLJ o F- 0 U) < z W Z z < 0 IF- z 0I 0 :5 0 0 (L z S12 z z LU C14 C14 w a 04 LAST PLOT DATE > Jul. 21, 22 z STRUCTURAL DETAILS A x9mug"N Aillounting Brackets �1 ) Cvauije _'__4 21 4-1 e2'x 4-11,`2'x 2-12- T lt�; �), iteduk- bolts I �T;ia A32 ITYP.) back Cross Support (Ill he Cie to VVI Right Bracket (ib Gauge) 0114SIelf-Drilling 1�,C Will. Buttom Eli -tiuvl( x) Front Cross Support SellmLocking huis (II bf, (� 'it tow) Left Braticket (16 Gauge) N. 14 Self -Drilling $clrevv5T`hru &d(.keu Is Fi,j k (%ro�� I�ufw.rt Into A/C Unit Bottom Side TyfwA I �jch side for hurricAne ul 111111STAILILAT111111111 10111111111111111ATION A h I I I., A i, III, A-ili 'll-ro -luim I= Fee wig Awl I "W"a'a" G99 LW Version MayAKlumr h,d,f, I - roment, 3�hcetoji compluarool, method: Eyolus- Rep" - f �" 4 PlOod. R.911-0 A, I "'o4 "c`c" professional Enoneectlel '31", nm! Vi- 10 � 54 1 �,n 4 Smal."" V.-I #1540, 521 IVM Mcol, -5Z4 : #1540 1�71 S-Zon � 1 :11. on, 150574 Florida Dopartment of Business & Professional Regulation 101 Building Codes and Standards Product Approval Application Detail Endw or no RM 09, Fanialm contact linginaer & Llcoow Validated ftf Y11111111111119 submitted W Afiltroyal Allorevid! lim NI -1-11 1 , `._J_ P E 17JIW"20 17,46no2c API-4 (677) :11-UMe I w 31", Infolit milrhi,ant,cem Dial rumictom Flood and Ventilation Vent �A. "ortion Flood a no Ventilation Vent I,! F t.' FLd Vmt Ins.lirt.d Flood Vent 16&quct: Garage Door Flood Vent Wcod Wall Insuileted Flood Vent 14 Slucluot: Garage Door Flood Vent loopel 219M C in Nyhz QIIIA* HVHZ Rldlititato Finissure 'Ves Y., ',,A � 0 Y. Yes : Y. I. yes Y_ N�A y V., Inn Ya Yes Florida Department of Business & Professional Regulation 1 .4 Building Codes and Standards Product Approval Application Detail Entity WeAgo,1M. im vgrvi Manufacitil contact 15.12,now & LoyrI99 Validated Validated j2r� Approved Status Ren, sion 2020 Thalmlil-11'u Corporation Show Jorriparloi Lymoon F. Schr,ndl I Ry,., King, P E W 5r= L,4.12212011 05OW2021 Appromroc Category; Exterior Doors I OW) 843-7628 PE43409 SubCabnofy.- SvAnging im,a-mr I -, AmiI cc Complione R%Mod: E-oation RPI�09 tl�rvi a I Florida Reg= Architect or a _,�secl Florida Protessional Engonee, FLS2040NO Progilu Quality Assurance Apartived for U Approved for V Ins Onion 3-9 Num bar m Name !tt.-Mber Product Description Contract expirado Daft In HVKZ Outsirda KVHZ Res"ont Pressure I Choseic and Smooth Star Niannal 690l 8 &4Wt,I,mp..t&qU0t q 12/3112022 NO Yee NIA Composite Edge F borgiass Single Door X wrifigurabion) 2 In Thennna-7ru Fib -Classic and Smoth-Stor Noomenal 8IIIA1308 &ql nmpact&qert 12/31122022 NO Y_ NIA Composite Edge Fiberglass Single Door wn Sidiester(ii; OnoWngliOutemoOng. XO, OX or OXO configunations) 3 'hI, I,,,, I,,, 7c., xvI �, V Nominal 6U39,.6 ilkquot� Inspoic4quot, Opaque No ye, �Qs NIA C.oripo ' to Edge Fiberglass Double Door vAth or ��oul%xfolfts flnswmg/Out"ng� Xx or OxxO nor: gorairorst 4 d. Therma."ru Fiberi-Clossic and Smoovi-Stai No, 1 T, Dpaqual 12,S1102022 Yes yes fill, I'd 3l, F,bnrglos� S,Iigl� ik., x 9 t�-eomrta-7r. F,beIr-Classic and Smorom-Ster N-- �l vn,tZt ��I,.q.e 124112422 Yes Yes NfA fl�omrpcq�,, I- bi�rqiiis. Siriik� ()ocvwt� �"di �hiing configurabors) a I Thromme-Tru Fiber-Cueseloo arc Smooth -Star N ninal U11139,10 &quot linpoictiltri Opav e- 12131 =22 No f., Yes MA c;;;;�w Edge Fiberglass Dou III Dow mlir � verthout Sodelifts (InsweinglOutonerig XX or CXXr� om%urawms) ? g Themu Tru Fiber�Cosssr a - I S-m-tit, Nominal 68oll IliquoinipacAquot. Glazed 1213' 0 02 2 No Y yes WA Composite Edge Fiberglass Single Door "outio0mg, X clonfigrunistion) h Tmomma Tru F,ber Classic: -d �, 11 Nominal 6&#V,8 Glazed I No Yes ye, WA Compete Edge Fiberglass Single Door will X() ox.,Oxc 9 F,t,n, I.i and Smooth-Stior Nonal 6&#-'14 a &quCI'JWCt&q(J.j '_;ILW�d l2rW2022 No yes, Yft r1,A Composite Edge Fiberglass Dou boo Doot mit o, without Sidelites (InsminglADurtwAng, )0(or OXXC configurations) 10 1 Tho,ma-Tir. Fiber-Classi� Id Ir -9, '-1., Nomhal B&OVi) &quo 1=&quot, Glazed i �,3 1 010�2,2 NO y yes WA Composite Edge Flltosmq� gia Door (I I'li"AngfOutsvAng; X configurshom 11 k Thwrsa-rw ctw-Class., anc . ....... III '-IA, Nominal 8&#39.0 &ql I nspeclAel Glazed 1") 1'011�1�1 NO Yoe WA Edge Fdoerglass, Single Door *th 10 (s) (InswngOOutsWng XO. CX or OXO .""ehom" -1,. �,, Po-Cl and Smoodo-Star �IKA. 0 rtimt&q1 (;I-.d 1213WO22 14. yes I.. r A Logo F-borgW&I, r�uuin Door win or .I. -A Sidelines (Inioning/Ourtsneng xx or DUO 13 m Theorre-Tru IriberClassoc and Smocit-Sta, ;r�,Qu,ahcnsI " 11MA 6103G.8 &qUCt: TipaI Glazed Molded 12,3112022 No Yes *A (),,or r-o'np-d. Edge F,i glass Single Door X wnfig-ho"; '4 n Tmemna Tnu lettier-Closse: and Smooth -Star 6&4 1') 8 &qurl ,v- I&q-t Glazed Molded IW112022 No Yes INJA OP." C -,I, EIg. F,be -JI... �,Iglo 000-ith ;Ie Z", ;P- S onfi%4,; : l'i-glowswing -rdig-it-n" 15 T-,, r l.o.- -d S,m..Ih Ste, No., 6&#V,8 squot,�mpai Glt V., 1�1 12131 r2022 N. yee yes N,A Open Composite Edge Fiberglass. Double - -0.' at without Glazed Molded Open Sideliths (Irs,mner(Dutsniti XX or OXXO configurations) 16 p Themnia-7mc FIbetZliasse, arid Stt Namma� S&S39,15 &qwt,lrrq*ct&quot, Opaque 1_ No r .... yes WA CompoelorEdtioltilsorgibrom Single DcorWih Molded 017, SkleliteI (� nawngrOutonling. XO, OX or OXO 1, Il Inn, - I I, I, me,,' Jasec and Smoolh-Sta, t",� ii� W�#39 8 9quot ImpecMquot, Opaque 12,131 ��G,',' No Yes WA 1-d,)' F.mo,9o,, noo, �orm or mimoidt 1� c71 rAckred Oper idort xx "I dAY10 ('0- twiUJILAIL 9-14ft miza WaLlIaL M-I.-l'.. Revision 2021.1 MI %Nmdc�lirmd r.-- category: Eaiirl-r Doom; SifisCidegary: Lng ErAiric, i Assemblies compliance MOUNd: Evaluation Report incion . Flood. RegisteredArchlrect or a Licensed Florda FL0115112,11tol Prol_ril V,,gio Pr.d.uh ro,co ,o�miu" rco� ric,"roroco SFRIFS4?0ALUMINUrASGC RFINFORCED 5 RENFOR, f 0 Florida Chipartmerd of Business & Professional Regulaition Building Codes arid Standards Product Approval Application Detail hanewaid for Anornual ACCMWJJ ftl�. R-d I 41inge, W, R.1bilot. Leme, V J"o �E IM6,12020 I-111KV20.111 1011%1r.111-20 12rlS/2020 App-d , * ;1 36�3300 PE-1i 717, 31 � 114 Product Description SERItSil'( A�JPINJIJ '6P Cetidito,ftsuranc, controls GaIr An-stlar, Use, No A--d 1, U, I-[ Dirallon Outside HIVHZ Resound p�* Y,, P'. WA l�FXD"jcll 13112N 24 145. 3d4&quot.dIc.S.4.,A '101 "FIlIfOR -F, SERIES 4210 ALUMINUM Soo OX, XO, XK 12i3l,'2024 Yes t., fl-A f+�,r nt wear NOI+REINFORCED OLI 1� .0ALJMI#JUklCWRChtA`0n0Io0X0 10 716q,�! ��64 SERIEL C1, 1, R1 I4i0RI_'ED0X 6 0 No No WA XO Xx %&quoI,x4AA,J^ SERIES 42CALUMMUMSGCi RElNi 1 V3112024 yes WA 14 U I,,V 19IMmol: May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed oelow if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Cate gory/S ubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/20214 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS Series 185 10/8/2023 A. SINGLE HUNG MI Windows and Doors FL17499.2 +60.0/-60.0 psf B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL1 5349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and Hardie -Plank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOTUSED D_ ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026] 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie isee chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12-/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be all,railable to the inspector on the jobs ite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE VR/\ AUG 2 6 202Z ASSI�' i- Artuai Revie,,",, -id Plans _V _Tth i or corTipiiarGe - ion -),: 2300 ,4it bv I Klahr PY 111,1111lium 22ft MI&A vend- stiolitaguill R-1- 2020 Curries Division of AADG. I me. c ategory: Emitter Doon; SubComigery; Eden. 0-Comi-Is C-Itillami Method Certification Mark a Using FIL011517,11IN II its Product Mi Number IV NMM �K? 11 7 72� N' 77' ond 1141 Srule ..d �31,s of FLP17421-n Code mm mKgm Rie,,41ion 2020 MI WWdcs and Door. category: voodoers si"'cating": Senate Hung compliance, Moth*&. Candeareon UMik w Loans "t Model. JWIbw " Name FLIMMffl4m mm vamvire Rar0olon 2020 Is Wnd-11 a no D-1 C liew windo" 411 SIVICatorpoi-y. Older Corroplanice, Ndhd� C.1111-flon Mo. ur using FLO15351-AS ftd,,I, r == =,,� Nau mo- Flol Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity 0i r.oiiili Wheeled .1 Jt i A I - c,' It"hoo o r 1jr:1 1,4 �I' 9.�. 4, 941 0860 W 20 Dato Peril 20 maim" luilh.111- FRC Armur-al A,-,,d at" 211P,20:10 121�11�1�.,(` IWIIQ�020 Aps-ol 9MMMLAAMEM Acloraysid for Lim Approved for Usto umw oashat Product Deposition - Is Romin" Flusn. Glazed and Lo�errcd single and pain of I MI 11025 yes, yes yes, N/A hrolem ormel doora Florida Npoulmont of Business & Professional Regulation pe", A 2 Building Codes and Standards I&= Product Approval Application Detail Entiv or Did. Data Do% PWWWO ad. F11C A-momill AORMW so& Bier: Silino, A- d, SI_e" M 'kic- �l i I 1!17,2207V 11127F= Appir(POed ,7 . �r,-..Jvn MII s Asw tion :7 ,) 3174454 Ahorimied for Us. Am -*d for thi, lmwt Desian FID&Lvt poscrwu Date in HVNZ Outside HVK gnistalt Pleasure S2 72 1c,lin-g. F.- 1004--- Single H-9 Yee No fin, fir; Lazated Gim Flondo Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I & I lrAQzI Entire or 292 20 Did, feendina 20 contact Enim- & U-ne, Validated W SubFFIMed MC Amor-11 A,,,-d l emn, Sinner, Ar,rorm Alchiteel.l., Selm III JIk1 -E 0�`&,rlo 1 Wl 1 a! 1,00:,c Arp-4 ,717 '65 noo A-w- (0 31, _845a Attainment fee use, Aptimmad for that Lm2M Derelon Product Opicration In "l outside MVIM nitilluot Prenei 1, gmw (An OW612024 (0. No f Floods, Department of Business & Professional Regulation P � 'd " Budding Codes and Standards -1: 1 Product Approval Application Detail ELI"5msAI4 9M Endity or 292 21ft Dart ponchos aft 11a V"on Manufacturpir SLtMktod FEC Anomiyal Anotand 11al Re� sior� 210�0 1.11 V01114- I *no U-5 ament smg. American AMIldeCtural Sl-. M Jmeh PL 11,=2020 IIZZO-020 cia.g.iry: ~�. (7171381 Association (717)3117-6454 subcohige, , Slid Conoo�OMWW& COMIkatior Men, a Usi FILM1131111414PaIducil, A-comed far Use A-immid for Us, AW Produot iledoL Me,*, ar N� M oduct 0-ohnillot, crossed cmkmim a&, In "V14z Conald, Ni ludislad pro -re 1 105 PW .;3 x 72 MVAMI04 Gins 0403=23 No yes No .601-60 "a 211211 Version momidnh.- R-sion 2020 MI Wrolons end Doors Category: Win @,,bCM.9e,y. Whom. COMPB� Method; Evaluation Report from I Floods Registered Aictilled or a Licensed Floods Professional Enol LA AW fted" Mad@L Number , N� 2 5. Floncle Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail l Sir"noor W, R L PF Sit- I Ulloo. P5 (71 W-1300 (717) 317-0454 pit" I &I IM2021 us 20 Dest Pending gdwdlw 1 WM.10.41 1 2M 50020 Appir-d amexA� AlailuesetIRLYM A--d I, U" wima almm c In HVHZ BIAMM V., tord Alumtri,en, M, 111. 12)3102024 r',j Y" WA Florlds Department of BusineI & Professional Regulation I�ag. I �l I Building Codes and Standards Product Approval Application Detail KrAft, go an 20 &CAI" facAMMM9 A-,,,d SIM- Qn. 11.1d. Bulldog P,.d.el., In, Ch. d Dwells V And,*. Tom Jelimiliciulhoorl PE OU05*021 12M 4M20 0100(i CM.Q.VL Primel Weas (909) 5454359 PE-81662 (352) 367-2526 sUIbC..9.,y ncsmv h.del-disoilielinnesharril C."'pilamic. Method E "luation Report trom a rcom Ixr,.,nI.,ILI1lm*.dFledde Quallor Assu- Avoroowd 1, U, A_.� for uso, tpvma Design so- R odw, MQd2L Nun'tv � Him product Dowlirtion contract E-dratiorl Dalis In HVNZ ouleld. NVKZ Resistant P- C-1k "I fter, cement lop %ldn C 1213U2023 yes, yes NIA NIA 2 �-k Lap �;Wimq liter-cornant lop sldm g t 251r2023 Y. yes l N/A Floside Deparment of Business & Professional Reoulation Building Codes and Standards Psual Appounral Applivativii Detail go 2u OK* Pending Version manulawret 14cimas AWHIM FOC AWFaVA Apprond Aaa Rillelon 2020 AISIO, Nick Thooll L�ndon F. SOrmllft, P E. Ir J. KJng. P E 021UN2 02115M21 GZ=0211 04M312f,21 A141-rj calogory� Pilmot Well �310� 971-7189 PE 4�4" (A 11) 767 subcategory: Soll ilhompsorl (Vehicle complaae" M4*hod: Elustion Nation "m . Flood. Registered A,-"w Uorroved Flood. FLOWITZR5 litooluct, P" f_ _, rmI ARAI Number air NW" prodw o1he.rIatI, QualifirAimitear- n2o Amowl for l ANERM in tmz Outside for U14 l Impact Resistant 2111111111a PruiLn d, SON Vent ex "d Vinyl SoM 1213112023 N. IN WA jud ^41once Tallb�ol. Soffl VON or Said virry Son IV3112023 N yirs N: WA -a Grb,dl, Viml.iie Beed*dLX39. SoNt Vent oir Said Vll SoN 1 201 f1l N yes, No -41A 4 6 It'd u� &qu. ".1%, Vent ce said Vorio Sets 12113112023 N Y. 1'. VA 5 1 Aq a ��Iv'v �)Iilk&q.& Sft " Vent or Solid Seft 12,31120 23 No yos No WA 6 f su'r6q,y �cllt VIM or said Son 2(31120 23 No yes N. WA PL&IGIU4US Qmk Mad! YKWM NMIL&cb= 14--, 70M OAF CaI R-Ing sua,cm."'y N.rh. Frei Rog*-Iod ArrAlell .1 . L W.' 1- 1 k 15m.flission.] finaree, FL*10124.R26 le�odurcl% =.1- Number or Nal pool Shingle, Florida Departritent of Business & Professional Regulation Pass 1 Vf2 Building Codes and Standards Product Approval Application Detail &IIII, ur 20 29, Date Floridin, C20LIM Validated &I kdRdw FRC Anor-al M.chaiel Soon Robert Nierrinion JchoW KnazWch.PE l tO)0212020 1 2M 5'20.20 Arimonorl (800) 765-3411 PE-561648 (954r 77247:4 rnolkh4colif - &MliesysupiLloat Amager I, Use knu" Ding- P,Q"l Dir.'rioda In NVIrit Outside Hi R.1111.11al and 12116M22 t,� 'J,A .11 IdProdgt shingles (D (D > CD = (D 2 o CU -0 (D = 2 0 0 c- = c = _0 CU 0 (U 0 cu > -qO) E 2 n L ,o_ 0_ C_ W CU 40 CIO -6--1 Cx 11-- _0 a - U) < Z Z W mi E =3 W CC > 2 L_ > 0 0 2 Cl) CU cn =3 0 LCU W Z _J (L SHEET NO. PA 100 (D r— Ronda Department of Btisinpss & Professional Regulation Building Codes and Standards Product Approval Application Detail W20; I Floncla DePilltritiOnt Of BL12,jnos� & Professional Regulation Building Codes and Sta ndards Product Approval Application Detail Vli�rida iiii-o' I i tu,2,�, '; Pr-,fessponal Regulation Building Codes and Standards Plocilril Approval ApplkCalbon Detail apartment of Business & Professional Regulation "ok I Building Codes and Standard-, lr?jX�' Product Approval Application Detail U) —M (3) > C) C-) 0- = 0 0- -0 W U) Cu (D C) 0 (D (D 0 LL- 0 (D U) -0 W it. 0 C/) (D :t-_ Cn -Q (D > C) k We E'My DA# Dag. Rtmiri U191 TIML V-b- M..W."uk., canoed Eokao- & Li-r- vAldhadod 8v va"60.4 19,01-1110 Fri A,-- A--c St.- '11021) TAUKO Building foloducts'LLC K-1 Ed. Rolueft Niernineo Juno W Kmanah, RE 10,iDil,12020 121 �-�:021) ADV-0 C.a.gorp, Roofing [417) 624-0544 PE-59166 04) 7?2.6224 Uriderbiryments -,r-edenalmo. door Z;dmil,flonce Method: Evolualidin R11od torn I I, F.,d.Rit,j,jd,.dA,&jtdy. cendFlondia �Of-idri L,;.n", I'LaI23MRiii lotoduirt, Quality Assurance . ..... -d to. u- Approyod for J� 4�121 Q.,ky 112a P, dud loci Numb., or UA= Rroclot Dor"Idilb," In HYHZ "I'ld, "v"Z R.'I'L-I foo".", I TAMXn Roof.yd.may-m. fc, o FBI- H-MZ NIA ruirbudIcillors TAMKO Roof Root urdodaybi for main FOCri NIA NA fL*iMS-R3 "91 Enilty or 221,1 20 Dole fintil L= 1-1- M-,fd- cortarl Ilraii- L Licamia, WaNdAbod EW submitted PHIC Anyi Aout-c! -1- R.�.' "020 L V Trompson. In. ditto Thorro"n Architoctool Torby Clift-it Z.clboiry A P"* slayer, M Lklct' P.- : Y-0 09"16"2020 09.22f2021) 12A`,12(12,' Metak :ompimy(TAMCOt 1813) 248-24-C or 14021 f717) 317 8454 claiii no.11.9 t-fag-H.1'etifing cam Sub(Catagetry: Roofing Accessories trial of ir an t ".01 Pad of the Routing S"barn -d, Rvilsicel Arch Wit W a Licensed F-W. E,guitter FL*16916.0 I -I U111that, Qj.,Illy AS yjjrVq Apm QYqd Ow List Avv-,, I fj.g�jj Niguel. Number of Mantua "t 4u, I 911oletio, lo �,Vtrfz "Aotr� HY-9 fitt"g4o, 1AMCC Flat T old Or Rklip Vert " t, Be r 0 for Too go AW'<; W -Mi� battle, Yes r.,A WACO G0000nack'Vent 25 go allyrsr2c2l, Y" WA 3 TAhi OWR" Root Veet wRh ft� M go sainicdat'anul.t. 0909121116 WA 4 'AW.0 R-4 Top, Off -Ridge V.A dh 13.111N, f� 1 26 go 9.11. roof -filiabor �ah battle 1910912026 WA M E10110 m D"'. all. ag, lo-eU,, U. , A. 4u,— U.N'tie., 1,11A-d ad -Wad zRaAda-al A-isdood UA- (;,0001 �Yolecflor Prodibelli, LLC, it, Octown Witter A. 11111t Jr-. P.E 4 *11 W KAMWI. - 'L 0646%20 1OMWO20 IWW2020 App-dc CA�'J.y -1,114irl .954; 010 754' PE 44167 1964) 772-4224 sudicA.'I" , -.-m PANuid. jit'w'� "I C000llil... Werod It.h.1 on Ration edm a 171 Flood. Ritg,bo,o I , i 0--amied Floods Ergm- FL0150("� Rokluch Js' I'Ll'i i J�'Iju Pi�idui;i hi olumbei or Name P, oduct DincitIcition in WHIZ Out,id, HV k-, P .... u'. Y '-'� "�"rqeil 31-1 "'Ac'm F� -1 by track$ 10 Nevid, hurldeno probactim -V-e-n-i 6teal Slum k1.o@IsMHVH,' t.. Y" ,,:I by trucks 11 pilk,dl r-MAs PrOi0i E.Ally Rau Rat—p-,L-w 1�1& Ina V.,.-I M-,dd,,, ciont-1 volitignid-but Vadidaied Submitted W Aitoir-d Iii,'Maol, 2(70 AX,Jlc Stuart Lifel. I CC E, flutdon SeN-. LLC Viallllam M A amarl F E IWI/2420 lor"11,120 I "W 11 Ali, category: Structural Coryporierts 4321) 710-3377 (407) 681, 191 Subcategory. Y... Phain. Combularate 1111441had: Ewituition Report Vom a I,,— E-1-tion Eirery I'LaM999-11t ft-fu,l Quaft AsaurlitEj A,,b--1 N., U- A-oIdl U- Inpilct 0". §2!L1 Fituiju, L IMnlial. lit -did, , 111gaw laboluct thisukollou QaWWLEruakabv1L�" HVHZ OL"laid, hyliz keelatiod I ITW aC.GApure Fligher Strength 1114 Wei Pat. f2i,11120�'4 Yes Y., NIA NIA ITW BCG/Alpme Amp Pills Moral Platt 12J311202- Y- NIA NIA ITW DiCGIAlpir. Trul. 0110.1 -'eno-zo, rate '12131r024 h A NIA 4 ITW &:(11,64- We- Wall �Pbabact. -0. 12J310024 WA IVA Florida Department of Business A Professional Regiiiabon Florida 171,,partmont of Riman— A Profe�%brbnal Rpoulatim Florida Department Of Business & Professional Regulation P 144 Building Codes and Standards Building Codes and Standards Building Codes and Standards Product App(oval Application Detail ProclUCI Approval Application U0,111 Product Approval Application Detail version 111-ledlo, conlact Endnqior IlLucianow Vallidaiwl vaildidiod 3.1onotbaki ii Aroyai Apoond Ver,19ri Manufadurer Contact Lj-," Validated ay L I-L DaLt Y df q1-11-9 submitted D40 F".A-"j FIK App(ov Code Version Manufacturer LnOty or Conti Encumber & ucensc Validated By Diah: Dato Dole, Pending D'i" Validated Subrnilted F0' Approval Appf(;,4:1 Mau R—oo 20�10 i - -.G.y SubCabigo,j I .. P 1.10 Comi,111-.1111*111mod. E,44iond, Rep(Atorn a �IWW E'Vo.ition k�atv E�' X,, -, - �. Atnil- 3-ce. LLC tOC E,W,o, - .1n.. ov, -J�. W, (M) 599-9800 ow 1 r-021 06111c�-021 I App—, 70 Category: struidt-I C-p-bi, IllubCaliatiory: Elpineffead Lumme comiolosture Method; Evolualioil Rriw ftofti a Product Evaltbie., EmIty, Rob aiaftl,l, t 01 LLC Wn Lehr., P E (253) 924-6476 (008) 838-328A Robert Flart,11 M-,- 1 .."1 GkopaV Building Products (-,or-pans C30ifory. C-error Doom SubCa"o ry: Sectional Extenor Doctr A 14-1-1�111' Conribliaiirne Method: Eyaluation Rego I N,, i I (-,d. P-j'o-d Ahft-* or . Li—e-1 � 1,, Virtdwcr i� 7i)q,moor lJork Westerti-4d scol. Ham, I �'J.Iyle' (S13) t-70 Doo-, PE S3286 jniesWba-6d@dopaV oorn 10115r2020 '0114."10.'. z FL*2i9l-"ft,dW Fuai ftlLffaii I 2 P-doO Modgil.liburntior wfijittil 1,118AHS miask's Mil 16 11ATIMS MT2%i3 TLIS, UT18 StileLA jIubc Asmovyipt! to, J- ftodwo D"uwu... Contrac, ExoaAtI,IL2& in "YM 1309 lKh strandith buts conoector place 12,211f=2 10 go upear NO sleng1h tnoiscionnedw plate 12/31 r2022 If, Q. --ii rcmr.� plate 12*10022 1`9 (" I ch 11- c—cs. A- I W3100022 209. 1,gh 0-ii,11 1--o-cia, 14.!, 12M0022 Y. logo twl -. ". ctor P1.1" 12W 12022 yea AJ&---ed Ior Use W.'k HYK y- Y� Y. Y- Y. y" 1-.1 R,'IW NA NIA NJA NJA C�t, pie%vuio r, f.. 3"'1 F11.1111 t vi,1111, a— i LICrOMM LVL 2 Pwatle. PEL TemberStrairid 1-61- 4 T.1 Rim Scard PITil ackird Quality Assuran- P— 0—o"o" c-b- E�&Idlue L , , o elect Vainew Lumber oY31 T023 Parali� - J-tcr Lamm- J L,I,.,,,l jo,,L,, OW" Sbruct-1 -oii.-Ac Oimt- or �j IM-6 "brand 03/31-).� board Pon Beard 0-ited St-4 Board Rim Board 1XV.1 112 0 2 3 U., Autri 1% U,, In HVH oui�jdd ""Z No No No No ho-1 Re�.. iiie. NA "'A 'J'A N/A riesbair fVA, NIA HIA 'j, N" FL#155N-R7 Products 84A,94,73,75,150C ',L�) 76V. 41157 0 4R$F 13RS' ORSF 2RST, 4a, 411121, 42. 42E, 55, 55S, G.W. r., �V V :;R5S, GR59V, ARSS AR5SV EDSS-IEDSSIV P- 25 9.) 0oultie-r-tar (1160" mile. W5 Garage Door Y., P P� I 11.20. MT20 20 go. mis. coi rkol- 12131 Q0112 Year Y. NIA NVA Cin E coC- > co 0 all -+--o 0 AUG' 2 V U) VIRTUAL Al ASSIS'. .i I 1 0. Virtual Revie,,x As,-is� ' ?1ans ReviL-iv J and for compliance with tri-e 2020 F6131 Tth Edition by Debra Anne Klahr PX2300 Cl- SHEET NO. May 27, 2022 PA 1 EM= Simpson Strong -Tie 2020 FOC Approved Products Updated 12=M20 amFor direct Inks to all SST approvals Wed below. r, k. �( K i L Ui. For additional information regarding Florida's Statewide Product Approval System and Marn-Dade County Notice of Acceptance INCA). CLICK HERE. PUF2335-R7 §W Product Model. Number or Name Product Deacdoldo I Titan Stainless Steel Concrete & Masonry Screw [TTN-SS) 114" diameter Titen stainless steel masonry screw FLO95WRG sea 0 I SD10112DBB 17'roduat Dewcrintlan Outdoor Accents Connector Screw 2 SD9112, SD9212 S010112 SD10212 Sttong-Drive SO Connector Screw 3 SD9112SS, SD0212SS Strong Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614 SDCF22700, SDCF22858 SDCF221014, Strong -Drive SDCP Tirnber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 6 SE)CP22434, SDCP22512, SDCP22814, SOCP22700, SDCP22858, SOCP22912, Strong -Drive SDCP Timber�CP Screw S S DCP221100 SOCP2121114, SDCP271400 6 SDHR27400, SDHR27614, SUHR31400 SOHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112 SDS25134, SDS25200, sns2,,i2i2, SDS25300, SDS25312, SDS25412 Stong-Drive SOS Heavy -Duty Connector Sciew SDS`_55O0 SDS25600, SDS25800 8 SDS25112SS SOS252DOSS. SDS25212SS, SDS253OOSS, SDS25312SS Strong-Drve. SDS Heavy -Duty Connector SS Screw 9 SDWF2716 SDWF,720 '.,DWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Fliclor Screw FLIM0007-R §W ProdUCt Model, Number or Name Product DOSCHiption I ATR3/8, ATRln-, ATR518, ATR3/4 Threaded Rods 2 ATUD5. ATUDi ATUD9, ATUD9-2, ATUM3, ATUD14, ATUD14-2 Alutnir]Uln Take -Up Device 3 SP318-2, BP112, BPI/2-3. BPS/8-2, SP518-3, BP314, BPi SPRTUD34 Bearing Poles 4 CNW3/8, CNW1/2, CNWW, CNM4. CNW5/8-1/2, CNW314-516 Coupler Nuts 5 CTUID55, CTUD65. CTUD66, CTUD75, CTUD76, CTVD77, CTUDOT CTUD88, CTVD97 Co�qplhig Take -Up Device CTUD98, CTLID99 6 `43 [44, N5 146 Heavy Iii Nuts 7 IRTIJD3, RTIJD3B, RTI_JD4 RTUD4B RTUD5, RTUDI RTU07, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take-UpWasher 10 URS3 3/8'Uplift Rod Run Tieclown System 11 URS4 1/2" Uplift Rott Run Tiedown System 12 URS5 5/&'Uphft Rod Run Tiedown System 13 JRS6 1,14" Uplift Rod 'Zun Tiedown System F1.010441-116 1112 Product0ascription I DTT2 Hold-down 2 HDC1014, HDC1QW Hold-down 3 HDQ8, HHOCII, HHDO14 Hold,d~ 4 HDU2 HDLA HOU5 HDUS. HDIJ11, HDU14 Hold-clums 5 HPA28, HPA35 Strap -style puilir anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA,MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purfin, anchor 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 10 PAII 8, PAI23. PAI28, PA135 Strap style purlin anchor 11 STHDIO, STHDlORJ Strap -style hold-down 12 STHD14, STHD14RJ Strap�styje hold -down Simpson Strong -Tie 2020 FBC Approved Products Updated 1:11100020 For direct Inks to all SSTappriovalskstedbelos, .r'.P Jr,� For additional information regarding Florida's Statewide Product Approval System and Marri-Ciede County Notice o(Acceptunce (NOAi _�., �JLR 21 LS series hangers Top flange, hangers available in width of 1 -9/1, Wa,A heights ranging from 5-3161c, 15-1/8". 22 LBAZ series hangers Top flange harl s av a ilat, le in wc1 th Of 1 -9/1 Or' and heig his ranging from 9-3/16" to 13-1/8' 23 LEGI, LEG5, LEG7 Series hangers Top flange hangers available in vvdths ranging FOIn 3-1/4" to 13. 7/8"and heights ranging from 9" to 33-1/Z' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4' to 6- 7/8" and heights ranging from Q' to 32-1/2" 26 MIT ,m* hangete Top fik-gi, h.ngc- available i. -dth*,arn9,,,9 f,o- 1 -0/16" to 6- 1/9' and heights ranging from 9-1bli 24". 26 PF, PFS, PFDB, PFDS8 series hangers Top flange hangers available inwidth of 1-9116" and heights oinging from 3_W to 7�118" 27 FIR Ridge raftef connector 28 WP series hangers Top flange hangers available in widlbs ranging frorn 1 -9/16" to 7- 118" and heights ranging 9-114!'to 37' FLiMMMO-RS a" Product Model. Number or Name 1 ABA", ABA44R, ASA46, ABA46R. ABA86. ABA603R 2 ABU44, ASU44R, ASU46 ABU48R, ABU5-5, ABU5A ABU65, ABU66, ABU"R, ABU88, ABU88R,ABU1010,ABU101OR ASU1212.ABU1212R 3 ABW44Z, ABW44RZ, ASW48Z, ABW46RZ, ABWW, ABW86RZ, ASW7 7 4 AC4 AC4R, ACE4, ACI AC6R. ACE6 5 BC41 BC46. SC4R, BCS, BC6R BC,8 BCS2-214, BCS2-316 6 CB44 CB46, C848, C1368, CW8 7 CBSQ44 SDS2, CBSCXI CBS066-SDS2 CBS086-SDS2, CBSQ88-$DS,' 8 CC, ECC, ECCU Series 9 CC0-SDS2 5, ECCQ-SDS2 5 Series 10 CpT44Z, CF`T66Z, CPT86Z I I EPB"A, EPB44, EPB48, EPS66 12 EPS4Z 13 LCB44, LCB66 14 LPC4Z,LPC6Z 15 MPS44Z, MPBWZ, MPB88Z 16 P644, PB44R, PB46, PB66, PB66R 17 PBS44A, PBS46 PBS68 18 PBV6,PGVI0 19 PC44-16 PC4113-113, PC48-16, PC64-16 Pcaa-16, EPC44-16, EPC46-16. E:PC48-16, EPC64-113 IFF",66-16 20 PC4Z, PC4RZ. PC6Z PC,6RZ, PC8Z, PC8RZ, EPC4Z FPC4RZ, EPCOZ, EPC6RZ. FI EPC8RZ 21 PPB"-4Z, PPB44-OZ 22 RPBZ FL#1 QN6-R5 -dkjLfi Product Model. Number or Name 1 FJA. FSA 2 FRFP r- W 1 *3 6 G H 46 a. G 18-6, a H I S 8, 01-14 10-6, GH4 10 8, G H66 6 0 486- 8 GHOS-6, CH68 8,GH610-6 01-1610-8 4 GLB5A. GLB,56 GLBSC, GLB5D, GLB7A. GLBIB, GLB7C, GLI370 5 GLBT512 GBI.1`612, GLBT516, GBLT616, (31.81*520, GBLTS20 6 HGLBA. HGLBB, HGLSC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFPlO-SDS3 9 URFP Product Description Adjustable Post Bass Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded (:olumn Base Embedded Column Base Boted column caps with Wl ra ng Ing from 3-1/4" to 9- 1 /2' a n d W2 ranging from 3-5/&'to 7 112" Screwed oolumn caps with Wl ranging fTom 3-1/4" to 9-1/2"and W2 ranging f,o,n 3-5Wto 7-1t7 Concealed Post Tre Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Puat B.- Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Gwder Hai Giu lai Fin Bearing Plate Glulam Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tieclown Universal Foundation Plate Universal Reti Foundation Plate EZ= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals listed berm -,: i� � � [�tff � -------------- ; For additional Information regarding Florida's Slete*Qe Product Appro.ist Gy%leni iii i J Nll�nli liwli- owl Updated 12r3012020 ly Notice of Acceptance (NOA). CLIQ� hE RE. FL#10446.RS AME Product Descriot on 1 A21 � A23, A33, A34. A35. A44 Ang!es 2 APA211, APA4 APA6 APVA21. APVA4, APVA6 Cutdooi Azceiil� 4iigles 3 API544, APB44R, APVB66 Af'Bf36R APB88. APB88R, APB1010, APBIOIOR, APVB44, Outdoor Aocents i lost Bases APVB"R, APVB66. APVB6df? APVb88 APV888R, APVB1010, APVBIO1OR 4 APnJT2.4, APDJT2R-4, APD.JT2-6, APDJT2R-6. APVDJT4--4 APVt).T,-.R-4 APVr),IT2.6 Outdoor Accents Dock Joist Ties APVDJT 2P .6 5 APHH46, APHH46R, APHH610. APHH61 OR Outdo ur A�e ils Heivy Hangei 6 APL4, API-6, APT4, APT6, APVL4 APVL6 APVT4 APVT6 Outdoor Accents L wic ; t;ej- '.�ol,ml Tie- 7 APLH24 APLH24R APLH26, APILH26R, APLH210 APLH�-1101Q Outdoor Accents Light Hangers 8 BVLZ Br,,-.k Veneer Ledger Connector 91 CSTZZ, CBT47 (.enealed Bearn Ties 10 CJTaZ. CJT4Z, CJTSZ, CJT67 C'i"l-Alpo j"I'l Tlei 11 DJT14 Deck Joist Tie .2 DS DI" Wail Stop 13 FC4, FCS r,,o,;.l1 c,i.p, 14 FWANZ Fou!�datrori W;,l 15 GAI, GA2 (' usset A,gle�, 16 H2A, H2.5T. H8, 111I H10S, H14 HGA10 Hurricane I ies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSlZ Knee-Briace Stabilizer 20 L30 L50 1.70,1_90 Angles 21 L(Ic-4 Post Cap 22 LS30, r S50. IS70. LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSj2t)LZ _�-�i,126RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ P ield Adjustable Jack Hanger 25 LSSR181 LSSR'-�',,LSSR237.LSSR256,LSSR210-2,LSSR410 feld Adjustable Sopeable/Skewable Hanger 26 LTP4 LTPS le I Ilates 27 ML23Z, ML;!4Z 101 20Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie D,;w 29 Mill Hinged Roof Cmnec'ui 30 MMLIJ28, MMLU26.2, MMLU28. MVILL128 2 MMLU210 PAMILL11211 MMLIJI39, MMLU1311 Face -Mount Hangers 31 RBC RBCP Root Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z RTC42,RTC27 RTC44 Rig,fl TeConnertom ,14 S7C STCT,DTC,HTC4 Truss Cli ps 35 1,1, 37. TJC57 Truss Jack Clips 36 Z2 74 Z44 Panel Stiffener Clips FL#10"?-RS Seq III Product Model. Number or Name I AH EP 2 DSC-IR-SDS3, DSC2L-SDS3r DSCEIR�SDS3 DSC5L SDS3 3 17113C 4 HCPI 81 HCP2, HCP4 5 HHRC2.2 HHRC42, HHRC42-2. HHRC4/l 81 HHRC44 HHRC5 2513 25 HHRC5 3713 12 HwRrfil� 6 HIRC1,61 HRC22 7 LRU26, LRU28. LRU210, LRU212 8 LSU26, LSSU28 LSSU210 9 TBE4, TBEIS 10 TC24, TC26, TC28 II THA29, THA213. THA218, THA,11 A 2 THA222-2, THA413, THA418. THAC4118, THA422. THAC422, THA426 THA422-2, THA426-2 12 THAll .81122, THM2.OW22 THAl2 1122, THAI222, THA*22, THAI3522, THA1422 13 THAL422, THAR422 14 THJA26 LTHJA26, LTHMA 15 THJM2-4-SL)S3. THJM2-5-SDS3, THJU26. THJU2(j-W 16 TSBR2-24 17 VPA2, VPA25, VPA3 VPA35, VPA4 18 VTCR E== Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ01202O For direct links to all SST approvals lisltd below !o � illpil, For additional Information roaardino Floodh's �-tmwwoe ADIF'ry'"I Swe'n, �nd "am -Dade County Notice of Acceptance INCA). CLICK HERE FL#10456-R5 Alag.9 - Product Description 1 BT. BTB, BTH Brick Ties I CMST12. CMIST14. CMSTC16 Coiled Stiaps 3 CS14, CS16. CS18. CS20, CS22 r-oled q1raps 4 CSHP18, GSHP20 Cosked Straps " C TS1 18 Compi es, ion.Tens inn Strap 61 1-g,l' T5,rx St.4 to flrat� t � 7 Hi - I "A 2 5A H3. H6, H7Z, H10. HIOS, H16-2, 1111(1�2S Hurricane Ties 8 HG I H( 31 17 4 Heavy Girder Tiedown 9 HS24 Hurricarnalrie 10 HSS2-SDS1.5. HSS2-11 SOW W�M SDS1 Heavy Stud Shoe 11 HST2,HST3. HST5, HST6 Straight Straps HTCtI6 HTS20, HTS24, HTS28, HTS30, HTS30C. Hi,a,v Twist Strap 13 HTS,Q16KTZ HT.;C`OK77 Heavy Twist Sbap 14 LFTA Light Floor Tie Anchor 11, 1 STAc, I %-TA12, I-STA15, LSTAIS, LSTA21,1 STA,14 I STA'M� I "I A'i6 ftraight Straps 6 �STI71 '_,tiaght Sitraps 17 1_7BY) L 1 P40 Brdgirig 18 LTSI 2. LTS1 6. L_,'�'? L t S-11 Light TwistSirap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST,lh hln I/.' Straight Straps 21 MSTAQ.MSTA12.MSTA15,IASTA1�3 `�',1-7A21 MSTA24 NISTAJO MSTA36 MSTA49 Straight Straps MSTC28 MSTC4O, MSTC52, MSTC66, MSTC.78 Straight Straps M610I Wre.Bent Straps 24 IA;T 1�4, MS7136, MST148, MST160, MST172 Sitfaight Slrajp� ��J,1.1 MTS-16, MTS18, MTS20, MTS24C, MTS30, WS30C Medium T mst Strap 26 N� A,'. I �: 1,1 M:A-202-12, NCA2x8-16. NCA200-113, NCA202-16 Bridging 27 RCWE02' RCAIA,14 War Bracing 28 RPS18 kll�;22 W`:h;28 Repair Plate Strap 29 RSP4 Stud to Plate (.onrleclor 30 SPI, SP2, SP4, �FC SP8 Stud Plate Tle 31 SPH4,SPH6,SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4 1,) Stud Shoe 33 ST9, ST12. ST18, ST22, ST2-92, ST212'_' ST2215 ST6215. ST6224, ST6236 Straight Straps T 0 B21 TS.17,TB30.TB36,TB42,TB48,TB54,TB56,TBOO Tension Bridging 35 [V'Vl,l(' 1WR12 TW814 Wail eracmg 36 VGT, VGTR V,�T,_ Variable Pitch Girder Tiedown 37 WBIO6, WB10i W131 26, W13120(., VVH114'iC Wall Bracing F1.1111,10031-Kc! §12A a Product Description 1 CHH2 '37, �, r, CBH2 37x7 63, CBH2,37xg 75 Adjustable Hip -End Connecbof 2 DU, DHU, DHUT 1: series hangeis Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3 63-SOS, HGI.Pr, 25 SDS, HGU5 50-SOS, HGU5.62-SDS, HGU7.00-SDS, HGU7 25- Heavy Hip to Ridge Cc nnectc,s SIDS, HGU9 OO-SDS .1 HOUS "rier, h.ng.11r Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU� 62SDS HHGU7 OO_SOSr HHGU7,25-SDS. Light Slopeablerkewrable U Hangar I_mni iq oo.sns Truss Bearing Enhancer 6 HHuS26 � HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS4 10 HHUS5 ,,Oil 0 1 luss Clip HK,;S7 15110 Adju�talnli, Tru%s Hanger 7 HSIJR Hsi IL HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers a RTU26, HTU28, HTU210, HTU26�2 HTt_Q(� 2 H1 U210-2 Multiple Truss Hangers 9 HU HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 0 8119-SDS, HUCQ1.81/11-SOS, HUCO210 HUC,'.I.:10 31 SUS. HUCC310- SL)S HLJCQ410-SDS, HUCC412-SDS, HUG05 2b/9.SD�, HIJ( Q5 21411 SDS HUC0610. SDS Al-IC0612-SDS E= Simpson Strong -Tie 2020 FBC Approved Products Updated l2t3Qr20220 For direct links to ail SST approvals listi: J below, CLICK HERE For additional information regard-i Florida's Slatewide Product Approval System and livitemi-Clade winij ilotice of Acceptance (NOA). Zi,,L� FLNI 1466-R5 Product Model. Number or Name Product Description 04US210-3, HHUS210-4 -,"? iiamJ"r 2 HRS6 HR5,8 HRS12 Stfar Tes 3 HUCQ21O-_1-1*,DS HUCC21O-3-SDS, HUCQ310-SDS Jorst Hanger 4 THGB2, THGB3 I HC',6112 TH(,BH3, THGBH4 Joist Hanger THG02-SOS3, THGQ3.SDSA 5 rHGQH2.SDS3, THGQH3-SDS4 5, THGQHA_6L),1yb Joist Hanger s TI ICVV3 3, THCW3-4, THCVV4 3, T1 IC'vAIA 4 0-t I �c FL#1 1473-RS Product Oesicnotion I DETAI-20 Double Embedded Truss Ancho, I FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16. H16S. H16-2, H16-2S Hurricane Tie 4 H,-TAI? HFTA113, HFTA9n HrTA?4 Hr-TA4n FtnhPdr1P.d Truss, Anchor 5 HETAI-12, HETAL16, HETAL20 Embedded Truss Anchor 6 HGAM10 HM9 Masonry retrofit connectors 7 HHETA16 HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5 LGT4-SDS3 Git tier T se(o vn 9 LTA2 Lateral Truss Anchr; I 110 META12, META16, META18 META210, META24, ME7A40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40 MSTCM60 S�t- ir Tie for Masonry 12 MTSM16 MTSM20, HTSM16, HTSM20 7,,,�f ��trap for Masonry FLO114WR5 a QIKI Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HDlc9 b0ite'! ifoldowns 3 HD36,HD58 HLIIE� HORS Holed Hni'doyms 4 H74. HTT5, HTT�V-1 Tension Flo,, 5 LTTl 9, LTT20B, L7, T�-,'l Light Te,smn _iey. FL#13628-R5 JW Product Model, Number or Namo Product Desicnotion I S8518x24, SB7/8x24, SBlx3O SB Anchor Bolts 2 SST01,5 SSTB20, SSTB24, SST026, 55TB34. SSTB36 SSTBIOL, SSTB20L, SSTB24L. SS5TB Anchor Bolts SSTB28L I'M311172-R4 22LI Product Model. Number or Name I C�MST12,CIIIIIST14,CMSTCle CS14,CSl8,CSl8,CS2O,C622 2 HRS6,HRS8.HRSl2,FHA6 I f` HAI 2, FHAII 8. FHA24, FHA30, MST126, lvt-il L'It' , M.qTIAA.!v1c7iAn McZT172_4tiM-,T�17 ��WIQT17 CZ/MqTAFt 3 HTSIO, HTS.0 -4T5,24, HTS28, HTS30, HTS30C, 4 1 STA30, LSTA36, LST149 I (,TI`17� MSTA9, MSTA12, MSTA15 rvISA A19 NISTA21 MSTA24 5 LSTAP I-STA12, LSTA15, LSTA18 I STA21, LSTA24, ST292. ST2122, ,,T;'l I`- �lT�1211r, 5 LSUBH3 25 SUBH3 25, MSUBH3 25 7 LTP5 8 LTS1 2. LTSI 6, LTSIS, LTS20 9 mSrA30, MSTA36, ST6215 ST6224, ST9, ST12, ST18, ST22. MSTC28. MS 1(14() 1ASTC5_2 10 MSTC66. MSTC78. ST6236 11 MTS12, MTS16 MT108 MTS-10 MTS30. MTS24C. MTq10C 12 S/BI.56, StB1.81, S/R2 06, S18137, SfG2 56, S?82 88 E43 12. SrB3 56-S/8162, &84.06, SIB4_12, SfB4 28, SIB4 75, SfB5.50 13 StBA2_12J& SIBA2 12110. SIBA2.12fl 2. &BA2 I J' 14. YE3 A4 18�8 S/BA4 I &10 IVBA4.15112 SIBA4 18/14 14 SiHlA 15 S/HOSS, SIH08B, SIHDIOS, SHD1OB, &HDIGS SIHD158 16 SiHOU4, S/HDU6 S/HDU9, SIHDL)l 1 17 SJJCT.S/HJCT Product Description Coiled Strap, Straps 97 m it (12. ga� Heavy Twist Straps Sbap� 43 mil 18 ga) Straps 3,1 in;: (:10 i�o Bridging Connectut Lateral Tie Plate Light Twist Straip� Straps 54 mil (16 gal Straps 68 nril (14 ga) Wd'I., T wsf Straps Top Flange Joist Hangers I op Flange Joist Hangers Hurficane Tie Holdowns jAcildowns Joist Hangers Product Descriot on Face-mouirt (DU DHL)) and top -flange (DHUTF) hanger s available In virdths ranging from 1 .9!16" to 3-9/16" -nd heights ranging from P I IN' to 2,'J. 1 bit 6" Face -mount hangers race mo-t I-q- .-abl- -dthe ranging fm- 1 6/8" to 7 3/8" and heights ranging from 5-5/16" to 12-7/8" Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1 t8" to 5-1/8" and heights ranging from 4,VV'to 15-3/4". Concealed flange version [HSURC, HSULC) available for all double 2X and 4X models, only acute flange is concealed Face -mount hangers Face -mount hangers available in vAdtns I inging from to 7- IQ" and heights ranging from 2-7/8" to 19-1/4' Concealed flange version I available for all models having width equal to or greater than 2-9/16', Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products For cwec! links o all SST approvals listed below, CLICK HER- Fer arind,orix ni-m- reciardino Florida's State de Product Approvol SysWn a�d Miorni Ls�d� C Updated 12rkormo ourri Notice of Acceptance (NOA), CL;Cr HERE 'S SdLBVl 56, &LBVI.81, S/LBV2 06. c4 BV2 56 S/LBV2 68, SILBV3.12, Top Flange lo,�,!Hanjers 11�[_BV3 56, SILBV3 62, S/LBV4 06, S/LBV4 1-1, �A S,�LBV4 75 SILBV5 50 I 19 1-7,:, _,C77Z SfHTT14r HTT4, HTT5 Holdowns 20 SIMS1,100, SW61 Straps 118 mil (10 ga) 21 SP4, SP6 ',,twd Plate Ties 22 SSP, DSP, TSP �ilud Platt, Tw� : STC DTC Truss C-hp 24 1 LAD Truss Brace Chagonoi 26 1 T,.- J..k FL#13904 R5 §W Product Model, Number or Name 1 CCQM3 62-SDISODC. CC OPA4,62-SOSHDG, CCQM5 SO-SDSI ( (,71,�I,13 62.SOSG CCTOM4 62-SD�::� CCTQlv15.5O-SDSG, CCCCW.62-SDSG (- CCOM4 6�- SDSG CCCQM5 50_111L)�_11'11 7 Frrl OMI Rlr-KT ()M4 61(t.KT FrCi 0Wq1n.KT I KT ECCLLQMD4 62G KI Lr_Ct1_Q1`AD5 SOG-KT, ECCLRQMD3.62G-KT ECCLRQMD4 62G. KT, ECCLRQMI',5 SOr;.KT 3 HGUM5 25. HGOF,15 50 HGUM7.00 HGUM7.25. HGUM@ On 4 LGUM26-2, LGUM2b '3 LGLIM2PJ 4 I-GUM28-2, LGUM28-3, LGUM2�,-4, LGUM�-10-2 I-GUM210.3, LGUM2110-4. LGUM46 LIGUM48 LGUM410 :I fvlBHA3 1 2PP 25, MBHA3 12fl 1.25, MBHA3 56/7 2�L NIBHA3 5619 25, MBHA15&1 1,25. MRHA2 56/11 88. MBHA3 5&14, M13HA3 56116 MBIHA3 56/18 MSHA5,50/7.25, MEHA- 5019 25, MBHA5 Ml 1,25, MBHA5 50!11 _'ck !vlbHA5 50/14, MBHA5 50116, POEHA- 50!18 Mi�111,13 t�619 25 MSHU3 56111 25, MBHU3 56111 88 IvILHu3 b6/14 MBHU15&l6, M71,111, MBHIJ550/925,MBHU5.50/11,25. lvlSlilj�,'�011 88 MBI-11-1550114, MBHI.X, �,0116 MRI-Ir,15 50/18 FL#13975-R6 Seg 0 Product Model, Number or Name 1 SDW223OO, SDW22�-36 SDW22458, SDW22500, SOW22I SUW22634 2 SDWC15450, SDWC156OO I SDWH 193OOD8, SDWH ! 4400L)B 6L)'.VH 1 960ODB, SDWHl 98OODS, SDWH 1 �' I 000DE, 4 15DWH27400G, SDWH276OOG, SDVVH:'.80DG SDWH271000G, SDWH27120OG 162 12, SOWS1 6300, SOWSI 6312 SDVV�: 16400 6 �'YNS 11,0500 SOWS1 9712, SOWS22400 SOWS22512. SDWS22600, SDWS229OO,SDWS221000 SDWS221200,SOWS221500 7 cr)WS223O0DB. SDWS2240006, SDWS225()0rjR .-,n%,VS228OODB, SOWS228DODS, SO 1A, S - 11 1 000D B 8 SIDWS22312L)BF �DW_5522511DBB 9 SDWS2730GSS.!�LANS274O01;S SOWS275OIOSS,SDWS27GOW;l�� SDW1,'278OOSS, SDWS271IOOOSS, SDWS271,'OC),,c 10 11 SJN�2 Product Description Masonry Pier Caps Masonry Pisr Carit Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Range Beam Hangers Masonry Beam Hirirjer� Product Description Strong-Drrve SOW EWP-PLY and TRUSS PLY Screws Strong -Drive SOWC TRUSS Screw Strong-Drrve SOWH TIMBER -HEX Sr revv 1�;lrong-Drrve SOWH TIMBER -HEX HD3 StFew Strong Drive SOWS FRAMING Screw Strong-Drve SOWS TIMBER Screw (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Shut tui il Wood Screw Strorg-Dwe SDWS TIMBER SS Screw Strong-Urive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer F015363-113 Product Modal. Number or Name Product Description A �; 1 '� A 5 1 SS5 AS 18S6 18ga Truss plates 2 AS 20-IS 20 ga High ttr ength Truss Plate 3 Aq.-'O 20 ga T,,ss Plate 4 ASHP Hingo Plate r,onnector FL#15730-R4 Secif Product Model. Number or Name Product Description I ET -HP AdhesN e Aric hor for concrete 2 GAC, GDP, GDPW50, 1'�DPM-75, cDPM-100, GDPS, GW-50, (".W,`5 OIW 100, GTH Grars-actuatecl fasteneir� arid assemblies 3 PDPA. PDPA-K, PLIPA-MG, P[_',PAT PDFi PINW, PINWP. PINWP-W. PDPAWL, Powder -actuated fastener,, threaded studs, and assemblies PDPAWL-MG, PSVI 3�, PSVI[ I.K. P(J DPA, PECLDPA, PTRHA3, PTRHA4 4 SET-33 Adhesive Anchor for concrete EM= Simpson Strong -Tie 2020 F13C Approved Products Updated lZrJW020 For direct links to all SST approvals listed below, For additional information rygarding Florida's Statewide Product Approval System and Miamr-Dede County Notice Or Acceptance (11,10A), !;WCK 4gBE. I I HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1 -5/6'tor 3- 9/16'and heights ranging from 4-5/16'to I I" Concealed flange version (HUSC) available for models having vocith equal to or greater than 3-9116". 12 IUS series hangers Face -mount hangers available in wdths ranging from 1-7/8" to 3 "" and heights ranging from 9-114" tc 16" 13 LGU3.25-SDS, LGU3.83-SDS, LGU5_25-SDS Face -mount hangers 14 1.024, LU26, LU28, LLJ210 Face -mount hangers is I LUC:)1O7 Face mount honsil 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/161o, 4- 5/8" and heights ranging from 3" to 10-15116", 17 MGU3 63 SOS, MGLI MGU6.5O-SDS, MGU6.62 SOS, MGU7.00-SDS Face mount hangerf. 18 MILJ %efrps hangers Face -mount hangers available in widths ranging from 1-9/16'to 5- 1/8" and heights ranging from 6-15/16'to 19-117' 19 MOS216, lvlt_h;�S Face -mount hangers 20 SUR, SUL, SURC, SULC series rangers Skewed face -mount hangers available in widths ranging from 1 9il 61d 3-9116'and heights ranging from 3-1 `16'to 13-34'. Concealed flange version (SURC, SULC) available for all double 2X and 4X models. only acute flange is concealed 21 0 seoes nangers Face -mount hangers available in widihs ranging from 1-9/16"to gland heights ranging from 2-5/8" to 11 -1/4" FLNI 06ST-RO Ua Product Dewriodon 1 BA series hangers Top flange hangers available in wiciths ranging from 1-9/1 6'to 7- 118" and heights ranging from 7-1/Wic 30!' 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1/4" to 24" 3 OGF series hangers Top flange hangers available in vaciths ranging from 1-1/2" to 3. 5/8" and heights ranging from 7-1/4" to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- b/8" and heights ranging from 9. 114" to 24' 5 EC5, EG7. EG9 series hangers Top flange hangers available in widths ranging from 5 1/4" to 8 7/8" and heights ranging from 11" to 32-1/2" 6 EGQ series hangers Top flange hangers available in widths ranging from 3-516'to 7- 114" and heights ranging from 11 -114" to 32', 7 GLS series hangers Saddle hangers avallable in widths ranging from 3-1/4" to 6-7/8" and heights ranging from 8-1/Z'tD 28'* 8 GLTV series hargers Top flange hangers available in wdIths ranging from 3-1/4" to 7 1/8" and heights ranging from 11 " to 3Z'. 9 HIS series hangers Top flange frangefs avallaole in widths ranging from 1-9/ 10" to T- 1/2" and heights ranging from 8" to 30". 10 HC L S Series hangers Saddle hangers available in vadths ranging from 5-1/4" to 8-7/8" and heights ranging from 10-1 /2" to 2V' 11 HGL r series hangers Top flange hangers available in vIadths ranging from 3-1/4" to S. 718" and heights ranging from 7-1 tZ'tc 32" 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7. 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2.916" to 3. Q11R* anti haighft ranging from I A" to W 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 3-9116'and heights ranging from 5-3/8" to 13-1/8". 16 HUTr HIJCTF series hangers Top flange hangers available in widths ranging from I -9116'to & 1/2" and heights ranging from 3-7/16'to 15". Concealed flange version (HUCTF) available for all models having width equal to or grearter than 2-9116*, 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 118" and heights ranging from 5-318" to 28" 17 HWPH series hangers Too flange hangers available in vMths ranging from 1 -gil&' to 7- 1/2" and heights ranging from 5-3/8" to 32'. 18 ITS series hangers Top flange hangers available in YvIdths ranging from 1 -9/16" to 3- 518" and heights ranging from 9-1/6'to 10". 19 JS series hangers Top flange hangers available in width ot 1-9/16'and heights ranging from 5-3/F'to 7-1/4" 20 JSA series hangers Top flange hangers available in width of 1 -9MIT'and heights r*inging from 9-3/16" to 13-1/8" \/-R/\ AUG 2 6 2022 vIRTUAL FIE"iEw piSS,�,7 virtua; Ravie'lv 'ride �l P I a n �i R ev i e,N G(-, i . or compliance r:-dition by Dehra Kiiahr PX2300 aaaessamessel! Simpson Strong -Tie 2020 FBC Approved Products Updated 121301-020 Fcrjrect linksto all SST a;Vroals Istredbelow .' I I 1�;F RE Foradditionall information ragsirding Florida's Statewide Product Approval System and Miami -Dade County Net" ofAcoeptance (NOA), CLICK H9RE 5 SET-XP AahesNe Anchor for concrete 6 Strong -Bolt 2 (STS2, STB24SS, STB2-SSS) Strong Soft .1 Wedge Anchor for concrete available in carbon steel and Typers 304 and 3 10 stainless steel 7 Titan HD (THD-H THD-Hlyi THD-H4SS, THO-HSSS, THD-CS, THD-CSSSS) Titen HO Heavy Duty Screw Anchor for concrete and masonry available willf hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 1 ten HD Rod Couplet (THE)37634RC, THD50934RC) T(ten HO Threaded Rod Coupler for concrete 0 Til" I ID Threaded Rod Hanger (THDO2616SRH, THDB37168RH, TH037212RH, Tito. 110 Threaded Rod 11-9., for oom-ot. THO50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLOIG29M, Al" ProductModel, Number or Name I AT-XP 7 F7. HP 3 SET.XP 4 Strong-Boft 2 (ST62) 5 Titan 2 (TTN2) e Titen HD (THD-H4SS, THD-H6SS, THD-CSI 7 Tien Turbo (TNT) FL#t6937-R3 §W Product Model, Number or Name 1 X34B10165K XIS1016,XlBlOIB-4K,X01,�,1016,XQlBlOI6-4K 2 XLQ1l4Tl224,XLQl14Bl224-2K 3 X1y1QI14S1224,XMQ1I4BI224-2K 4 X0114Sl224,XQ114BI224-25KX114Sl224,XQ112Sl'-'24 X011281224-2K 5 XU34S1016, XU34BI016-5K FLX"320-RO Seraill, Product Model, Num bar or Name 1 OSSCB43.5, OSSCB48, L),':,SCB48 0SH5 2 FCB43.5, FCB45 5, FCB47.5, FCBQ.S, FCB4111.5 3 FPHSD34SIO16 FPHSD34BI018,FPHSD34BI016-5K,FPHSD34SI214, IcPHS03461214 PPIAS03461214-5K 4 LSFC2.25, LSFC4 25, LSF(' 6 25, SFC2 115 SFC4 25 SFC6-25 5 LSSC4 25, LSSC6.25� SSC2.25, SSC4�25, SSC6 25, fASSC2 25, MSSC4 25 MSSC6 25 M-I�qrui2AKW. M41101(1A.2rKW 6 RCKW3, RCKW5.5, RCKVi RCKW3S, RCKW5.5S 7 SCB43 5, SCF45 5r SC847 5. SCS49 5, sce4ll 5, MSCB45.5, MSCB47.5 8 SCS32-947, SCS6� 6197, RCS62 S11 18 SCS82 511 Ills 9 SCM.25, SCW5.5 10 SJC8 26, &lCl 0.25, MSJC8 25 MSJC 10 25 11 SS133.513 12 )(LSH3481414r XILSH78B1414 13 XOI.�;101 6 XOIF31016-4K. XOIS1214. XO1 91214-3 5K, X078SI224, X07861224-3K, X01 14Sl 224, X01 1 Q1224-2-5K X0112SI224, X01 1261224-2V, X34BI018-5K, XI S1016, XIB101164K, X1 S1214, X1B1214-3.5K Product Dawrlotion AT-XP High -Strength Acrylic Adhesive for concrete or masonry PT -HP Frinvy Adhomars, for martrimry SET-XP High -Strength Epoxy Adhesave for masonry Strong -Soft 2 Wedge Anchor for masonry Tden 2 Screw Anchor for Concrete Titen HO Heavy -Duty Screw Anchor for concrete available In 304 or 316 stainless steel with hex head and 318 stainless steel with countersunk head. Td&n Turbo Screw, Anchor for cioncriate or masonry #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 012-24 Strong-Dnve XL Large -Head Metal Self -Drilling, Tapping Screws will #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong-Driye XM Medium -Head Metal Self -Drilling, Tapping Screws; with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XLI Metal Self-Drillmg, Tapping Screws with #1 Drill Point Pfoduct Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Chip Connector #10-16 a nd #12-14 Strong-Dwe FPHSO Framinghti Sell - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypasis Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Side -Clip Connector Steel Joist Con necto rs Bypass Framing SIde-Clip Strut Connector #14-14 Strori XILSH Shouldered Self -Drilling, Tapping Screws 91 ()-16 012-14, and 912-24 Strong-Drana X Metal Self -Drilling. Tapping Screws co > 2 0. C'O CD 0- ca 0 = cn (D 5 -0 ICU 0 in 0 C:) 0 0 _0 c a 0 LJ_ CU 0 �4_ 0 CU > cn E 0 Cn :E C1111) 0 C113 40- Iiii- _O.c Cn f MWI Z Z W mi coC_ > Cn 0 C>U 2 L- CL 0 0 OL - =:3 0 -0 cn Clio 0 M W Z _J CL SHEET NO. PA 112 MIAM XnAlfl -DA D E C OIL' NQJ� PRODUCT CONTROL SYC TION, 11 $05 Sul 24 Saga Room M DEPARTIM.NTOT RECULATORYiLNDECONOINVIC, RESOURCES allRi \fixnu Florvh BOARD AND CODE ADNOINISTIZATIONDIVIS101% T(786)3LS-1590 F(7W313-_'-59P NOTICE OF A( C'E PTANCE (NOA) Www- PGT Inditstrits, Inc. 1070 Technolocr Dift t, 'North Venice. FL 34!75 S(OPE: This NOA"-beLng issued under the.ipf-ILc3bletule,�audremili;loa,. governing the use of constructionmateriahl"he documeatafion submitted has beta reviewed and 3cc epled b v'.1,hauu-Dade Coujay RER -Product Control Section to be used in Muni Dode Covisty and other areaswitem alknvedby the Aiuhc,.,-trvHxvingJurisdctim(AEU)- MsNOA shall not be valid a�erfhe expiration date statedbelaw'. Thelkhanu'-Dade CounrY Product ControlSecdm i In Sliauu Dade Count-) and -or the MY (in areas other than Miami Dade County) rest rve the right to h3ve this product or mateiial test ed for quality a-Atu3nce puipcvft. If this product or material fails to petform in the a c c ept ed manner. them aly er will tricut the expense of such testing and the AHJ may immediately revoke. mo dif- y. or suspend the use of such product or matetial wittun. their jum-diction. RER reserves the right to revoke dui icceptance- if it is detennine4byNfiami-Dade CounryProduct ConttcIS�ectsou that this piodmtor maerW fails to meet the requirememof the applicable budding code. Tlus psAuctis approvedas dexiit*d henta and has been demped to compkywith the Florida Bul.1dingCode. inchtding the fligh VelocityHurricane Zone. DESCRIMON: Seui-es ",0"Vftql Slkfing Glass Door (Rtinforced) w/wo909& 13.41corner'-L.M.I. APPRON-..kLDO(:L-.NJCENT:D:,i%,.inv�\o %M-55-0.0 Rev & titled -Vunl SlidingGlassDoorNOA(l-N�.sbeet I through 21 of 21,preparedbywamifacturet. dated 10,,05) 15 and last revised on 02,VV21. signiedandsealedby A. Lynn Miller, P.E., beating die.\�Iiami-Dade County Product Control Re%-,,�jvn,,taajp with the Notice of Acceptance number and expij� date by theNfiatiii-Dade County Pi odtic t C ona 01 Sec non, MISSME IMPACT Rkmc;: La rje a nd Suvo 1111issde Imp n c r Res ista tit Litaltations: I . See table I (sheet _-) and table 2 i� sheet 81 for apphc at, It SGD unit sizes. design, pressvm, reinfoircements type,.. gla, ', n-pe,_ sill, riwr (see tables B- I & B-2. sheem 7-8) and auchot li-.-out -..beets requirments in I I thm 16. - Ri ad IX"hite FVC. Tan (Non -white) R*id PVC andBrown coated (Paumed oi lamtm tedN white R.Lzid PV, C to be libeled pet referencedNOA'srequirenieuft. 3. Egress, operable docn� amst comply%ithmin clear width or height per FBC reqi4rement. a,� applicable 4. Pocket walls under -."i:e ap)moval- to be revie-vved 1,,. Building official L-ABLIM;G: Each u=t shall bem a pemi.-weat label witL the watntfaciuret's name orlogo. cit�% state and,.ene, and followmg statement: "Mami-Dade County Product Control.Appoted", noted helem RE-NENVAL of thi�,'_NOA shall be considere4aftef a retwuil application has beeta f ded and them has beetino change in the applic able builduig code neptiveh- affecting the performance of this po�duct TER-WNATION ofthn NOA will,) � c tu i flet the e xpuatwn d �ile ot if there bzs been a rev%GL,:�n �s c hanse tn the matenah- me. andlor maint of the product or process. Nlku�e c f this NQA as an endonement of iny pi C41cl. for sales. mivem.-Ime orany otherpurpcaesshallautomxticall� *nuwte tLiL NOA Fadurem coulp4-wah. any section of this NOA shaill. be cauw -.61 teruinaticti aad itniol.-:11 ofN0A_ ADVERTISEMENT: The NOAnumber preceded by the wotd,, Miami -Dade County. Floitcla aLuJfollowed by the e.xpirauond.,teinavbedispla-vvdinadverfisinglitftaime- If anyportioaoftLe NOAls displayed. then it sLall be done in its entirety. LX:SPEC T10'.\: A copv of this entireNOA sbrM bepro-vided to the u5ts by the MMUfaCtUftr Of 95 diMbutos 5 and shall be available for ia�ctioa at the jcb s:te at the tecloest of the Building Official. Thii NOA revises & renev%'NOA 92 0-04 29.OS and cm�,nt -,o f this page I and e%idence p,,Fe -1 E- 1. E-2, E-3, E-4, E-5 & E-6 m well as appro-val document mentioned above. The subautted docmrialation was reviewed by Ishaq L Clianda, P I MM&M, ExpiradenDscot April.14,20226 Apprors]. Dat#:11arch M 20! 1 Pat* I PGT Industries. Inc. 'NOTICE OF ACCEPTA_N( E: EVEDENCE SUBMITTED 2. Ei-idence Submitted undei preiious submitW .A. DKXAVEI�GS 1. Driwwe No MD-5570.0 Rev B, litled "Vin-0 Slid mg Glass Door NOA (11MY'. Sheets I through 21 of 2 1. prepared by manufacturer. dated 100515 and last tevL�ed on 04/22,20, signed and sealed by A L,.mn Miller. P-E. B. 17E STS I Te�t feports on: 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loadingper FBC. TAS 202-94 3) Water Resistance Test. per FB(. TAS M-94 4) Large Missik- InWct Test per FBC. TAS 201-94 i) C-clic lKuld Pres,;ure Loadingper FB(. TAS 203-94 along witlimadmd-up drawings and installation diagram of all PGT Ind-ustries, Inc. reprewn-tative units listed below and tested to quaVy Dowsd 791 and D ow W 983 silicones. prepared by Fewitra, tion Testing Laboratory, Inc., Test Reports No-: FTL-'7"7, PGT PW5520 PVC Fixed Window (unk 6 in proposal), dated 091'0314 FTL-20-2107.1, PGT SGD780 Aluminurn Sliding Glass Door (unit 7 in. proposal) FTL-20- 2107.2. PGT CA740 Aluni Outswing Casement Window (unit 8 in proposal) FTL-20- 2 107.3. PGT PW7620A Atiminuni, Fixed Wuidow (unit 9 in proposal) and FTL-20-2107.4- PGT PW7620A Aluminum, Fixed Window (umt 10 in proposal) dated 0 7 13 20. all signed and scaled by Idahms Oi7ega. P E C CAL( ULATIONS 1. Anchor verification calculations and structural anatysis, complying with FBC L,dition (2020). dated 0422020. prepared by manuiactuier. sagned uid sealed by AnthonyLym.N.Uer. RE 2. Glaz* complies with ASTME1300-04,49, -12and -16. D. QUAHTY ASSURkXCE I�W- u-Dade Department of Regulaim- and Economic Resources (RER E. '.%L-tTERLkL CERTEFIC ATIONS I N otLCe of Acceptance No- 19-0304.02 issued to Kuraiiy A meik�a. Inc. for their ILiltracleat�.Cleai,.,iiid(oloi-PA-BGbsslat(.i�L-tv#i-�".expiringoa 07 08'24 2. Notice of AcMnmce No. 17-OM.02 issued roKuraray America. Inc. fortheir "Senn-i-Glasl ((14?ai and White) Gbss Interlavers*. expu'm* on 07,04,23. Notice of Acceptance No 18-1106.10 i��ued to Vision Extrusion:, Lmved for theu -Brown Coated (Painwd oi Laminated) White Rigid PVC Exteiior Ein-usions for Windows and Doors'"_ expiring on 00 3 10 ?4. OnS T 4. Notice of Acceptance No- 19-1106.11 issued to Vi�ion Extrust J-1nuted for their series *17E 1000 Tan 202 and lighter shades iNon-Whire) Rigid C ellular PVC Extetior Exti u�ions for Windows and Doors'. expiring on 1229'21 ;,, 4" 1 , �.-,4t7 f - - P 1� 1,;_ 11-1-4 1. Chanda, PX- Product Control Uuio Sup*rriwr .N*0A No - : 1 -0: 0 f, 0.4 ExpiratianDaret April 14,26.26 AWOV31 D3t#' M-ITCh M 2021 E 4 PGT Indu-,rtie -,. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB.\ffTTED 1. Eiidence submitted under previous NOA A. DRAWriGS I Mamifactures die drawings and secrion�. (Submiaed nneler.VOA.Vo. 11-01071, 04) 2. Drawing No. -XID-5470,I). %!W'Vuivl �',Iidui Glas� Door NOA sheets I through 21 of 2 1. prepared by nianufacturei d ited 10 0 5 15. with re�lslcnl A dated 04-05,17. signed and sealed by A- Lvmn IMiller. P,F_ B. TESTS 1. Testreporton I j T-Triiform. Static Air Pressire Tem per FBC, TAS 20)-94 1) Large Missile Impact Test per FBC, TAS 201-94 3) Wtnd P.,e��lnre Loading per FBC- TAS 203-94 along with niarked -tip drx,%-wgs.md in�lalbtwu d�igfam of vinyl Sliding glass door, prepared byFenestration Testniq Lab. Ili- Te�#( Repor No FTL 8717. aated 1107,45. signed and scaled bv Idahiu� Orteiza_ P E Jei; repor revv!ed on,"12 1.--, l6andO_"�`24:16) It Test report on 1).ki Infiltfatton Tesi. per F' T A "0 -'-94 2) Uniform Static Air Pressure Test- piT FBk- T4.V�, 2021-!�4 3) Water Resistance Test. per FBC. TAS 20 '-,�4 4) Lirge Missile Impact Test per FBC. TAS 201-94 .1) CvcLc Waid Loadm.r, m FBC. TAS 203-94 6) Forced Ewr�- Tt�l ptrFBC TA",202-94 along with marked -up drawtagand mitall;�aion dgrun of%-inyl Sliding glass door, prepared byFenestrationTe-sting Lab, lw�- Test Repor No ITL 8546. dated 11'06.15. signed and sealed bv Idalnu� Onegi- P E oll "I'! repor, iel.-i�ed � . 04 16 and 0 2 11,2016) 3. Test report on I.i Air li"traiion pe--r FB( I A'-_�, _' ( I _' - () 4 ' 2) Undmu StaTic Air Te�,; FBC. TAS 202-94 3)'%'aTe:- Res-�tance Te�,. per FB(. TA`* �02-94 �:B( T__kS 1101-94 4) Large Missik impac? Te�i pei L .. 1 5) Cyclic Wind Presawe Loading pt- FB (.-. TA �� 21-1 �-04 6) Forced Entry Test. per FBC, TAS _202-94 along w [th ruarked-up drawings aitd ia-sAallation diagram of vinyl Sliding glass door. prepared by Fetiestrit ion Testing Lab, Inc- Test Report No. FTL $547. dated 121'04: 155, signed and sealed by Idihius Ortegi. P E. t7est repotT rtn--ised on 0215,16) 4. Test report on I)Air hift1tiii.,on Tlei pe�,- FB(. TA� _'02-94 2) Uniflonn Static Air Presssure Te-si. pei FB( TA� "02-94 3) W ater Resistance Test, per FBC. TAS 202-,Y4 41 Large \Mitsile Impact Test per FBC . TAS 20 1 -94 C vchc Wuid Pre�--,urt ' oasltng per FBC. TAS 203-94 L - I 6) Forced Entry Test, per FBC, TA S _` -,)4 along with"vked-up diawings and in.;tillailoti diia-vani of %inyl sliding Psb dow.piepared by Fenestration Testing Lab, Inc.. Test Report No. if L 8548, C."ate-d 1 -1,04 1 '; signed arW seak-d by Id ilmis Ortega. P, E, (Test report revised on 0 1 %,'l 6 and �O Ishaq 1. Ch*uda. P1. P i o duc i ( ontr of Unit %porrf car %0A No. :Mt:04, (1k Expit,%rinu lippi 0'�.l I W to: March '021 E -1 CGI Windows and Dow �. Inc. NOTICE OF A( ( f PTAN( E: EVIDENCE SUBMIT If D E. XLkIERI.-kLCERTIFICATIO'.\7$(courinue) 5. Quanex Part Super Spacer Standard complying with ASTIM(_` IS Tbenixil Conductivity 0.881 BT11-%in, hr -ft-'-*FAS"M1 F 1`2149 WVTR-Pass, ASTM D_'18%� ASTM E 11901-G Durabdity-No Fog -Pass. (Submilled widerpreiloleSNOANa 15-0409,05) 6. Quanex P20 Durasea cumpl-,aw ,vifli ASTM C518 Thermal Coriduclivov _` _"2 B-PU-M hr 412-`F. ASTIM F 1249 ASTIM D 1434 Argon Pejmeanc-,-P.-.�� -G. Durability -No Fos: A'ST.M F 4,,, Dex Point Development -)O'F m 48 h: (Submined under V0A.Ye. 15-0409.05). 7. Vision Ext aisions. Ltd � Parts complying with PVC -A_-�.% L-1. 13. X"obintary Specification for Rigid PolyVitivI Chloride (PVC) Exterior Profiles for Vision Eirusl0l�, Lt.d A"EX-1 by AA]MA Fenestration Exteiwr Pfc4de ( e-nifii-atton Prograin. 0409. 05) 8. VV�ion Extrusions. Ltd. Pans comply * ,� 1,03 PV( -AAMA 303-13. (Stibinirred unferNOANo. 15-0409.05) 9 P`VC-AATvLk 303-13. Voluntary, Specification for RLgid Chloride (PVC) Exterior Profiles for Vision Extrusions- Ltd.-VEX-1 bv AAMA Fene,,!nvian Fxitn'tor Profile Certification Program- M Notice of Acceptance No. 18-1217.14 issued to Ener:n Few.-�!iatiou Solution, USA. Inc. for thetr -Tan 3040 & light shade (non -white) AA hit(- Ripid PVC ExteHor Ein-ustons for Windmi saud Dooti_ expiring on 02�04,21. 11. Notice of Accepiance 'No. 18-0122.02 issued to Energi Fene;%ii-.ou '-ollition. USA. Inc. for their series "White RiVid PVC Extetior Einusions for WindoiA;aiid Dow �. e%p=g an 021 '2S`2 3. 12� Notice of Acceptance No. 20-0203.03 Lss,,,t�i �(, Enerq,. Fen"ration Solution. USA. inc t'�A their 'Bionze & light shade cap coated White Rigid PVC Exterior Extrusions for X%ladmisaudDoors". expiringonO14625. F. STATE-NU.N TS 1. Statement letter of coriforniince to FB( 79h Edition lated 1144 22.20. issued b,%r manufacturer, signed aud �.ealtd P.E. 2. Sticement letter of no financial interest ant, 4,,,: mdl�vtnident. issued bv ntu ai cc L i -,r t-r ! a i e �1 04,118(20, sizued and scaled by Anthotky LNmn P 1. Prhate Labelina A-amnent dticutiwnt �etween PGT. daltl-; �)`, ",10 :5 uld signed by all ni,volved parties. G. OTHERS exj)iring 04 " I RERTest Proposals *19-1155 dated 01: 10.20 appro% cd 1.1-, 1�,Iw)q I C-handa. P-E. expinug, 04,14`2 1. 1�hiq 1. (handa. PX� Product Courroi L*W( tujP#imoi 2�OA No. 21-0!�,-*�Al E,rpirshoubai#� Appror,fl Da#*:.N1ArcL :-", .'fw:l P(.',T Tudustries. Dic, NOTICE OF ACCEPTAM: E: EVEDEN( E SUBMIT ILD B. Tf�TS (continued) Te:,t report on 1) ALf Infiltrat Test. per FBC. TAS 202-94 ton i 1-7-niforni Static Air Pressire Test. per FBC. TAS 210--94 3) Watet Re�,.it_uice Te-:J, pei FBC. TA�, _'0_'-0,4 4) Large Nft�,sde linpac! T',,1 per FB( TA� `10 1 �,'4 C'Whc %%'uid Pressure Loadu-,g per FBC. 2!113-1.:�4 6) Forced Enify Test per FEC. TAS 102-9-4 along with marked -up dratNv uigs and ulitalbrion c4az�.Uli of "lidulz Zliss doof�prrpared by Fenestra, tion Testing Lab. Inc.. rest Report No. FIL 8.q9_ dated 11`06,15. signed and sealed by Idalim; Ortega- R E. (Test Moil revised on 11-10415 and 021111,16) 6. Test report on 1 i.Air Infiltranon Tev, per FBC. TAS 202-94 Y ) Undo-inStatic Au- Pressure Te,�t. pet FBC, TAS 202-94 3) Water Re-,,;imce Test. M FBC. TA� 202-94. 4) Lai-ge \ 111,Siie 1111+�-.IC T Te�,-, pei FBC. TA S 20 1 -94 5) Cyclic Wind Presswe Loadui z per FBC - TAS, 2"0". -04 along with maiked-up drawings and installation diagr.uii of vLu,;l shdul ig gla� d oc-,T. prepared by Fenestration Testing Lab. Inc.. Test Report No. rTL 8552. %J ited 1204 1 -�tgued and , by I d alaus Ortega. P. E. (Test report revised on 02, 155,20 16) 7 5�zt ,epon ou 11 Uniform Static Air Pressure Test. per FBC. TAS 2021-94 i Large Missile Impact Test per FBC, TA S 201-94 5 , i c Ls: Wind Pre�stre Loading per FBC. TAS 203-94 along with n=ked -up mitallation diagram ofvwyl sliding glass door.prepared byFenestration Te,ru.,_:, Te-�T ReportNo.FTL6638 (samples A-1 thmA-221). dated 1119,10. iagnecland Sealed 7,_,wroe A Caiiso. P E. fStibinitled miderNOANo. 11- 010 7. 04) 8 Testreporton per FB('.T..kC,' _102-04 ') UnLfonnStaac.Au Prt;swt Te,,-.pM FB( TA'.',., 202-94 3) Water Reustanct Test. per FBC*. TAS '10 1-94- 4) Large NlL-.s* ln4)act Test per FBC. TAS 201-94 -,'4 Cvchc Wind Presstwe Loadtagper FBC. TAS 203-N.- 6� Forced Eniry Test. per FBC, TAS 202-94 along,xitb tua:ukej -up dta-,vingii and insta Hatton diagram ofvinyl sliduig glass door, prepared by Fenestration Testuig Inc, Ttt Report No FT1 63�- i �,amples A-1 that A-5). dated 11"06 10. signed and sealed b% Joice A Cau�o P ]EE. t �nbwjne.d [I ndlerA-0.4 No. 11- 01w. 09) C C _A.L ( ULA -1 IONS 1 -Anchor verdication cakuLmua, ind -�tiuctuiil with FBC-2014. prepared b-.1, PGrT. dated 12-091 5and List rc%ised on 01,1516, signed and scaled by AnthonyL. INLI'lev P E i �nbnAried urider Y0.4 Yo. 15-1210.01). 21. Gbzing coniplies with ASTENE-1300-0P lihaq 1. Ckaud3. P.E. Produti Control Unit Suptrriwr X0A No. !1-0209.03 E.tpirationDato: Apri.114.!0226 Approval DAte: March M 22ON E' PGT Induitries. hkc, � kill t 3. Neii E % ideitcee Submitted A. I DrawineNo NEE)-55. 0.0 Rev B. titled"Vinyl Sliding Glass Door NOA aSrf'. sheets t tbrougj�-11 of 21 piepved b%- nimufacturer, dated 101)5,,15 andlast revised on 01,01-21- signed and sealed by A 111le-f ? E 'No t e Tlm- revision consists repkic eillel'j (.) f , �ane e �%iq ul-stalLai ion screw with flat head B. TEST�, %I", 1. . ,, ilq� CALCULATIONS 1 None.. D. QtAL ITY A SS1L7R_kN7CE 1. �-fiauu-Dadl e Depirfnwnt of Regulatory and Economic Resotuces (KER) E _NLXTERIAL C ERTIFICATIONS 1. N, %-I! ice of.kcceptance No- 19-0305.02 issued to Kurarav Amenc i. Inc. for their Tjosifol� Uln-aclear. Clear, and Color PA-B Glass Interlavers, expiriagotiO7.08-2-4 2- Notice of ALCe'P',.L11CtNZ0. 17-0808.02 issued toKuraray Amei Via, Inc. fortheir yers expiring Senti-i Glasi (( leai and "lite i Glass Interta ' ' on OT04,13. 1 Notice ofAcceptanccNo 18-1106. 10 issued to Vision Extrusions Limited fortheir-Brown Coated (Painted or White Rigid PN*( f !Eterior fin,usions forWindows a nd Doors". expiring on 09 3 )U�. 24 4 'Nonlce of Acceptance No 18-1106.11 issited to Vt�-ion Exmk�4ons Lunated for their series VE 1000 Tan 202 and lighter shades (Non-Whire) Rigid C elluLu PV( Exteiior Exri trzion, for AN`mdows and Doors". expirin g on 12 92 1. F. STATE -NEE N TS I Statement letter oi con.1'71.An-"i,1-e io YB( "I Edition (2020). dated 0101-121. issued by icturer. signed and sealed by Ai,.thoir L- nr� NEJt�r P E, 2 Priv-ite I ibeling Agreement dated 03�"08`21 t�erweer, P(_'7T Indn:%me, Inc and CGI Aliadvsys aiid Doors hic. signed by Dean M., Ruark, P.E.. V.P. Engineertug, on behalf of boih compaw.�, G. OTHERS 1 This NOA retises & i etjei% � NOA= ' .0-0429.0-5,,"PLA expiring 0414"26. 2. The --urrent associated PLA C G1 fik e%pme 04 -14,26. E -6 1-h"aq 1 (han4a, P.L. Produci C outrol t nit �uponi-.or -NOA No. Erpiration Dato: April 14-20.3 APPI.-.11 Dw(#:Marrh 26. 10!1 PGT Industries. Inc. NOTICE OF ACCEPTXNCE: EN-E[)E.\'(*E SITMUTTED D. QUAL1TYXSSU1;Lk_NC E I Miami Dade Department of Regulatory and Economic Resources (R.ER) E -ALATERL-kL CERTIMATIONS I . Notice of Acceptance No. 1."528.14 issued to Vision Emaston Lautted for their M'hite Rigid PVC Exterior Eumsions for Abdows and Doors**. dated 08113 15. e.v=g on 09,130/19. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited fortheir-A-E 1000 Tan 201 and lighter Shades (Non-111die) Rigid PVC Exterior Extirusions for Win dows and Doors". dated 120,116. expiring on 1-11-9.,11 - 3. N ot ice of Acceptance No. M" 528.15 issued to Vision Extrusion Limited for their -Brown Coated (Painted or Laminated) White Rigid PVC ' - Extei-ior Extrusions for Windows and Doors". dated 081,13,15, expiring on 09130119 4 Notice of Acceptance No. 16-0712.02 issmd to ENEILGI Fenestration Solutions USA, Inc. for their "T.LN 3040 and Lighter Shades (Non-111*e) Rigid PVC Exterior E in-usions for Windows and DooW dated 00 1 i 16. expiring on 02,04,J',')1. 5. Nunce of Acceptance No. 16-0-12.04 is-sucd to ENERGI Fenestration Solutions USA. Inc. foT their "Bronze and Lighter Shades of Cap ( oa(ed Rigid PVC Extefior 09,rl 5 �, 16_ e. Lin-usious for Windowsand Doors" dated Xpiring on (N 16 20 6 Notice ofAcceptan No. 16-0711.03 iss� toENERG1 Fenestration Solutions VSA. Inc. for their "AMike Rigid PVC Exterior Exti-tisions for Windows and Doors" dated 08 10, 17, expiring on 01 1218,18. 7 Test repoftsNo(s). 10-002-792(A), I0-06-.\l0_52'7. 535753-09, perASINLE-84, ASTN�ID 1929 and ASTMD-635. issued by EXOVA to Vission Extrusion for cellulosic composite niaterial. (Snbudried widerNOANo. 11-6107104� S. Notice of Acceptance No- 14-0916.11 issued toKuraray.Anxiici - Inc. for dw Sean-yGlasl (( lear and X%Ue) Interlayer". expiring on 07'04 1 S 9. Notice of Acceptance No. 16-1117.01 issued to Yawaray America. 1w. for their -Trasifolt Uhraclear, Clear and Color PA'B Interl;yers". expiring on 07,10819. F , STATEXEENTS I . �tatenrnt letter of conforruance -with M -5th Edition (2014) and FBC Wb Edition (2017�. issued bv nianufacttm. dited 091+� 17, signed & sealed by Lvan MWer. P E 2 Statement Imerof no financial interest. dated 0448.17. issued by manufacturer, signed & se2led by Lynn NhIlm P-E. 3. Letter of lab compliance. part of the above test reports, 4 REP, Test Proposal No. 17-0387- dated 05,,05 17. signed by Ishaq Cbanda. P.E_ L Notice of Acceptance No. 15-1210.01. issued to PGT Indiistries, for their series Vinyl Sliding Glass Door (Reinforced) - L.*_%l.1., expiring on 04,� 14�21. Iskaq L Chands, P.E. Product Control Vait Sup4rrisor NOA.No. ZI-O' M.03 Expinitioul)atv April l4..'0!6 ApprovalDam March M.102 .1 E Al "', 2 � 9992 VIRTUAL ;%E !V ASSt!;' VirtuaiReviewASr-;S!,`�1c. Pians Revi�:,iv and r ��j:) v e d L for compliance with the 202�) F6,307'h Edition by Debra Anne Kiahr PX2300 27,2022 Cn CU > 92 2 C- "a 0 0 a CU 0 0 Cn -2 0 0 q 0 .0 U_ CU 0 M CU Cn -0 E 2 M 0 Cn CU CL J=_ CU Uj 04 U) (D E =3 CZ > Cn 0 IT 2 L_ CL 0_ 0 -4-0 0 0 CU 0 LLi CL 'D_ � _j SHEET NO. PA 1L,3 MIAMI-DADER MIAMIA)ADE COUNTY PRODUCT CONTROL',E("TION DEPARTNIFN r OF REGULATORI AND ECONOMIC RESOURCES (RER) 11805 SW 26 IIiccl Rooiii 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 3317.5-2 !'1 178(.) 315-2590 F (786) 3 NOTICE OF ACCEPTANCE OA) ki - %%%%.iniiiniidade.gov/ecoiioiii% Cast -Crete USA, LIX 6324 County Road 579 .ieffner, Florida 33584 scot-p,: 17his N(--)A is being issued under tile applicable rules and regulatiouN o� erning, the use of construction materials. The documentation submitted has becii re% ic%%cd and accepted by Miatni-Dade County RER- Product Control Section to be used in Miami Dade Count,,, aild oilivr areas where allowed bN tile Authority Having .1in isdiction (Al-IJ). This NOA shall not be valid ifler the expiration date stated Wow The Mimni-Dadc COUnty Product Conliol Section (In Miami Dade County) andlor the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforill in the accepted manner, the mailLificturer will incur the expense of ,uch testing and the AIIJ may immediately rcvokc. modify, or suspend the use ofsuch product or material within their jurisdiction. RER reserves the right to revoke this acceptance, 1fit is determined by Miami -Dade Count\ Product ContToi Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as docribed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Ca3t-Crete) 411, 6" & 12" Iligh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCU, MENT: Drawing No. FD4t512, titled "Precast and Prestressed Lintel Details", shect I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12- Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parr�no. P.E., on January 1-2. 21019, all bearing the Mianii-Dade County Product Control Revision stamp with the Notice ofAcceptance nurnber and the expiration date by the Mianii-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: iach lintel shall bear a pernianew label xvith the manufacwt-cr's name or logo and tile Miami -Dade County logo. RENEWAL of this NOA shall be consideicd afliera renewal application has been filed arid there has been no change in the applicable building code negativelN alfccting the performance ofthis product. ,rERMINATION of this 1NOA will occur after the expiration date or if there Ila,, been a revision or change in the materials, use, antFor manufacture ofthe product or process. Misuse of this NOA as ;tit endorsement of all), product, for sales, advcrtking or any other purposes shall automatically ierrilinate this NOA. Failure to comply v� 1111 any section of this NOA ,fiall he cause for termination anti removal of NOA. ADVERTISEMENT: The NOA number preceded by the %Nords Miami -Dade Cotinty, Florida, an(] followed by the expiration date ina� he displayed in advertising literature. It an� portion of the NOA 1� displayed, then it shall be done in its entirety. INSPECTION: A copY of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at thc request of the Buildin.1, Official. J his NOA revises NOA # 19-0130.14 and consists of this paj�,,e 1, evidence submilled pages E- 1. E-2. 17-3, E-4 and F-5 as well as approv al doctiment mentioned abo\ c. I lie submitted documentation ,vas reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0030.15 HIAMH Expiration Date: 09/11/2023 ,,MCOUNTY Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OFAC'CEPTANCE: E.VIDENCE SUBNIMED 7. EVIDENCE SUBMITI'ED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. NOM, B. TESTS 1. Nolle. C. CAL(717LATIONS None. 1). QUALI T Y ASSURANCE I By Mianu-1hide County Depurlmentof Reguialut- y wid Fconomic Resources (RER). F. MATERIAL CERTIFICATIONS 1. None F. 0111 E R I Compliance Lefler with the Florida Building Code ' �101 7 Edition. issued by Casl- Crete US.4. Inc., dated 08108,117. signed & s ei iled h v Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressei I Lintel Details ". sheet I of 1. prepared b ' v Craig Parrino, P. E., daled March 2.1. 2003 and Drawing No, L 14612, filled "Casi-Crele 4 ", 6 " & I " " Lintel Safe Load Tables ", sheets I throu�i�h 3 qf 3, prepared b - Y Craig Parrino. 1'. E. dated March 24, 2003. last revision daled June 12, 2014, all signed and sealed by Craig Parrino, P. k, on danuaty 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE I Rv.lfiami-Dade Coiint.v Department of Regulatory onel h'Conomic Re.sources (PER). E. MATERIA I, CERTIFICATIONS None. F. OTHER I ArtiCkofConversionfiOr a name chatige (��'flcbnN A. Makar, P.E., M.S. Product Control Section SuperN isor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Dale: 08/20/2020 E 4 Cast -Crete USA, 1.1,C NOTICL OF ACCEPTANCE: FVIDFNCE SUBMITTED 1. EVIDENCE SUBMITTED UNDFR PR F'VIOUS APPRO�A I - 903-0605.04 A. DRAWINGS 1. Dravi'm,,,, No rD4612, filled "Precast (inJ Pi I Nircs wd Lintel Detail\ ". �shcc/ / ofl. prepared 1) � ( *rt ii�g Parrino, P. E., dated.-11,o-i h - '4 '003 andDrmi�ingNoj. / /4012. titled "Cast -Crete .1 ", 0" A- 12 " Lintel Safe Load ". Owels I through 3 4).13, 1,rt / ,iredh): (7raig Parrili(,, III,_ .1owd illeirch 24, 2003, last revioem ��/ datedApril 28, drawings signedtmdteolcdhi Crai�i� Parrino, RE B. TESTS 1. Test rcpori on flexural testing on I-, f) �- I.? - Precast Concrete 1. mwl� Filled and 0!filled Models, total of (13) concrete ImI0.\ ' I 1,'k *iMens. per ASTIV L-52')-114. prepared ,t)l',,Il)pliedResearc;tl,iil)i)t,,,ilt)ries.ReporiNo.3it4(�4�I dwed 04,110103, signed aml scl,lh -4 1q, Christophet-A- lhmiwi. P� 1,1'� C. CALCI ULATIONS 1. Cellculationsfor Cast-( i ctc I iniels, (fated 05129103, _'01" pa.ves. prepared by Craig Parrino, PE., signed anti sealed by Crai,,, Parrino, P. E". 2. Coiculations for Cas/-Crcle [intels, dated 0512SW03. 1.1017ages, preparedkv craig Parr.,iw. P F., signed and sealcd bY ( 'raiiz Parrino, RE D. MATERIAL CERTWicATiON: 2UO2 2. Cavt-( 'rct,, (biality.5yslem ManutiIjbi- Pn, s tressed Products dat, -, 12002 2. EVIDENCLSUBMITTED UNDER PREk'1011S APPROVAL 9 0N-0320.09 A. DRAWINGS Drawing \'#; I-D4612, tilled "Precast and Pre�tressed Lintel PciotIC, sheet I qf I, prepared hi, Craig Parrino, P.E., dateeliforch 21, 2003 and Draiving Vo; 114612, filled "Casi-Crele 4' t)" & 12 " Lintel Sqfe Lood labk� ", sheets I through 3 ,1 ". I.V'Cpared hy Craig Partmo, P.E., datedMarch 24. 2003. i,z.%t pci i.sion daledUarch 11, .'oo� B. TESTS 1. %one. C. CALCULATIONS I Nlone. 1). QUALITYASSURANCE 1. PY Miamj-Dadc County Building Codc Cumphance Office. E. MATE10AL CERTIFICATIONS 1, Notle ---. Itz, "714ehn.) A. Makar, P.E., M.S. PI o(Juct Control Section Supervisor NOA No. 20-0630. 15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE,: EVIDENCF, SF13MITTED 9. NEW EVIDENCE SLBMlT`TED A. DRAWINGS 1. .\ one. It. TEST S I None, C. CALCULATIONS I None. D. QUALITY ASSURANCE I /?v Miami-Dadt, County Department e;l R,,.,1,u1wory andEconwmc Resources (RER) E. MATERIAL CE-11TIFICATIONS 11� None. F. OTI I FR I Compliance Letier with the Florida Ujidding Code, ' �0/ 'Ldition, issuedbi Cil.sl- Crete USA hic-, dated 0810817 �i.,vwd & sealed bi C, aig Parrino, Pf' 2. Comp, lionce Leiter with the Morhl,i Building Code. 2o.�o k'dition, issued h.i C,i.st- Crew OSA Inc., dated 06/1 1,2o �s igned & sealed h.i ( *Faig Parrino, P 1'. L- 5 L I I c I in N- A. Ma ka r, 11. 1%., � 1. S. Product (, (Iotrol Section SuperN isor NOA No. 20-0630.15 Fxpiration Date: 0Wl 1/2023 Appro�al Date: 08i20i201_0 Cast -Crete USA, 1.1 C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE StAINIFIA ED UNDER PREVIOUS APPRONAL 9 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 14-0903.03 A. DRANNINGS A. DRAWINGS 1)raivingYo. FD4612, 0k,1 "Prct asi and Prestressed Linlel Oci-cilA " sheel I qf 1. Di-mvingNo. FD4612, titled "Precast and Prestrevsed Lintel Details", sheet ol 1, Pi eptired by Craig Parrino. P /,. daled Xtarch 24, 2003 and j)1.o vs I � 1.1', .\ o 1, dated 03 24,03 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6" & 12 ialcd "Casi-Crete 4 ", 6 " & 12 fmiclSa I , Loud Tables ", shecl.� I ,It Lintel S*qk Load Tibles" sheets I through 3 q )n f3, last revi. it dated 06112114, all through.i (43, iii-t�[7are(ibvC,raigl-at-i-iiii.), P.I., d(i1cd.,11arch24, 2003, last prepared, 5igitedtiiii.vetilt,tlkvCt-aigParrino, RE, on 0849/14. revision dated Alan h 1� _'008, all signed and sealed hy Parrino. P.E., on klarch 22, 2012. B. TI, STS 1. None- B. T F.S I'S \wle C. CALCULATIONS 1. Calculationsfor C-ast-Crele Lintels, duled 08/ 19-2014, pages 14.201 1hrough 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signedand sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE 1). QUALITY ASSURANCE 1. Bv Miami -Dade Counjy Department of Regulatory and Economic Resourc es (RER). Rv Miami -Dade C'ouno� 1)cl4irltnent ofl"ermilling, Environmeni. Inid RegidatorvA#airs. E. MATERIAL CERTIFICATIONS E. MATERIAL CE'RTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER I Letter ftom Casi-Crete I)XI, Inc, detted 0811912014, signed and sealed b ' I, Craig 1. Letter ji . win cj,�i-Crefe Corporation, datcIl Fcbrnory 03, 2012, signed and.waled Parrino, RE, certifying compliance with the blorida Building Code, 2014 Edition. hY Craig Parrino, (crtit'Ving compliance with the [Joi ida Building Code, 2010 FcNion. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMi'virii,,i) FNDER PREVIOUS APPROVAL 0 13-0321.07 None. A. DRAWINGS I Arone. B. TESTS 1. None 13. TESTS i None. C. CALCULATIONS 1. None. C. CALCI.I.ATIONS 1. None. D. QUALITY ASSURANCE 1. Bylfiami- 1)adc Couniv Department of Regulatory and Economic Resoln-ces (RFR) 1). QUALITY ASSURANCE I Rv Miami -Dade Count) 1"Icparilnew of Regulatory and Economi, Rtsource� (RER). E. MATERIAL CERTIFICATIONS I None, F. MATERIAL CERTIFICATIONS 1'. OTHER 1. Compliance Letler with the Morida Building ("'ode, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08/081 signed & sealed by Craig Parrino, P. E. I lelin v A. Makar, P.E., M.S. Supervisor 4 '11elmy A. Makar, P.E., M.S. Prokuct Control Section Product Control Section Supervisor N0A No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/lP2023 Expiration Date: 09/11/2023 Approval Date: 08/20/1.020 Approval Date- 08t20/2020 E-2 E-3 AUG 2 6 20ZZ \/I- T U A L REV I � 'Af ASS IS7 irtua; Revievv P �ans evi(_iv (.(,,r�, ,' e,nd ar�-1--,,j-ved o r c o n i p iiia n c e �'V' I t h 'u, I= 2 �-,, 2L (5 F 6 . 3 ' 7 t h -lifion by Debra �, oit, Klahr PX2300 May 27, 2022 Cn > 2 C- 0!2 CU -0 a- -I.- L) a) 4- r CO (D = -0 CU 0 -cu � Cn C 2 M -0 a) 0 3r. CU 0 CU 0 CU > E 2 Cn CU 0_ CU 40 C:)- z z W CU CD > 0 C>U 2- CL 0- 0 0 CLL CD 0) CU Lij SHEET NO. PA 1 04, ____ - __ � /--" - rXQDLCI Lis -%L&l1ls0 XkJVXL.b0. .9 All 01 I ______ rWJDLCr L% ALI,,%J)Ub HAIVtfj :iQ_2*q2nX I I i ILI FCC) iNc. \ TILLIT TrSTING A ENGINEVIAING COMPAIll 2.2. IIESTRFPORTS: 6. MATERY"MIRACTERISTICS ANO SPECIFICATIONS: .________.. *�0w,_A T�rff._?Iii I Large mrs,Ntle riq-st.1, w�vj!jjtilque load tests virsisire pedonril umer Prc,ll 7AS Shal� tic -�Il�cdy in accordance With General Noteiii and comporieTits indicated on � ".. 1 % 201, 203 as pev secl!,on 1626 oi ill Fil iris Buodling Cnl Uniform ill io;vfo� . k - , , , ,ind 22 of 26. of Ploduct, Evalualtan Document (P E 0 ). drawing M � 1 . as not TAS 202 Protocol Test rc ,�oetis prepared by Hurricane Engineering & N*�20-4 16, Anchor tip,cc-Acations shall be as Indicittod on sti-osets 1. 7 ifirsd 21 (.,! Testiling. Inc. ROPCAS 0 Wfiefi dated 0SX911C19115. 09"70 Ofistsid 0q/je1jq.q,!, 26. ut P�oduo Evaival Dso,.�suml (RE 0.), drawing No. 20-175. PRODUCT REPORT n46-T30 dated 0912MIQ96. oil three signed and sealed by Hector M. mrsOln's -EVALUATION P L , FaIuKtration Tasting Laborawy. #tic. reports it 2032 dated 04A8111998 and 02126doccClfj�f-?,5,'1990wtinesittiobyGilbarDi.,)ly,,)nd.P.C- antlRepoctfsto, 7. LIMITATIONS AND CONUITIONS OF USE: REPORTill 20-0720.01 0219.01-D9, dated Mars ?, 4. 2l Sigrill and seated by Ed�-tliwdb ..�rqaritpada, P Ez and Henry Hattern, F F 7 I. Shal: Ill 'AfK* In QWOal v ysitit Q,v, k�t , '�oltll Na 1, 8 Thilit 14, inilicalou DATF, July 26.;10�1) ,.,,, - 1!4- (isist rwp"rt No. 9CM-197 oy OC Martallurqir:_1 ,ric. il k4ainch 13. 2 J, . Ol on 81)"t I o' 211S. 31� mol at General Nolos 9 I 1hru 4 ancl I I Miu Ili. -viii-aill On shool 21 oill rJ P;c,Ju:-A Evaluation Document (P F_0.), drawing No. 20-i7fi PRODIUCT CATEG43,11l ShLows s.9noo art miW by Frank (,rate. P E pirepared by 7`11tow. [tn. and stqnM a W sill try Wager A Till it., P.L- PRODUCT SUWCAIEGORY: swm Panel 2,3. STRUCTURAL ENGINEERING-CALCULill I 2 ;��fUd�'L! may be installed within HIGI I ,-Ft -�--: Ti 1,11JIRRIC ,ANF ZONES as PRODUCT NAME. 20 GAGE GALVANIZED STEVEL STORM PANEL On2OGago G31v.intzed Steel Storm Prisil for maximurn pill le'rigili. ,i� ,,Epi wind Ill 1, as %k firl; a s max,cl m ancti,er spar ing vs difirl wind IQ04 onc 1p�, � I", d fit tfw tec' on -A,cll on 1020.2 of the Florida Uuii,..,, 4 � � t,:;-,j, MANUFACTURER: Global Protection Products LLC, length bilisillic oti is; onal iill compal avaiyil kinic 1r, accordance ws�l� sactIon 1616 of the Flonda But,16l Coili) CaLUalions prinparied by TiAllosoo, In,, 7 3 Product shall onsly t,--,, -�tiillssfis Into pourvid conclusts. C�ur��f!!i,: i 1..j, - 'l � 460 SW 1,1 Stril dated 1IM3M and "'_1l`1$, Ijj�lr,mi,i �snr, *e,alsl by Wallill TOK Jr., P,E� wood linsints rnructi.il Oa,Ae. Fil d&33 3 i 4 1. PURPOSE OF FVALUATION: 3. MISSILE IMPACT-RESISTAN-M P"AW Evaluation Report ptepas o-j L4 iWWc; A Tillil Jil P.E. (Flarll License This is a Product Ev,iiiia',, i4oty)ri '-,fil,scss) by WafterA. T1111t. Jr.. P.E., (System Large rini,ss:k �til.acl under section 1826 of the Florida Oulldinq Ce'-do .4% per TAS 201 P"oc.oi . No 44167), President of Tilleco Inc. IFIl CA-0006719), 10 # 11900 to the Global Piritectloin Products, LLC Rule Chapter No, 61 C20-3, Method I 0 of the Fioricia, nepart,il f.,f Ril I nill and Proftss�onal Regulation. 4. WND LOADS RESI$TANCF, r I A ...... 1.0.11""', � 71 I , ,'�-,,,,� � , �. .4 0"', I, lage Ga'vankzod stoof Sir"ll pa('4f, !1,1 11loess, Vorifirl to Gull v�]"I�j "'! G , " v-,% /.,t,,�.-,"C,glsl , '4� .., . � Thispirril isnAling issued an Evaluation Report as described hero,l ,, ,,a,,, ;,nestitios. Maximum panel length shali lwa�� ,ndicatedoll stesil 8 ?O 1,;. 1�) I C, . . 44167 *. 1 bow worlillsold for conisiatiall , n occorsdance with ther 2020 Seventh Edboin of tr,ll I 6. ?"i a " 26 of 29 at Prod uct E vs Ill L*n L)oc u mil (P E 0.), d(swi no No. - -,-, _44%tr . .*.,�. . � , T. * E Fleirlift Buill Cods, arill to verily ivv It* liff)(tLtil fM is"t' Pj]rVk)Se niterAtisid 20-176 Max,ol An0cr Spal shall be as Indicated on shoolts 8, u to, � - ' . I I . * '. -) ,.1 ��?. - , ,;L -. � ., I - .11 & .V toast oquiv;4l to that rdsCisairsaid by the C*d,, 14, 15, 1?. 18. IV. 2-d 2.3 x<! .'(�,), 2fl. .Y Product E-,j,uaijon Document (P F 1)." drawing No. 20-`176. , __1___.Al; __6"l * �-Atl --- * 4 � - - - . -"- i I I.. � 1. , 4�; Nok � . ir e lill " , , rlift Product Evaiusurin Rol shelf be subject to revill anij irsivision in wee 01 , \4" x"'416, w NAIANW .1 su killing Codo chongo OW may afrel its limitations and con6florts 5. INSTALLATION; ",vtollo"n", Iralsomiturs, shall be Wormed stincilly in aceorsdon,_-o with details indicaled � �i 2._WDEKCf_WI3MtTTED: Shossift 3thru 7. 10 thru 20. 23.24 and 2Uot 26, of Prut;uct FvalLoUll Clocumen, V" .. 0 1 - lICOAZY'sl vi,ljiz_'� P 11, Ri'll Mir-.011M PR0%CTK.,-, o . � 21. PRONCI"ALUATION DMUMENTIP&J)J. . (P.E.D.) drawing No. 20-176 Knimurr. sepairal,iyi to qlpsg ahall be as . Gist "i= tl U':Ak`1`A1l DRIV'. -ri,','S'44M11l1 9 ni)Msi'� Drawing No. 20-17 6, Wed "20 GAGE GALVANIZED STEEL STORM PANEL". indicated on sheets ll 14, 116 25 and 26 ot 26 of Prod,i,.,1 EvzoLiator Docurnsill *hoots 1 thru 26 of 26 premed by Tifte,co Inc signed and scaled by Walter A_ (P. E. D.). droviving No. 20-1 to 7`11111, Jr., P E.; datod 012812020.i This, drawing is an Integral part 1 16 "" , I A ("'firs. Evalushort Repoirt. 0 'll tiliffil , r1,,'�,,:,,,% A 7 t R 144"11, . . .. . s. % I . 41F 10s;'A . ...... ` �,,0i I �,r,liill '�` 1, * " '. ... ., I vt )v I , V� � , .. .. 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Bonds 33314 IQN: This is a Prosdud Evaluatior, P4:;,)i,, :i-k,jt,'hv Walter A. THIlt. Jr.. P.E. (Systervi lr,, ,� 100l to the Global Protection Products, LLC Rule Chapter No. GlG20-3, Ifialhod 10 of the Florida Deparimaoit Of BLIsinoss and Prolies"n.al Regulabrin This prooll is tissill jss6*xi an Fw0L:j1irjn Report as duscribed heroin, and ha i boon vs~ for compliancia in a"osrdjnso�- Mth tho 2C-.10 Sovanth Edition of the I lt,lli. l)',_�il Flo,ida BLMdlng Code. and to verify thd I I �. lur:he Pu-poso intended at Ill slislijivallant to that required by the Code I his Pioll E,earNal Report shall be sAect W raylil a, i�j ! ��,vo �;i i, .-,inl .if a Building Col "ril Mal may affFwJ As limitations and wndiWW. 2,_F_VIDENCr;,r>U0MrrTED; DOCUMENT (P.E.D.): Drawing No. 20475. tolod"24 GAGE GALVANIZED STEEL STORM PANEL. ilissisdots If thins 18 of 18 Wvpwwj ;--v I WeLa. 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I � -q-, --_- yii..! . . - 7 ---I--- - I r, �. - ..; . __0-07:L �_&"" I -1,14,41 r 0�7z .1 ,�,, - 1, I. I . .�.r:�E_ __ . - . 6wr I . ji, - ___ ___._ I - . .- __.__._ _. I _ - PUQUL:UAZYALI.A.Uik:ijU-F(PRT.NO. lo)-#727AZ 2.Z TEST RL-PORrS: Largo missile, iMpill load lill weir) perforill unftr SSTO 12-99 i1stricil j4t, pet Section 160.1 2 of the Florida Stall il Uniform Malk loads as p6f Secdon 17W.8.3, per ASTM E-330. Test reports pwarsirdbyAmorl Testing .abofSoulhFionda.R4#port*081A.Ol-Old4lodO3lll,,C2witnc�%teduyWilli4lin :� Munner. P.E . Boltz Morel P.E, and Henry hattem, P E. anic Report No 02 I 9 01 -09. dated Februa ry 25, 2009, signed arid sealed by EdrisIursdo Largaospada, P-E. An" Henry Hallam, P Fi� Large rivissilaimpaclond r,ycgc iondiril per Fircloculs I AS 201 & 203 as per suction I 009. !.2 of the Florida , Rullidirg Code Test Ropom owarM by Arintireen Tesill Lab ol &�futh P,iil Report No 1123,01-10, doll M;,.ori,04c, 23� 2010, signed and sealed by Ju�K E' Clonzal P.E Tonshe IW report No 9CM-198 by OC WNrisillurgicssi, Inc, idled match 13.20M. s grod and sealed by Frank Grate. P,E. as per ASTM E-8 find Tensile Test as :*r OC MololluirQc-,al Report No. l0KM-1 318. dated Decombor I 2010 signed .4eNiv.Nifed by Jostry Jacaufarl RE as per ASTM E-8. 2-3, STRUCTURAL ENGINEEPJNG CALCULATIONS: On 24 GAW 0Wvairritzaid; Stall Storms Par,sq-i 1w niftionium paril Isfingth vs, de*ln wind load. as %eA as maildsmurn anchor spacing vs. aeWn word losed and pall lengl.h based on rati,ol' and comparative analysis, and in accordance with soction 1604 of the Plori,da BuIldirg Code CslcuiM4r$ptvporedbyTiltgco, !7,� dated 12115/10ir-0 C&27113 (for this myls*n). sligned and sealed by Whiler A 100 I' P '-'r 1.03151LE IMPACT RESISTANCE! I aige missile impact under ill ItOW I -k of WM 1`101)da Oudil Cridid. as per S SS7D 12-99 Stwidarnif and TAS 201. 4. WIND I QAU5 RESISTANCE: 24 �,alils) �,;flvantred Steel Storm Pail haf� b.Fjt�ri,,piified 10 Sustain Wind ptessbl)r-�% Mairinxim panail longsth shall be as inclic*tet; ol -sh(,,M% 3, 9. 10, I 1, 12 and 17 or 18 of Product Evaliallorn Document (Il 0 l. drassil No. 20-175 fitaximurn Anchor Spocing arriall ho As m4licated on shooft 5, 9, 10. I,, 1,4 thr-A 10 and 18 04 18. of Product Evaluation Dociamortill (P.E.D.), drawing No. 20-175. 24 Gage Galv�antzad 5" Storm Paril has been vWMsd for cod# com;Ystiactil k) work as a nonf-poislassus Norm shul asnombly. as mr SSTO 12-" Standard D. M. - (�) - C3 ), Cl�, � 4'jil' 11� " - 1 il 03 . 40 i 4o , ,�, i, � � dr*1_"_*;�;zfg 4-1:1- ,.= f I , . . � , ,�DFA i III.. � a -.1 I ! - � '!167 % .4 I I * I - I 6 . . . . Z 4 - Ill - " * . � , 1;. I— . � ;� . I . Cz 6, x , , -, .';w ,1 I- !f� �L�,,, . ,:� I- � ..+ 4 , . ,,�,,,, """"') 110 to -4 t. i. `,,'!�'ON' &VALVAIMMI ItFIONT.&Q-MA21M I Inslialliation shis[l be performed siril in accoirdanice with dotes's indicated on ishosift 3 Ihsru 8, 12 thru 18 of 18, of Produe! Evaluallon Document (F.E.D.). drawing Ill 20-175 Minimum separation to giflul shall be as u,AW.49*a on sitheels 3. 6 13. 14. 15. 18 and *8 of 18, of Prodlaw F-yaluattion Document (P.E.D ), drawing No 20-175. & MATERIAL CHARACTERISTICS AND SPECIFICATIONS, Shall be 61114111y us OV�W(Ujsl A Ith rjerwal 4ples " Componenis tridlicaW on shoot I and 2 0118, N Product Evaluation Documonl F.D 1. drawlislo No. 20-175. Asichor specific ali ons shall be as indicated on sheet I of Is of Prol Evolu,silixiiii Document (P E 0 I. drawing No. 20-175. 7.11MMAMNI-AW-0.0NOITIONS OF USE: 7.1 ShMlbosve.*in000iAarocf.,w�thG*nwaiNcAotNo 1,8111mKindleded on shoal I of 18 of Product Evaluation Docurnscrill (P-E D.), ,drowling No. 20-175 P(CriaMd by Tiffel WK. and signed and sealed by Wallork Till Jf PE 7.2 Prod -xi shall not be intilallod wdhsn HIGH VELOCITY HURRiCANE ZONES as ctifirsed cn sftl*n 1020.2 of the Florida Building Code 7,31, Iscoducill shall only be instal.ec into uQuired ccncrote, corligiate block, and -,Kxf frame silinuclusnal I"mcivct Evaluation lill mvpervid by Well A. Tillit. Jr., P.E. (Flodift Licoill No, 44167). President of Tiltal Inc, (Flo,ids CA-00067ili)), - I V-_..iwwp WArl If ')'- T 1. 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I Ill. � -c�- di I j L I I 16, I 11 � �!; 1 4 !ht ( .- " - ,"i) 11 , , "" C, 0 -� � .-ii � Imill "'t t 1� i i : 4 I 1 4 Il 4., I I .� � 1 o. 0,00ft'irml 11 t 111F tuSill it � Old %MET 1;1 I I T I I 01� I � � 7, . � I , � , '� f . i . ", , - u `^W .:A . t , I � - X, %A%-, I -",Lf-I , I c - ,!-- i lo A : 'o **W�k �. 1: ,, l: 1��*i : I I I CIO i _ .- - . -'L I L. I � - � . . I a -Id- W.,li , � � Ahn -141.'..; �".-, 1I`I4I Fli �� --- - IN "; vy, fd r . ! �, I I I ALIERNAT]YE. R-319W. ill .WL11-FANU il A ,t$ � -4 . , i , -t�,,, '\ . �ii ill ' ' " � ii ).44167 N 1FLON" BUILDiNG COM �lll lille Will Wwricands Zone , ; ��-��*i� !-*-j-- - - comir ,it we u : 11 . .. .... - : : I 24 (A" GALVAR11tc, mt1 Mift Vil 141l; 0it Q- . 1� "4 - %, . c - - , "' '.. � .. -, - - - , .-..-- - 't - � ndl .�, - , -----) I I I c I R:, ., I? - -RN- �-, - - , 7 - --I-.- -- 4' 1 '0 FE. � -1 / 1101EC0116, N �Aomt Powtcrm "Moum . , � �sl) 0 - lilllQ ��,- ',?,i " , ,0/ I , . 4= 041-1-1-.... "', 4. � �`dl P-11 , � -03-c�l Ii -11' - I, I. 1W. V,O::�� 't .-,,m .. 34.-V�,-1 -.-RM.d 1"-w ," -Od M.:"6.40wl 1 all . I .... I- , - ---- Ill .. I - . - , - 1- I -Q�71 In�A--- 1. . I , � ,,^.-I-;O,lz'1 ,, -4 4� I d-, -- 16 * .i 4 L.- --.- IL .01i �y i - "I � - .. � a - - I �1=1 =,. li . ~ .. W .4 i (D (1) c- U) -(u (1) -,-- , -0 > c- (1) 0 -4- :3 4L %- -0 (a) r") c- 0 cl) ll 0 " i m -0 CL - a (1) 03 CD (-) W (/) - C:: = M -M (f) �D -0 (-) -0 -0 = 0 0 - r- (L) 0 n = -9 ?: c_- = .0 LL- - m0 -4-- I,- M (f) M C) > . - (--) ill (3.) -- 0 . (f) 0 0- i m to m ll � -0 .(- (f) < 77 1A Pp., 44 kk� FAA m FAA 7 11� ff U) 0 L. (1) (3) - 21) 4 U) -i.-� (z �l > 0 L- CDL U) 0- < i , ( li a) I �11 -) c -0 0 M IL 0- L) a) all U) S.. M " m M7 1-j-j :�� < -7,- � I � < - (-L I SHEET NO. S H 1A. Auu 4 u LULL. . I -.1-- Ill �11111.1.11-, � SIA" .EQB- QFE--..�AF - I I "--..-.I INSIMNIATION -P - ..C-T)Lf AKA,l KTA-W-00PLIURV03.1m \ nA I I 11 'l� � " � I'l, ;,I: . [ - , -- ' �J� 14 �Il�il, lill . 'I i ... '', ,1111,, ! I I ,!""I'll 11111 S i �, I I I- -01 I �Nl vi 1 , �, I li, , ,�' � I i ; I ,, l, , , � 4�, 1 � � k I I I , L I 11 4110, 11 1, 11 " � 11 :!�l, -.1-In . � ��- , - .- � � � 1 � ,, I � I F.v-qr-, I � I ,it, -I- I X%1 I. I I % I VIA IS -,,O ,. It ad" . I 11 � � - � I I �4140. *43, ,..11l� , 'I � I , 11 I . . I W � . . I'm "L Almil . � 1 cul liala" I I I . ; C. -.,fl- I il � i I I i . .11 , - 1 1, 'l, � j "I a CZI-41 � r I I : L.( I i � , I, lf�� ; I 1 0 a �* - I I 11 I � omw � am � I t�, 1 44W7. , � I . . I - . . . I . i Ill ovi I . ft 'I I vill i.1--olic, i I I I I � � il . /*'A 0*4LOpt ft" :Aw.most 0 III 0/2, C., I - I . I i 71 � fluff JL- WALL Uftiliff"M sc� 1/li h= , jS1&j&,AIg)i Apt Ol *&Lp rok ol 441Z J,,�.,, 4,Ni�.$1140. � . ItAfIti Tilittill AAC odyl , ii.041i #5 Ji LLVjAl`,:ft �11% %0A" '2. � $100 "M rpAK Co"%;KION�� mi vl%l In Or sojT4111% 0*1 tii 2. el SKC,Irw orl or a 56 OR ,L DIA, - -j - ,JAIIJAL qE'4'k* ,l sist ;I Ic. (,I- 1z, r, -", , ",---I f I .Z� ai R . c-Uj eview As , �10 I, ,�, aj , I 'ill 1 4 ' ' � r , I Revie,14 Udn0c' �1 and . - . 41h , , - , , , " I .*Aps -, Lh �11�'PCOI 0 ii ith tiou 202-�, �-' " for 6bmpiiance w 1% ..4 it t ! =-dition b Or Klahr P)'2-300 1�1 y Debra /Ar)nc . . I Ill. � -c�- di I j L I I 16, I 11 � �!; 1 4 !ht ( .- " - ,"i) 11 , , "" C, 0 -� � .-ii � Imill "'t t 1� i i : 4 I 1 4 Il 4., I I .� � 1 o. 0,00ft'irml 11 t 111F tuSill it � Old %MET 1;1 I I T I I 01� I � � 7, . � I , � , '� f . i . ", , - u `^W .:A . t , I � - X, %A%-, I -",Lf-I , I c - ,!-- i lo A : 'o **W�k �. 1: ,, l: 1��*i : I I I CIO i _ .- - . -'L I L. I � - � . . I a -Id- W.,li , � � Ahn -141.'..; �".-, 1I`I4I Fli �� --- - IN "; vy, fd r . ! �, I I I ALIERNAT]YE. R-319W. ill .WL11-FANU il A ,t$ � -4 . , i , -t�,,, '\ . �ii ill ' ' " � ii ).44167 N 1FLON" BUILDiNG COM �lll lille Will Wwricands Zone , ; ��-��*i� !-*-j-- - - comir ,it we u : 11 . .. .... - : : I 24 (A" GALVAR11tc, mt1 Mift Vil 141l; 0it Q- . 1� "4 - %, . c - - , "' '.. � .. -, - - - , .-..-- - 't - � ndl .�, - , -----) I I I c I R:, ., I? - -RN- �-, - - , 7 - --I-.- -- 4' 1 '0 FE. � -1 / 1101EC0116, N �Aomt Powtcrm "Moum . , � �sl) 0 - lilllQ ��,- ',?,i " , ,0/ I , . 4= 041-1-1-.... "', 4. � �`dl P-11 , � -03-c�l Ii -11' - I, I. 1W. V,O::�� 't .-,,m .. 34.-V�,-1 -.-RM.d 1"-w ," -Od M.:"6.40wl 1 all . I .... I- , - ---- Ill .. I - . - , - 1- I -Q�71 In�A--- 1. . I , � ,,^.-I-;O,lz'1 ,, -4 4� I d-, -- 16 * .i 4 L.- --.- IL .01i �y i - "I � - .. � a - - I �1=1 =,. li . ~ .. W .4 i (D (1) c- U) -(u (1) -,-- , -0 > c- (1) 0 -4- :3 4L %- -0 (a) r") c- 0 cl) ll 0 " i m -0 CL - a (1) 03 CD (-) W (/) - C:: = M -M (f) �D -0 (-) -0 -0 = 0 0 - r- (L) 0 n = -9 ?: c_- = .0 LL- - m0 -4-- I,- M (f) M C) > . - (--) ill (3.) -- 0 . (f) 0 0- i m to m ll � -0 .(- (f) < 77 1A Pp., 44 kk� FAA m FAA 7 11� ff U) 0 L. (1) (3) - 21) 4 U) -i.-� (z �l > 0 L- CDL U) 0- < i , ( li a) I �11 -) c -0 0 M IL 0- L) a) all U) S.. M " m M7 1-j-j :�� < -7,- � I � < - (-L I SHEET NO. S H 1A. WALL Uftiliff"M sc� 1/li h= , jS1&j&,AIg)i Apt Ol *&Lp rok ol 441Z J,,�.,, 4,Ni�.$1140. � . ItAfIti Tilittill AAC odyl , ii.041i #5 Ji LLVjAl`,:ft �11% %0A" '2. � $100 "M rpAK Co"%;KION�� mi vl%l In Or sojT4111% 0*1 tii 2. el SKC,Irw orl or a 56 OR ,L DIA, - -j - ,JAIIJAL qE'4'k* ,l sist ;I Ic. (,I- 1z, r, -", , ",---I f I .Z� ai R . c-Uj eview As , �10 I, ,�, aj , I 'ill 1 4 ' ' � r , I Revie,14 Udn0c' �1 and . - . 41h , , - , , , " I .*Aps -, Lh �11�'PCOI 0 ii ith tiou 202-�, �-' " for 6bmpiiance w 1% ..4 it t ! =-dition b Or Klahr P)'2-300 1�1 y Debra /Ar)nc . . I Ill. � -c�- di I j L I I 16, I 11 � �!; 1 4 !ht ( .- " - ,"i) 11 , , "" C, 0 -� � .-ii � Imill "'t t 1� i i : 4 I 1 4 Il 4., I I .� � 1 o. 0,00ft'irml 11 t 111F tuSill it � Old %MET 1;1 I I T I I 01� I � � 7, . � I , � , '� f . i . ", , - u `^W .:A . t , I � - X, %A%-, I -",Lf-I , I c - ,!-- i lo A : 'o **W�k �. 1: ,, l: 1��*i : I I I CIO i _ .- - . -'L I L. I � - � . . I a -Id- W.,li , � � Ahn -141.'..; �".-, 1I`I4I Fli �� --- - IN "; vy, fd r . ! �, I I I ALIERNAT]YE. R-319W. ill .WL11-FANU il A ,t$ � -4 . , i , -t�,,, '\ . �ii ill ' ' " � ii ).44167 N 1FLON" BUILDiNG COM �lll lille Will Wwricands Zone , ; ��-��*i� !-*-j-- - - comir ,it we u : 11 . .. .... - : : I 24 (A" GALVAR11tc, mt1 Mift Vil 141l; 0it Q- . 1� "4 - %, . c - - , "' '.. � .. -, - - - , .-..-- - 't - � ndl .�, - , -----) I I I c I R:, ., I? - -RN- �-, - - , 7 - --I-.- -- 4' 1 '0 FE. � -1 / 1101EC0116, N �Aomt Powtcrm "Moum . , � �sl) 0 - lilllQ ��,- ',?,i " , ,0/ I , . 4= 041-1-1-.... "', 4. � �`dl P-11 , � -03-c�l Ii -11' - I, I. 1W. V,O::�� 't .-,,m .. 34.-V�,-1 -.-RM.d 1"-w ," -Od M.:"6.40wl 1 all . I .... I- , - ---- Ill .. I - . - , - 1- I -Q�71 In�A--- 1. . I , � ,,^.-I-;O,lz'1 ,, -4 4� I d-, -- 16 * .i 4 L.- --.- IL .01i �y i - "I � - .. � a - - I �1=1 =,. li . ~ .. W .4 i (D (1) c- U) -(u (1) -,-- , -0 > c- (1) 0 -4- :3 4L %- -0 (a) r") c- 0 cl) ll 0 " i m -0 CL - a (1) 03 CD (-) W (/) - C:: = M -M (f) �D -0 (-) -0 -0 = 0 0 - r- (L) 0 n = -9 ?: c_- = .0 LL- - m0 -4-- I,- M (f) M C) > . - (--) ill (3.) -- 0 . (f) 0 0- i m to m ll � -0 .(- (f) < 77 1A Pp., 44 kk� FAA m FAA 7 11� ff U) 0 L. (1) (3) - 21) 4 U) -i.-� (z �l > 0 L- CDL U) 0- < i , ( li a) I �11 -) c -0 0 M IL 0- L) a) all U) S.. M " m M7 1-j-j :�� < -7,- � I � < - (-L I SHEET NO. S H 1A. 77 1A Pp., 44 kk� FAA m FAA 7 11� ff U) 0 L. (1) (3) - 21) 4 U) -i.-� (z �l > 0 L- CDL U) 0- < i , ( li a) I �11 -) c -0 0 M IL 0- L) a) all U) S.. M " m M7 1-j-j :�� < -7,- � I � < - (-L I SHEET NO. S H 1A. IM Will 4 IKTt..."4 aft O&A %,,III' TIOV Poo. - . 11 Ol'. - W_ .4_t q, Net 7) 4 �;�r IP. v's AI Ok 1 1, Ir 1 1, t I I i t f I. I I 1 -1 - I I L L j L -; 4 4." , �- , I 7� 11 , I _j .2.1 1. _j _j -J. J.4 _11��Ll._JA_'LL J i. I j 4 J* A- U$ Al 7 Owl" I 1wi "PIr AL.jLLEYATION FOR 5ERIF$.29-0 F-7 _4ANQ__.5TQy._M PANEL fj-') SYSTEM (t) SEC.TIQN A - Oil 0� ENGINCERIPPOIL3 ExPlIll "Faaoll EVOGAL.UATION Rli t,t.w,f�f4l ARJI I SAO Doritts RONNIE wood Pow so^h F k %uO9 P"400 NPAPIAN L ow"PI4. t" si"Iitwl",Pw%vk i".", - Pi scol of EVOIU*60n: INt, -.1 , � ,� ^Rl PwIl 06twe"i of B'd� MIS PPOOBONAM AROUVAI I ovwu 9 . .... . CASOW 411 NS F AC ll 9AAle.� swoMit" WMEAKW %�#P The 4,,1,ri p %Ai t. f.Q#4 ww" Ne"Dw6aw ft Imetwell to emw4wouf" wo "Noo F kwulike owwwv C:- Ill f4ill", Pill tv Re iow ENNI -10 se"wooll d by ill Substantiall Data. I.. Olf Ift"i si -2,91 C�aw*Wod 8"1&%RvPVVPPftINP i ;f0i "It ''I "'o", � ! � 'f",, rvols"I'l Pi I 11"Rom Jokon, %tx� oli,ll i-I f,mritio *i,vo, vol 10064.114 1, IVP"S) del xi�5 17 001 1 Lvolill rr�l,fv I �Xll at�W urvAl iowvw" NPIPOI cy,to- park6mwwo Fum boom I I 'in atowdsmA wen AN Sbuclwaierorowov coliAdWAGMUNPOO, boon C"Pw$4 whcbewotomu Ihe proo howelve ccoriver W" Del '44" wwvm to 0*411 to kopoll dowel alwoes I mmwnum Aftwob* $win 64""W" Am"" so*" umnan am" solovol 4 MOORE 96006M 160 sw IJ , A,tk.f 1110 106, b0fool5�0 61.7.,7-74-10.3r4-4? 9660 'Dill �Jko"' Tr, At 0". V, 1 A., PIAI 11LIECO OUL PROTECT" Pi P�4 Waimok WeVAtic .4 N1 I kcf III Slimirl tervil Ql - 414p (s*i, sn#O,A�J Si %I,- n, Nr,0, &VWgn.� flifel 4LAI No .,V Polleffileffeeloot obftft of WOW "Ple 4 DOODE Pole"'NOW Impact ReMsomol 1P,P0 I_ Is *w OFIOWW.Rwvv *#,boon 10 TV- s7- t Wnd L03d PeStStaftl . I . , ! t I[I'DOol 111"fattarii III Ilk I A, iWrV+W,Lpg1L, I L, I IPIAA�vu di, N hi AP. ".I.&I POKNA t. ;.QVe.itw Oool w(Jo op"AW 40 041 _I, KI OPINION to" - _M47 0;;v I S " IT ir 10 6. of 0 4. 11 L 0 94 * if Il 0. Oil 4) 334,0660 � t8i 3% 1199% .. . .. . . . . . . . . JNTO POURED CONCRUE, CONCRETF BLO.C..K AND "Pil 131,quCTORFS It �o L CC fol Al A I., 114 Al *40P 0 41 Poo 'v "Awl 4,WVYT* IV . ......... PAN 7 'I j4*4 WALL-P. 41AM mi =1_: AIDILI&MIN"I)v rsAl 30'e." s, AN J� Witill AA( (5411 Ft** WAX Ol C41LOILOO ON W 0A I vO,'� 40 lkhl� 0" W Pl No No %KvKqs 70 BE wk It i's, i 't wil oll t, � wt ALL AMERICAN SH()TrERS AND GLASS � 2441a GAI VANIZED STEEI �,I1011 & NON HVHZ�l PA. L 1"] -71 011P, woksotAol 110i 040m, 0 1>44_�AF*Poll Klll IV ti "Pit L'. el I TYPICAL VER'l ICAL MOUN I ELEVA 1.10N kl� MAIN ;,lvikol AaOwr r,tW,,, I �Vl ol COO, J"A" All AND I io w A Ili VEVICAL MOUNT ELEVATION (N07l PANU5) 1411VIII � JILIVL.1 11MEC 07 6w PROTECT" Pol uC All 1. 1. VIPIVI ��Ii'P.XMUPI ALLOVI : r F SIGN PRMORES. IANVI r ft. AND I ro, 143 .4 0 4 t1lit &IV T VAL Al, Mf of) Aleftel It �%L jell "i "WIMil `:il 41 NOTES, A I VLA I 4:1NI; C-N m0xnt VAL PI -4 I -M0 -JOR VIA OWILOPLI If qF OR .IWO 'n 0. _,rr '**" GA_ 0"0 W*.A.4 �6 1 k" 1, Xi CIE or,, 4 VAN NAV IPAW3 04PIVAII t;%tt b grue"K. sr.Trlu 2 : Al fill 1. 1� of ;.zAli I-Q., 0.4f,T. �,,Obs PC All* 11 $,1O1lA:`e4,k1*16OLI" 01 . '4 -6 t %14 A " . , wogq� 641; V.A` 'AV Of �L' INI-00-44 4L. 4-�Nl It 04K,ob It - 'A Ve I�4 Al PC �1� 1,"Ill NO 4"Oe"Pokil All 'A" "i ,Pe� ... Nv Ile "'I MR"[t A *z CA PAPPOW ky!�' An 1 1 -4 1 is 07 " =411%; 410"IrADAM 0-0-P ONPAI -U tot L1 0 WAX) o1:1 P I",Mt IN cr^T*W.4414f %�;L A, t 101 W.- -qP%AAv4Al MIT eCALC 103115,43 all L L A., '3 L&' Oil 0) no,Iml w.cwt- 3 14 47 Y Pill U. A P �j I WA t�s, - No lip dP Oft I'Mill �-p 4 O.-r PON" 'i6_;uvP= x/1 A. PAN, I - --- ---- _z' ONXI 14. WAX L 'I L -n Ile. L It Vi 1AU91 Q g\i At* % I - I ir,l -.,rid a!)�*,,,..:)Vei"**"l Rt'vic'm F'h .. #� it_ J). 1" 1- f J L > (a) 0 QL C -0 (D 0 0 Q) C)_ CZ = .0 0 > Cr) < z z w mi 1riii Klahr FXZ_3J0 ANCHOR SPACING SCHEDULE! f9'641 -IARFUS) -7-7' k 1% M 4"A 4" r A- lib" C"TAOCI !!" ""' . ..... - - ----- 7 T--,,;7 A, Ell ALLOWABLE PANEL $PAN GLASS . .. . .... J (D SEPARATION SCHEDULE: 4( T I =41 No "00I I 7, r Ito- uq, 62 - i. t, -;- , I I , o i I I .,:, PP, IN, t4, s v I Op f�4 0, 1#30,111%al A Pit. tI I.. --.V' It, A, 1? 1-1: 111 5 "lli v* a V 4 AN* I 44. j J�Iji 7. 7 - oo, I I PON " &. Z-,. . - - � 7;:*a*F %CV -Rc IQ it wir 1" , Ii, ., !�� I Ol AW ;"I. PON` A, & 1 - I POI At .1 v e< A, ..�4 ANCHOR NOTES: � I 1 4 U) lipof SPAN CCHFOLILE NOTES: 14r, A* 8-F :" 11. + .11 A. 8 15 1 "'.4 Poll Q. 40,0,l -1c 2 to -6 .. P uj 7!;�_ No i-Cmill IA %011_11 T Do 341!4lix T PIN^ :06LI ta it Pill A I, to Awl I rr� ttAP4..#,NV:f uj -0 X (APONI. Veil n 91 IJI i.ftAJP#0l KAINP1-0; aill ft I E* Of Pi , fi spows-mArnoll aow,�,zm mit lot zz;-v, A � . . . 0 ty -ft *AVIANI ARE ii ,%(, 11. owuk<110% vom. At, *64ovVII v 15� A _tNl �%Al 44.11 4`1 1 jl� &'T a( rmw, v*174; Iwo -A d W no %e +*Amies (FeLual sjlLr<kp COMMoDOIA t awl*,Y"W^4 0 OWN41903.94xzcwtw" oW LI ON o%wm, tnu)o 6" *"to *44 1. +4 t ji -Ol IN, *,t pit ojgr�%14 $TVVV,%Pq S V(M FIWWK. P*1949 Qmtt)vs Ill volliv. willike v PARATION NOTE S '14 L 4) T GLASS Sr o 0 1......- I � I I r . I I I . " I), A V 1, 01 rq 10. LIP Oill APO,10tii FAVIDIVIO1,11,1111iII1411P WE 0 PLOD Pill~. P&SIVIll IIIi Off Will Ill "'4*11404) Al Q'* i rl�'Aw-4 KX(V10" "0 N woo kil t1diPci X L-xill il, kvl� 4 Y�071 $04� FW to k1w M;, t; �11 0111k cAralm I*Wry t011 W" OF to 7. 10, I Thif I 5&NAXRjjLl4 b2 MAC�N$WIK INDIA Will 66110,11P Ur "MPO;" nGhW"W OF T%WAVS IWO "OF &W xNedill Aw 014, "1 9310o A PAN ii "WHA IOM� COW Pnnot Abi JUMns" Ill a Of a S4 2U-31543 �) -31543 �1.11 ov 11, 4 20 , 4-1e I. Of Oil T A. W. no toCA" t'> Y"z < 'I F' Nr Ofol r o' TOD DXNI4 0" I If. Ajj TAIL A2. J SHEEThi_ SH 1.5 ILL. I I I 1 11 1 1 WPM THESE DETA�LS ARE GENERIC AND MEANT TO S1 10W G1:NCnt%'L. T -PN0`1 W'14(72 AND WATERPROOFING METHODS TO BE USED. 34r PLASTER 12 milL DRyLOK CM0 - MAWARY IV MK LXIkEMF- - WIINCH IW FASTFNFR t) SEALANT AT 41SFAIANTA WNT W1lNOOW BUCK TO f )i IT SKIF EDGE OF MASOWRY WINLYUW 13UGK 2) SEALANT JOINT 5) srAi ANT rRom INISIDF FII or WIIIIII FRAMF "I W#I DUCK ACROSS WINWIN bLICK AND L X11 ND 10 VVIIII FRAME. MASONRY Al TA0*0 PER CODE 9) 1 00t H) SIPAI 'ANI FI ARIWING C1 Anr)INC AND WINDOW FRAME 1) SEALANT WNIDOW FRAME T( V*I BUCK ALL I HE WAY MWILIND, INCLUUINI SCS 06 05 CPI INSTALLATION 6 POINT BU(,K AND FENESTRATION INSTALLATION AND INTERFACE 8111 AII HEAD DETAIL. JALI APPA0VFr)V.1FATf*4G APPROVED HOUSrWFW S TRuCTALATH TVM I RACK 2 5 3,WCEIMENT PLASTER 12 MW (min) opyt oK rXTArMr APPROVED FLASHING TAPE "%r SEALANY SOCKET WITH IOOLEDAPPROVrDSUALANT WFAFHER WRIER A E VE BARRIER �ARQY S17CUR; WWD C01I EXTERIOR SELF -ADI kE DFLASHING ... SHEATHING nY LAPPING DOWN - WALL 13Y 6 IN WLA I HiLH RESISITIVE BARRIER SfAi TOPS(_)I J0ISrf)-- UNIVisH (srr oFTAii WP07) ED FLASHING IIEADFLAStil�NGiIL.ININSTRUXTION,':,. 1 Cut, fold up& temporadly secure weather roI iIsttve barrier above header to allow for t�;is!lmq insh0ation poj5 ncau tiz)!5nirig unoeir wpath,er resistive baff ier 3 Fv�a loteavier resistive barrier back over neacl llmoI and %P.al with lap* SELF -ADHERED FLASHING Qr�FiIv NT"�, FLANGED WINDOW WPM FLAsHING INSTALLATION AFTER WEATHER RESISI BI Dr.) NO' SOTTO F1 AJI SELF-ADHEIRLD FLASHING HALF ROUND WINDOW SCI; 06 02 WINDOW Fm IN INTFIRFACE WI I I I EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTL VL BARRIERS ARE REQUIRED BEHIND STUCCO P[ H THE FBC RESIDENTIAL 7TH EDITION (.2020) Detail InstructionS Hefei to the number marked as in each detail that corresponds to thp numberea Items in the list of instructions below'. 1. Install self -adhered flashing In older as Shown by nuiiriber�� 2. Install flashing and weather resistive barrier to fntm water she'(1dir- laps 3 Self-a0heied flashing C811 be Substituted foi building papei 4. Split the paper using the tipcord (Split release on deniand, ombeddedin the adhosive layer) - for eaqe of installation ind to miII 1;('.0rIn(1 CLAS -lease paper pei, standard installation instructions and 5 Remove all ic adhere to substi ijtf., using a square piece of flashinq Itiatelial (15" x 6" 6. Fold as shown by arrows 7 Angle Of corner, rnay vaiy, ad"LlSt folding of the flashing accordingly to j fit tight to coiner 8. Mechanically II a-, necF-,,;;vy DOUBLE r\ JOIST $INGLE -WOOD BEANA, BELOW AV SELF -ADHERE() SELF -ADHERED FLASHING FLAAHING SELF -ADHERED FLASHING DECK JOIST [WP07 AIt�A � *it.. i iVt. RARRIFIR SELF-ADHF-IRK) FLAISHING. EXTERIOR DOOR WITH'DECK - SFICTION A BFAD OF CONSTR ADHESIVE TO BE APPLIED UNIX R T I RI -St 101 D OF DOOR AND R I`71IRN 1"11 1,�AJIIW 6", ME LIQUIU NAIL, URANQ - ATIHrR PRoor r OR (CAJAI Wr AW XINF13, SECTION -A (SEE DETAIL WP02.) SFl.F.A0HFRFDFJr&13H1Wi_y Cz SEAL TOPS OF JOISTS VINIUtIt L)ECKING (SEE DETAIL WP07� SF[ F.-ADHERED FLASHINC. F%,TFRI0R DOOR WITH DECK SELF�AU:HER II-FATHING 3" MON./ WINDOW UNIT FLASHING REQUIREMENTS SLOPE Cn Co 0 3 111 12.0 In R703.1 General Exterior walls shall provide the buildingwith a weather -resistant exterior wall envelope. 'The exteriorwall envelope shall > C- (::) (0.6 cirl. 30.5 c1n) include flashing as described in Section R703 4. A�4-. RFAF) OF COII AWiLSIVE TO BE APPLIFT) UNDEF` SLLF-ADHERED FLASHING 0 0 T1 11117SHOLD Or DOOR AND ater resistancin The exterior wall envelope siall be designed and constructed in a manner that prevents the accumulation of water RE T URN Vill JAMB 15'. VSL LIQUIU PYTFRIOP R703.1 'I VV, 70 NAIL UHANU OR hOUAL VftAI II within the wall asserinbly by providing a water-resistant barrier behind the exterior cladding as reQUired by Section R703.2 arid a rnean!s of Cm C) ai PRoor CAUI KING 0 #1 W - draining to the exterior water that penetrates the exterior cladding. C Si- I f - Al III ti- ki- 1! 1 1 ASI IIN( i BUILDING PAPER WIRF LATH R703.2 Water -resistive barrier. One layer -of No. 15 asphalt felt, free from hole-, arid Ureaks, complying with ASTM D226 for Type 1 felt or other (D U 0 c:,_ C__ o appioveO water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt feit shall tie applied twilizuritally, C "I tile Lipper layer lapped over the lower layer not less than 2 inches, Where joints occur, felt shall be lappled not less than 6 inches. Other approved materials shall be installed in accordance with the water-iesistive barrier manufacturer's installation instructions- The No.15 asphalt C) Cz C) -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 0 0 RIM JOIST felt or other approved water (D appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703,11. U) Q_ U) ca- ICU 141-D CZ < R703 7 3 Water -resistive lhamers, Water -resistive barrier; shall be installed as required in Section R703.2 and, where applad over wood -based i(ICILIde ;k vifater-resistive wapor-permeable basiI �,vjtb a performance �4t JeL4st i4cloivaJont to Nvo of0rade L p.,ilI The individlual layers Shall be installed independently such that each layer provides a separate conti'nuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02CEMT. FINlSH SILL) POTSHELF/ C1.11,MNEY SHOULDER WP03 Exception: Where, the IIIvater-resistive barrier that is applied over wood -based sheathing has a water resistance I equal to or greater thein that of 60-minute Grade D paper and is separated from the StUcco by an intervening, QUBBEIRIZED ASPHALT substantially nonwater -absorbing layer or designed drainage space. ISILLULL) IN CQHNLR!� ASPHALT ADHESiVE �? / - - itca"IALL SCI VADiff R�[�, I HHOVUH SELF-ADHE,RIED R70.4 Flashing. Approved metal flashing, vinyl flashing idhered rnewbranes and mechanically attached flexible flashing shall be applied FLASHING JAM8 4 W, Arl "HING , self L I L)"I IIII i;c L SSEll-r-ADHEnro rLAsII shingle -fashion or in accordance with the manUfaCtLifel"S inSti'LiCticillS, Metal flashing shall be corrosion resistant. Fluid -applied membranes F LANGED WINOOW �A (SEE DETAIlt WRO I) sed as flashing shall be appiied in accordance with the manufacturet's. instsuctions. All flashing shall be applied in a rnantier to prevent the SCORED i entry of water into the wall cavity or penetl`3tron of water to the building structural frarning components. RELEASE PAPER Self -adhered membranes used as flashinq shall comply mth AAII 711. All exterior fenestration products snatl be sealed at the juncture with 1,0 0444 1 Q1.LMWJ TAMIRL the building wall with a sealant complying with AAMA 800 or AsTm C920 Class 25 Grade NS or greater tor proper joint expansion and Nt- t 1, A01-1i Ht 1) � i AS110I 11 f All f I'll A 11r. a To I XP011F.' A01 �L,'AVC A4 :�OICNVNJ contraction AST M C 1281, AA MA 812, or other approvec, standard as appropriate for the t ype of Sealant Fluid-appliedmembrAnesuseclas -V� 4 1 ICAI I y I� ROM LAILNUA NIIIII 0' UUT TOM OF flashing in exterior wa�ls shall comply with AAMA 7141- The flashing shall extend to the surface of the exterior wall finish, Approved flashings shall be installed at the following locations* 1. 1 Exterior window and door openings. Flashing at exterior window and door openings shall extend to the sLirface of the exterior finish or to the water- resist i ve barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flex0le flaisrilngs --A shall comply with AAMA 712. Flashing at exterior winduvv and door openings shall be installed in accordance with one or moie of the 2 followirI In 3 The fenestration ma: ufacturer's installation arid flashing instructions, or for applications not address P.A. in the fenestration manufacturers instructions, in accordance with the flashing manufacturer's instructions, Where flashing instrtic:tionS or details are 4 not provided, pan tinshing ,;hall bp 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 (lie surface of the exterior wall finish or to the water resistive barrier W subsequent usinq 5 H2 drainage. Openiriqs pan flashing shall incorporate flashing or protection at the head and side 1.2 1.2. In a ccorda nce with the flashing dosign or method of a registered design professional. SELF-ADHEREDFLASHING 13 1 A In ne-cordanre with other approved m0hods, WPO5 INSIDE CORNER WP06 1 .1 In accordance with FV1AiAA1vlA 100, FMk AA1AA 200, FMA/WDMA 250, FMAIV WDMA 300 or FMAIAAMA�WDMA 40:0- 2 2.At the intersection of chimneys or other masoriry construction vI frame or stucco walls, with prolecting lips on both sides under stucco copifigs. 3.3,Under and at the ends of masonry, wood or wetal cupings and sills, GroUndt- 4.4.00()tiIlU0USly above all 1) rojecting 'wood trim. 5 r).Whprp exterior porches, decks or stairs attach to a wall or floor ass -mNy of wood -frame construction AUG 2 6 Z 2 6. 6.At wall and roof mtersections. �IATUAL nFI/IhW ASSIST \/irtual Review sslst ki�jc. -in gutters, 7 7 At built lans Pe-VIie`,N G VIi eN c on', and a,) ri Loth 1 F-ADIIFRFC I I ITCH Sheathing St ucco 77:7:7 IN L . 1 A 1.. <' .4 > A, ri 111-ILREL) f LASHIN�; SELF -ADHERED FLASHING C)UTSIDECORNLH IWPO81 FOUNDATION VVEEP SCREED 2x FRAMEWALL- ...... TILE FINISH------- . / - LLJ -) 1/2"DUROCK- U) > 1'4` PER PLAN cc ;2� _ V-0"PERPLAN = LI If __s SLOPE 81, CMU r-)p 8" cm() ------ (P:ER SEAT r)EPTH)-_._... z FILL WITH GROUT Z� z < CL CL cr X \\� '' LIJ LLJ PLAIS - , A'. __ . --- a- n (n U) ul i A.,NTINLKNJS BACKER HOD,% S1 N AN I r A LLI A, < LIJ W (n :a - 0 VINYL SHOWER PAN 0. 4 . estop lop - z 41 1 S,H0VVFR SEAT WP 11 HIRIVO� SAf ORAINAUL PLAHL WRB BOND BREAK WRO Sir'l ATti WMP OP WR8 ONTO Ti IF VF RT ICAI Si IRFACF To T C4'11 OF I-LI AN AN AIR eARHILH 341T INCH FLAI M.,-THIS GA17) 1%,"� A �_4-*SUL1 OF NAILIRALSHHIN Po�l DONOTSIEAIL� DRIP $CREED PLAST K, ACCESSORY SQFFIT/CANT1LLVLl,,' LEGEND SLLI- A011H0 , 1) f LASHING �SAF'i DRAINA(ST PIANI �f)P)V4I!ATIIFRRFSK;TANT BARRIFR (VVRRiI BONO BRFAK V6VATHFR RFSISTANT RARRW i.� srLr, rURRIII (Sr) IATI I sow� PI ASUR ACCFs, PLYWICKYLI, Qli:Nb�iU�'J� WP09 RAL FRANING __�_S c 't' SAUI URAL SHk;, HIN, I HIP Of lw� -DRAINAGF Pi AII ViRA ROW) BREAK WRA IV SF 1, ATI I W '1011 17H 115 1 CON I WLxjI BA:[XLR R0D & SEA II I �-CEMEWITIO.Ps FINISH Cement Plaster - in accorclance with ASTMC926 over, wood 2nd flool THESE DETAILS ARE GENERIC AND MLANT TO SHOW'GENERAL FLASHING AND WATERPROOFING ML-1 HODS JO BE 'USED. __.J 7/9" Cerrent Plaster . in wcorda" with Al�'TMC926 Felt backed mewl lathe in accordance v.I ASTM('111I Building Paper sheathing Me tv, I Flashing Wee:) Screed Installed As Pe� Manufact Spec - Maintain Bottoii of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: -tie building paper ana metal lath rnust be T installed over* the top of the weep screed. WEEP SCREED DETAIL SCAl F: NOT TO SCAl F )r compliance Ith ti-e 20,�Al th dition by Debr Anir it-- Klahr Pn' 300 th I Cernprit Plastpr in accordance with ASIMC926 Felt backed rnelal lathe in accordance with ASTMr,11063 Building Paper 7/16" 0. S. 13. sheathing Stampede or similar caLlk bottom Joint only Weep Scfeed Installed As Per rvl�lnufdo� Spec$. 1,12" CeitieWitious Decorative Finish All iiI rind Outside coinei- will need to be Miter cut and m I I k ed a I butt joints need to becaulked using Stampede ur Sim caulk for Fill W r- (f) 7"Niv% %wo; do > C) L_ o- < 0 0 _0 0 CL (D -+Moo Lli z < 0- SHITI Wr �p-S2"iq 6gll Ten acre c� �l