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1 e A . , ---- - - — i E_ . .. ,. - - - - — ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 3T, = AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET 3'q'`V " {' '` N - AHU -AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, Al FOUNDATION PLAN - o A/C - AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED s 's N ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 STAND 2ND FLOOR PLAN , •., r J n • � r> ALUM - ALUMINUM # -NUMBER :> Ln �� 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN AT -ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 STAIR DETAILS ..: , 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN ' . o AVG -AVERAGE OPNG - OPENING ; Co AIJU i022 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS &ROOF PLAN >;=, , t''E f15 BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS �* BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATED A7 INTERIOR ELEVATIONS BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES ®^ 0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 , BRD -BOARD PNT -PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. 7.SN1 STRUCTURAL NOTES :;.... W BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS _ BTM - BOTTOM PED -PEDESTAL S4 FRAME WALL DETAILS BUC -BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS CAB - CABINET PLT -PLATE TO BE CPVC S6 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD w CLG -CEILING PKT -POCKET SS RETRO FIT DETAILS VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO W CLG HT - CEILING HEIGHT LB -POUND ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.3 PRODUCT APPROVAL v) N � E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING SH 1.0 HURRICANE SHUTTERS > 0 ° CTR -CENTER REQD - REQUIRED L L 'O °? u CJ -CONTROL JOINT R/A -RETURN AIR ❑HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS M N DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERSD p "' `u DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS N ;2 ` t o DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS c E _O 2 0 DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS O `- 8 ° Q DISCON - DISCONNECT SCRN -SCREEN WP 1.0 WATERPROOFING DETAILS — t U DW - DISHWASHER SIM - SIMILAR ❑CHIMNEY &FIREPLACE •� V w 0_N "c DR -DOOR SHLVS -SHELVES CHAP. 10 a L o E DBL - DOUBLE S/R - SHELF & ROD ^ a DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR ❑EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL -STEEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE EXT - EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLICING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE (i FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC - VACUUM w w w _j w w o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w o~ ¢ ¢ m ¢ - z o z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) O Q - cn � cn LL- GB - GRAB BAR VIF - VERIFY IN FIELD Q F- c7 CO M J z w U z J � Q CU <a zx OZ200 �o o-0000 z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: 00 CO U a > - w w UJ Fn W W ¢ p 0 GLS -GLASS V -VOLT O Z Q�Q�wQN?wz��v�a. GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: W p it o ~ o Y z Q GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL `L Q o ¢ w HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF W HVAC - HEATING, VENTILATING, AIR CONDITIONING P - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HB - HOSE BIB W - WIDE OR WIDTH HC - HANDICAP WDW - WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING W LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING LGT - LIGHT A.5. DOOR OPENINGS: 1` MAX - MAXIMUM A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING i O MATL - MATERIAL (0 O A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED < ~ co MTL -METAL MECH - MECHANICAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q J MC - MEDICINE CABINET FRAME z LL MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR Of a m C Lq A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z < a SURFACE TO FINISH SURFACE Q Q 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z 0 B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND Z ❑A = STAIR CALL OUT HEIGHT OFHEET NUMBER PLUMB. W - STEP DOWN AlA13E C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: W J O l 'k "' 1 INT ELEV NUMBER C.I. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES O C) STEP DOWN ARROW SHOWS FOOTING CALL OUT - _ C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS co = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR mi ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS l D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N A9 ELEV NUMBER UNLESS OTHERWISE NOTED N ARROW SHOWS p PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE N Oq = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED CN SCHEDULE ELEVATION MARKER N A11 SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE11 1 SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED O ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE O �--ARROW SHOWS LOCATION OF CUT DRAWINGS. ao r DIRECTION OF VIEW co CO O O Or- � N N N N N MULTI VIEW INTERIOR SECTION O O p O O p p ELEVATION MARKER MARKER N N N N N N N O CO Lh CO A -, O N N O 1 p N M i 4 M 4 v- O O O (fl 0 0 0 0 0 C Lo j O Q 0 0 0 0 0 Nj ml 41 tf) O ti JUN cr Z z 0 0W(n NNARSMV 'igTi_'.AL NEViEW ASSIST O (, Q � Q virtual P.eview Assist, Inc. V � Q Flans �,wiew completed and approved a = for compliance with the 2020 FBC 7th (n Z of � Q Edition by Debra Anne Klahr PX2300 �— Q 0 = W o z LENNAR TAMPA DIVISION Q �z C7o 4600 W CYPRESS ST SUITE 200 00 >-Qwo M -ZZU- NOTICE TO BUILDER & ALL SUBCONTRACTORS [V O < < z TAMPA, FL 33607 � 12 Z cn IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q (n z z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z H Q UO LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT QQ HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 0 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z c S z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w J CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION N FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ r.. N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK A r 13, 22 2382 ADS CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE P DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS i O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 90 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. @ PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY V MONO FTG 16" x 12" DP (2) #5s CONT. MONO FTG 16" x 20" DP (2) #5s CONT. PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY J U N 1 1 2022 V IT lIL REVIEW ASSIST Review Assist, Inc. Ir r'IUIlS P� evfe'N completed and approved to,- compir-ince with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN- ELEVATION B 1 /4" = 1'-0" N NO g00 Lo a cz w y O 0 w 0 z Q Ln N 1 n E W L `�M o (y) 04 4- }� C) C; M ch N V �° C E O O2 o O t ��� m Q p� }zw �ul w Q ^` N C � W co E oS L .5 a 4 W ❑w C6 w0H Lu ��_' w Yzw Z O= w Q U Q g J< 0 w') w U 0 0w J O Q :OX ZLLiU_— _j❑HQ~ U I— O Z 0U)Ww0—Ow00mZ? �nwo winwwF_zLL <0 < a—)Z WO❑wQ�Q 0 0M 0W 0 Q LL O Z N Ow O M Q w CM J � U) Ll ^ ti F-WaM 00 zU� Zw0 W J O N N O N N 1 r O O O CO r— OD O (V O N O N r N r N N O N O (V O N O N O N O N O N O� N 00 O U) r w O M r r N O M N d' O r CD O O O r O r L �- 0 1 CO 0 C 2 O u .^ , 0 0 00 N CO' O O In O CO O f` r CO vJ Z Z —ZO O W0�_ owv) w O yo�o Q 0 ZWF- =moZ rn V l j J N Z 00 i'<Z0 M aZZILL (V w N O_32z z yQo Z U g Oc� o Q z W N0 N W (V LAST PLOT OATS . Apr. 13, 22 O FOUNDATION _.I PLAN B 30'-0" 8'-9 3/4" 13'-3 1 /4" T-11 " SH25 D - HD AT 7'-4" cc S3 _ 1/2" LO EGRESS I la la IO a D 0 q31 / a CI 5068 SGD 286 o HB BRG v B WALL S6 OWNER'S SUITE 13'-0" X 16-11" LIVING ROOM " 8'-8" CLG 15'-2" X 16'-3" BRIG d WALL 8'-8" CLG C3 J ^GG S6 S3 ci 7 5/8" CI T-4 3/4" 5'-6" 4'-6" 14'-2" 7 5/8" N NOTE: 1 -2' PROVIDE 1/2" PLYWOOD 13 7-0" DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) CI DRAIN ------- _— OD -KITCHEN 2 6 KNEE SHWR HD coU 9'-7" X 14'-2" WA TOP``' & VALVE AT 1/2 w REF 8'-8" CL N 6A75 1I 1 1 w Yco w LL " ' CAFE d OWNER'S RANGE W/ t I - 8'-6" X 14'-2" 2868 BATH HOOD O ' i �w 8'-8" CLG d J N GG O 1 U 00 U) Q M S3 TB OD TILE L- I = o TP CPT. I � cCONo LIN. 1 00 LO A7 2 DW _ i N PLUMB < A3 STACK o I WALL �, 9 7 5/8" tt t, t� t� t 7 5/8" 9 3-4 3/4" 3 7 1 11 5'-8 2 10" 2'-2" 4'-10" 0' 3'�' Ln d bo W.I.C. I ih A S3 DRYER VENT 41 00 00 TILITY 4 A7 N CID N PANTRY 13 HANSEN I D �GG iD BOX S AT - _ � cou' 6" WALL 60" AFF 00 S3 J c ----� CD N RG I=c S & R WALL W/H 4" INSULATED CV i�" 20 MIN FIRE RATED DR - °O `� LINE OF FLOOR d WALL W/ WEATHER STRIP ABV r22'x36" 3 2X4 ( ) PROTECTIVE I ATTIC I B.U.0 W/ HTT4 AT BOLLARD ACCESS L BSTM & — — — -1 MTS20 13 4" INSULATED AT TOP BRIG. WALL TWO CAR GARAGE '` 42" H. 19'-3" X 20'-0" SLOPED CC LOW > S3 WALL PT. D ILE FOYER S3 1 K UP 13I — — — — — — — — — — — — — — — — — — — — I �N I Ir L'J TIE BM I I 1 d I AT 10'-0" I 00 m'0 w 1= Q 16070 BATH i 2868 ' v N I SH 1/2 35 HD AT T-0" �3 1/2" I TEMP. GLASSo 0 t ENTR 13 1 Ali 2'-3" 16'-0" 2'-3" 4'-4" 20'-6" 30'-0" 1 FIRST FLOOR PLAN- ELEVATION B 1 /411 = 11-01' A3 d NOTE: SEE SHEET S-11, S-12 2'�" 1'-4" '2382' FOR LINTEL I oil CALLOUTS &DETAILS 9'-6" �0? m� W �Q TIE BM TIE BM AT 10'4 AT 10'-0" �6D m00 w F- Q rS TE: OVIDE ULATI( LLS AC ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS; 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION B 1 /4'1 = 11-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL nAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUN 1 1 lot% T" us�I T Wit, 1nC. v )I`e,and aIprov( � -020 F `:7tr tc) C O+ d1tlon oa, L,��� _ ,, , :�hr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 N N O N i �, , Lfi 00 06 0 i t Q z O w ❑ z Q ^` n' E 0 M O W L H Ch M a N V Ozo ^ u m A' 0 L W � 2 O O o a0"� Q s C)10 - .N V LU Qv 7W L OO E- V I-' —'a it ❑rri u�j ~w WZ XU_Z O�wV0SJO j <6XJNwwo<Zn0C't-� aWw0�Zo0000ZzQ CY O Yoz�W")a>zOCO uWOg�Z —gL6Q O JL2QLL QZ Oo D 0 9 aLLQ O LL O Z w OF_ ti Q�cMO Q w CM r- G7 � ti z F—�CLM 00 Z U F- Z w O J 0 mi N o; N? ti N 0 C), CO 00 0 0 0 N C)O0000C) N N N N N N N M Cv 00 O Lo w pp A N O M N 0 0 Cn 0 r- 0 0 0 0 o 0 N 0 M 0 0 0 CO 0 11—. I I I ui 1 Cr/� 00 VJ z z —z0 wWin _ wU I—_ O vo�o �O_d O k2 i1 VJ Z wHQ �2 Q Q =MOZ H z [V U0LzW 00 ii>-1Y2 >-2zw M azzLL (V w CO-4tO,g2z QvU)Z(z Z ■ Z F- 0 OL) o W � Q z w N N w > (V LAST PLOT DATE O Apr. M, 22 O 1ST & 2ND FLOOR _j PLAN B j STAIR SECTION 1 /2" = 1 '-011 SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6-8" IN ACCORDANCE _ W/ FBCR R311.7.2 ti RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1 '-011 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S)�MST((A 36 STRAP STRAPP EACEACH DE) SCENT�Ft�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. SEE PLAN w O z W W CO 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. jut, I 1 2022 VIRTUAL REVIEW ASSIST t Inc. Virtual Review Assi leted an4aroved glans Review comp for compw3nce with the 2020 FB PX2300 Edition b,' Debra Anne KI i N N O M y j 00 2y to + + ° ¢ ' W W z U1 h C W or L o c? O _W rt� cy) M N Co O Cu °1 Co 0 ` L 0 �• _E L.L p O O g m Q s U6 �N �ft t, w sz!;� V N C OC ch CL 'O II� W W C7 W W LLi W~Q J �'¢�¢OZ�' ���_ja00�MQLL00L_j0 < Q U Q <ax-j Ir 00�00HQ� ov)°f9oZoxoomZz cai 0 Z NWa8�WLj,F�LLX¢0 Q ¢ O H 75Z' W 2 0 0 Q LL p 00Q Q O 0 LL LL O Z N OF_ to Q U) CM � W ( F- a M Q 00 Q Z U W W J� J 0 N N O N ti N 0 Co o6 CO t' 00 r O N O N O N r N r N N CD NCN00000 N N CV N N N N N N O L6 a0 O O A v- O r N 6 M 0 r 0 CA o r r r o CO 0 � c 'cL-n U) ; o r C� N o co, 0 '4 o Ln 0 Cfl 0 I�- �\ 00 VJ Z Z —ZO O� W�1—> w w%n O v0�< o a Lr)0— 0 Q ZW ~nCoOZ N V O j W Z> 00 ��W0 M a_ZZLL (V w N O_j2z VU)z Q a o r1/ z Z F U I..L -Se v o g Z W J W N " (V LAST PLOT DATE Apr. 13, 22 Z o J DETAILS C I 1=d:re1:d SECOND FLOOR - FLOOR FRAMING PLAW ELEVATION B 1/419 = 1 1-011 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A 30'-0" co LO LO X U=1063# EJ "A U=1063# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED I ATTIC ACCESSI M 7( AlA AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U 1088# U=1008# EJ7A C_ -4 M C3 N ro 9 Q CN y Cl) L0 0 L 6'-0" 12'-0" '-2 1/2" 7 7/8'!-- 19'- 10 3/8" CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAW ELEVATION B t,,/'l /411 = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" PLUMB CUT _ TRUSS HELD BACK 3/4" PLYWOOD 1-- 3/4" SUBFILOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB CJ1A CJ3A CJ5A 9 I .1, TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H 1 OA'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 RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED'VK'OR "MVK'ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. 9 SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES j U VR111T11AL REVIEW ASSIST VirtLial Review Assist, Inc. P lans Review completed and approved toir compliance with the 2020 FBC 7th E-dition by Debra Anne Klahr PX2300 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Ouantity = 95 ATTENTIONI jj;z�l DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN W BY THE PEAK CONSULT BCSI -131 31Y Span or less 39 to 60 Pan 60 degrees Spreade iB. I. or less 1 112 1- Tagfine span a Tag lir.e REFER TO BCSI —131 Truss must be set this way ff crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. r�General Notes 1 . ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20'BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-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 Il WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF D BCDL = 5 PSF T OTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 1 18 1 —81) 18'— 1 4'..#.,. + 10�_011 DESCRIPTION INIT. DAT E R101 created from 7A2 2386B A.S. 0 7 2/1612017 R/01 LC9 JTH /1 3/ 7 12/13/17 1 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 /1 3/1 8 RA01 nRC01UP REV. RE'S JRH 8/30/18 Wj RB01 REMOVE SCAB FROM B2 JRH 915/18 9 15 /1 8 LOAD DUE TO DIFF @ LC9 HMT ) 0 0 1/10/2020 RD01 UPDATED FOR LCA SHIM 1/18/2021 -:]CARPENTER -c�7 FU=__=1 CONTRACTORS OF AMERICA 3900 AVENUE G. N,W. WINTER HAVEN FLORIDA 33880 PHONE1(800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK rESICNER PACE SIGN JE ,z 7A.S. LDATE 2/16/2017 L LA SCALE '�333525R 1/4 =11 CN J 0 00 < z 0 z a) LO E > 0 0 -= 'o 8 0 M CY) C4 4— C�i C3 ;-, U 70 2 C,',) E :E 0 U 90 < U < Ci Cn U LU 0_!;� Lon 00 E C:) 'a CL V W 0 L6 (6 wol�- W I.- W _j ff W F- < X W -ow z YZO_je-i LLj < W (-) < WOD2-j<03�WW'00, < CyR`zUW OZ200�-,F_ Z) 0 - 9 tROOMM<6 - CIO CY CY CD it 0 CI)W wrnz WFOW Z) 0-8 WWF-ZLLW<O _j 0 5- z 0 a. U) 0 LL z _j �e z 0wo i �< < W <_�5_11!z 20 0 a. <0W 21. F_ �Wa < g < Ow < 0 Z) 0�z LL < 0 F_ LL C:) 0 z CN W LD F_ C-0 Z) r�_ > (/) 0 (0 C:) 0 F_: ce) C:) < (y) r— U? _j LL U) z < LLJ < U') (y) < >- < 00 Z z W W _j Q 0 (0 CN C) 04 CN C:) C) 0c) (0 00 C) C) a a CN C) " C) " a N C) N a " a " & C� 01� 9 Ob 9 C; 11 6 Cn 4 C) , C) C) 6 a 6 C) 0 E2 Lr) 0 > C) C> C-4 C) co C) 14- C) V) C:) CID C) r�_ Cr zo C) 4_0 6-0 W LLI (1) W 0 F- M0 0 F_ _j 0 � < 0 6- Lr) -0 -0 OWWM 12- = er ZWF-P X F- W D < W M 0 F- M Z 0!= W Z _j 00 10 <WO � z cc rtl Z Z LL 04 w < < F- _j 2 z a. W >_ W W Z z z M<O z F- 00 0 z A4 z z W _j CIA C14 W LAST PLOT DATE >(N4 . . Apr. 13, 22 Z 0 2ND FLOOR ROOF —J FRAMING PLAN B _J'� ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL 61SOFFIT 3/411 11-001 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE �'—ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 13/4 04 C14 L V-4" L k�-2" 11-8.1 2" �) . FALSE FOAM LOUVER DETAIL TYP 8 177- " 6" 4" 4" C14 C) C) 00 00 EPS N FOAM DETAIL 9 JBRACKET ill 11-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2X8 LEDGER ATTACHED TO ,,----PT WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT V-0" - T2_ T.O.M. __15 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 2'-0" (S)A23 —ALUMINUM SOFFIT PT 2X4 LEDGER AT7ACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 3/411 T71 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED C14 0 o 4P LEDGER DETAIL 3/411 = 1 1-011 ----------------- 7/8" S CCO WITH WEEP 4" STUCCO OVER ME SCREED OVER BAND FLASHING 8 A5 WEEP SCREED 51 12 F- -1 C) W -1 = 04 z 21,-( 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 0 a&-;; z - 6M h�16 I n._ INININININ11 - INININININININI INININININININI liMIMIMINIMIMIM! . FRONT ELEVATION B 1/411 = 1 1-011 a 0 i"a I'm A i'm I'm A i'w I'm A ro -10 NO ro 72 ro �w 7N A ro 7& A ro -In ro ra -10 im i-W ME ON i-W -In ON AMN. ro ANNE in Avffl �_7/8" STUCCO OVER FRAM% 102ND FOLOORFF CONTROL JOINT ELEV AT 81-81, Ali__� T.O.M. k-r MID WALL WEEP SCREED STUCCO ,,�-5/8" OVER MASONRY ELEV AT U-10" SHINGLE ROOF I im 100011 12 16-8" �-7/8" STUCCO ELEV AT 18'-0" Adk T. 0. P. V-011 ,—CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. -",—WEEP SCREED j I ELEV AT U-0" Ai__� In 1 1 ST FLOOR FF \?F ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" OVER FRAME_� / 2ND FLOOR FF 11--r CONTROL JOINT NTROL JOINT r ELEV AT 8'-8" �_5/8" STUCCO T.O.M. OVER —MID WALL �D 2'-0" C UNIT MASONRY WEEP SCREED Amllllnllj� AND PAD NJELEV AT RIGHT ELEVATION B 1�\—GRADE LINE 1/811 = 1 1-011 ELEV AT 18'-0" T.O.P. ELEV AT 1 U-10" 2ND FLOOR FF 11ju ILI ELEV AT 8'- T.O. A/C UNIT 2,_ %/8" STUCCO AND PAD -0" OVER LMID WALL MASONR% WEEP SCREED ELEV AT 0!-0" GRADE LINE 1 ST FLOOR FF LEFT ELEVATION B 1/891 = 1 1-011 12 5F!—j F- F_ 12'-0" 9 W 13'-4" A- 12'-0" ce) �-7/8" STUCCO -1 OVER FRAM% CONTROL JOINT V-R/\ JUN I VIRTUAL REV�EW ASSIST Virtual Review Assist, Inc. Plans Review completed and ap)Vped 3C for Compliance with the 2020 FB h Edition by Debra Anne Klahr PX2300 SLOPE 5:12 W a- 0 UJE; W 0- 0 -1 ctiE 7'-4" 1. 6-11 " 101-01, R VENT ---------- SLOPE 5:12 7 7'-0" RIDGE VENT SLOPE 5:12 W a_ SLOPE SLOPE 0 77 5:12 5:12 Lo 6-0" RIDGE VENT _j SLOPE SLOPE > 5:12 5:12 L ZD r—T _j_ It& 1 1-06f W ROOF PLAN B 1/819 = 1 1-091 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 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. (IJITILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE/ UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C 1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY NTH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) - 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1197 SQ IN AT -TIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT = 425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 11150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. V AL ES To BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT C*4 C14 C) in C) Go L0 z W 0 W z LO E > Q o a) , 0 cy) C Y) a U U -0-0 2 C: E -E- 80 ::) 0 C) 6 LL- ca, R < U < a) 6 U LL] a cO E �C-1 �C_OL A WIA 13f (9 W Ld Cd W 0 LIJ P W _j wm�_o W�-< Wm_i wg�ezx z X:03 2 _j < 0 W < LL C-) 0 0, _j 0 < - W 12 " < 0 M 0 F- D 0 >1 � Z W z 6 0130 OLLOROOMOZ W W Cy 0 0 0 Z 00a_�0wzwW0Ww<01_ _j _j<,�0zW�QzzWz0W00(1L Cl) LL < 2 �_ < 0 W I— 2 W 6 0 < 0 it Ej Z) i5 Z LL < 0 < LL C:) 0 z CN W LD 0 F-: (y) < u) CY) Lq _j U) LL V U) I r.., z < W < Lf) F- W cL cyi < < Z F- z W W _j C:) C:) (0 04 C14 C) C%4 FIL C14 C:) C) 06 (D 06 C:) CN c) cN a N 04 CN C) CN C:) Cq C:) CNI c) N C) " C� CN CD " d) C� Ob 9 Lh — Ob 9 A -r-- 11 04 6 Cn CN q- C) ,- C) j) C) CS 6 "L, C) C6 C) 0 U-) a) > C:) C:1 C-� CD C6 C� -r C:) L0 C) (0 C�., r-- w Z Z2 C) 4_0 W III W w F- 5; 0 F- _j Lj 0 � < 0 Lr) -0 z W W < F-- I._ W Z) 0 M -2 i- X: z r*4 (D ZO !3=: w 00 0� >- >- fl� 2 <W0 n z w M Z z Lj- W W < �_ �z C) a- W W L/)zz z M<O Se z 0 :5 0 0 co z A5 z z W _j C14 IN W 0 LAST PLOT DATE > Apr. 13, 22 Z '0 EXTERIOR ELEVATIONS B & _j ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0„ 1 IAIC rlC M^^C ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 410 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED �— 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM JUN 1 1 20*U V---1 - VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. roved Flans RF`v*ew cornPleted an P for ccrnpliar:c� \Mth the 2020 PX2300 Edition by Debra Anne K lahr NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR V-0" 01 MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)= 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" U 3 WAY SWITCH AT 36" -vi;-t 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL A3 CLG MNT LT FIXTURE }B CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR °U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT E-& 24 � 24" VANITY LIGHTING 36 :u� 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" [4A 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. i � s F 10 < k '. 46 (n E Cf) CN lu to 7 Ln V � � a E L t Q 2 O 2 O U-o o Q -s U .N V w Q� W L OO E rn �a ^�a-0 Uj N Cw7 L L Q �Ld Uj W0H W HQWOM M�� W zW Z o O J O low LL O O R ~ 0 — QJ 2 m Q ? OWWWOZOwOOmZz¢U ('1 � O Z � O a> z Y O Z z LL 0 W O a ¢�WOg�~—�Wo��0IL Ow o oQz LL O LL. O O Z N 0� U J ti 0 CM O Q u) M � W r* lq W0-of) Q >- Q QO ZV1.-- z 3: LUW _jQ co N N O N I ti N 1 O O 00 (O 00 O (V O N O (V N r N N CD N: CD N N O N O N C)O N N 00 Lo 00 O M r- " N O M N C:)O O C)r O O P 0 (O 0 ' O N ^ U) ; 0 0 N 0 M 0 0 In 0 (O 1 0 I` CO V) z z z 0 C) _ W��' wW(A O U0 ! 0�w� Q ZW~� Q �m0z v Z J ,CMMV 3 W �Q�o W M azzLL < 0 Cy w 'CV O-<z �- Q UWzz z y<0 .. Z U U : O O I W 1< z z z W J WC-4 O (V LAST PLOT DATE O Apr. 13, 22 Z 0 1ST & 2ND FLOOR � J ELECTRICAL PLAN B 1" FILLER CV O cM O ih " FILLER KITCHEN 1 /2" = 1 '-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 00 KNEE SPACE 2'-9" 2'-6" 1/2" FILLER DOWNER'S BATH 1/2 = 1'-011 4" BACKSPLASH / \ T-0" 2" FILLER ID N 00 00 0o 00 v (V 9 `') FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M' - BUILDING SECTION " = 1'-019 3/16 1 1/2" FILLER 1 iic ciw rn114L_L- 1 1/T END PANEL 2)l/2211KITCHENISLAND — 1 -01 SHWR HD T PRE-FAB SHOWER PER BUILDER VALVE 6 OWNER'S BATH 1/ 2 — 1 -0 12 • •�� 30" HIGH MIRROR 4" BACKSPLASH FE1 IM] FEI 1 1/2" FILLER 1" FILLER SSES AT INGS) 3WN nON _ ELEV AT 18'4" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ____F _ ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLR FF 2X6 KN WALL 1 34 1/2" 3 KITCHEN 1/2 —1111 -0 2'-9 1/2" X-4 1/2" 8 BATH #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR d° Ch WIRE SHELF ° "HANSEN" 220 VOLT BOX I I I I -� --- --Wi i ---- O --- 61 I 14 1/2" X 16" I I I DRYER VENT RECESS I I I I M I I I I I I I I I I I I I I I u I I I I 4 �/2 LITY 1 UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" JUN 1 1 2OZZ V'I4T AL REVIEW ASSIST � /irt, al, F'evie\y Assist, Inc. ,1i.An - Re'. yew completed and approved too compliance \.�,iith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF N u') 0C) 0 `5 Q t&R Z - - e w y O w 0 z Q N W 4) a) LO ; E L -L2M o " :yi N N V Q O� y a 'L r O 4)_5E d 2 o 5 a: 8 N Q t u�� .N 1 W � w C) N N 1= co Eni L � F_ a a 1111 L.L W r� W w WWQ W J �Q�ozW z Q02_j<0��<�U000 JO Q U Q I- C �aXQza�OZmooF-Q~ Ocn��OzOQ:OOmZz 0 JOa>zYozz'-OwV�a- Z QpwO��� �wc)mVOQ Z) Ow 0 Q�zq�Q UQ 0 �Qu- O cV Z O� U) Z �_7 cM O Q M LI? W u� a- cM 00 Z U F- W w JC:) 0 J N N 0 N ti N T 0 c6 r- M O N O N O N r N N NC) N N N 0 N 0 N 0 N 0 N 0 N N N o0 O Lh 1 o0 p cM r- N O Cn C) T C) � O O r 0 Q 1 U) U-) ; o c- 0 N 0 M 0 0 lt') 0 GU 0 1� It CO Z Z O _ �wco w O vo o a ii VJ OwH12 WWM 12 r� Q Z �m0Z Ix t` W =�—=z N LD Z Lu 100 >-2ZIx �ZZw N w N 2 O_j2z Ua} n ?ao z Z U c� Oo g W � Z Q w W N N 0 LAST PLOT DATE >(V Apr. 13, 22 z 0 INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 ISLESS 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 MIM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EYCEPTIONS, 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 ± MIM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5fTMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF 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: 2.11. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C', IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (VVWF): ASTM A-1 85 / A 185M-1 4 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi -73,122 Ksi 4.2� 2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 C90-1 4, 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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTIM 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'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re4nspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s ,Trinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Excepfion: Paint ordecorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. & FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-LRr3lm'61 e e5d �70nrcretxteodveno and mortar along the foundation perimeter e e OT must 0 , treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department by a licensed pest control company before a certificate of occupancy will e issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 412" 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. V_ A JUN 1 1 202 ,, , THIL REVIEW ASSIST V Virt!.Iial Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 . . . . . . . . . . . LO 03 V, 2� W 0 W z LO '-n' E > 0 F, 0 -0 C1 0 M -4, M 1 z. 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Apr. 13, 22 '0 Z STRUCTURAL _j DETAILS IN =M111 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-`!�Z' LONG (314%1" CROWN) WALL 5HF-ATHING - O.C. VERT BETWEEN 16GAx1-V2" LONG (14%1" STAPLES r,0 V k STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES � 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS�-� METAL LATH ATTACHMENT DETAIL REV. 09.124.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPAiJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1 /2" LONG (3/4"-1 " CROWN) STAPLES @ 6" O.C. VIERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VIERTICALLY/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 101 -011 TANK -LESS W/H STUB -OUT FOR 0 GAS METER 9 G 0 IV co < TOCO C) 9 _1 U-) V 0 ;t 0 E5 M 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. 13-91, (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1 (2) 16d TOENAILS 2 X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8- @ 24" O.C. 11. 4. (2) 16d TOENAILS 2" X 10" @ 24" O.C. I 13-0" I (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + . . . . . . . . . . . . . . . . . . . . . . . . + + 411- + + + + + + + . . . . . . . . . . . . . . . . + + . . . . . . . . . I . . . . . . . . . . . . . . + + 4 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + + + 0 '-0- (TYP.) "(Typ') 4'-0- 4-4- +/ + + + + 4 + + + + + . . + + + ++ . . + + + 4 + + UJI + + + 4 1( 4- + + + 15/32" CDX _J + + + 4 . . + + + 4 + . . I PLYWOOD OR 0 + + . . . + 7/16" OSB + 4 . . . . . .. . . . . . . . . . . . . . . . . . . . . . . + + /+4 + + + i- + + + + . . . . . . . + + + + + + + + + + + (6 + + + + + + . . . . + + + + 4- -4- + + -RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE"C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4- O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.C. EDGES & 8d RING SHANK NAILS @ 6- O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH * FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE- 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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel i 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8"gap FILL CELL—\ STD. 90- HOOK BOND BEAM F ....... .... ........ ........... ...... !9 CONT. #5 STD. 90 CONT. #5 BA7 BAR HOOK F Jj6jw�-.�.7� i CONT. IOM )UNDATION HIGHEST )ND BEAM SCALE: N.T.S. _2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 21' min. Small 2" I gap " . 4 max. Clinch nails when e possibi 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 16" 6- 2x - CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yj'GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor Coh imn w/ Innric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.* consideration. ChecWk local building rT__r1_f code for appropriate details in -Cine 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) _J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I I-,p 1" (11 fkfi n;;iiqqt 6" In r kT,-' Provide adequate bearing for each lapped joist. Od nails CTION @ INT. BRG. WALL SE N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 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 `_"cu kic' When joists meet over wall, provide &13/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — A 1,v2" ROUND HOLE MAY 6" 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Round Hole Diameter #n) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 6 6 8 9 10 Any 16" joist Span (ft) 8 V-0" 1 �- 1 " 1'-2" 1 �-2" V-3" 1 �-3" V-7" 1'-11 " 24" 2%9" 3'-2� 3'-7 12 V-0" V-I" 1'-2" 1 *-2" V-3" 1%-9,1 21-4" 21-1111 3�-7" 4'-2� 4'-9" 64" 16 11%0" V-1" 1%2" V-2" V-7" 2�-5" 3'-2" 3'-10" 4-9" 5'-7" 15'4" 7%2" 1'-O� V I" V 2" 1 V_2� 1 21_0"T���"14'-10"15�-1111" 6'-11"IT-111. T§�_i 1" 1 V-2"I V-3� 12'-5" 13'-7"14'-9� 15'-10" 1 7--2- 1 8-4".191-6. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EOUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" 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 (12" wide min.) Nail with 10- 1 Od nails. �-�Install tight to -top flange. A Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 114"-2"gap— Backer Block "Top Mount" "Face Mount' Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. /Web stiffner as Web stiffeners are not required when t =red if hanger op flange is laterally supported by joist hanger. n't meet height requirements /-0.6 X Joist epth D �O � I —JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing ation Series Depth End Intermediate BCI 5000s�- 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5__8iF_ BC16000se BCI 6500s-"' 9-1/2 11 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI 60sP 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI gose 11-7/8" 3-16d 3-1 6d 14" 5-16d 5-16d 16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i. MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 00 In I 112 E 01 M-1 A. .A SLEEVE THRU STEM-/ SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 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 SIMPSON H10A I J/ REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS # UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION - TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12"BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A A 11 1 :. �A '1A Mlg 7- � Vp F__ SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. x 4'-0" - PVC OR SCH40 SLEEVE TOP (2) #5's CENTERED @ PIP PENETRATION PLUMBING LINE /F 4 A .. . 0- ,d / / - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - :zi - - - - - - _\4 = 2� to 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 4 . :\ //_ A - . . A,,. . - - . A &I A 4 A /* SEE FND. PLN. SIZE & REINF. \/V\ -AIN I VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and appro ed for compliance With the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C14 % 0 C14 co 0 co LO < . 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N LAST PLOT DATE >CN Apr. 13, 22 z 0 STRUCTURAL I i DETAILS - (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1 #5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR "C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) 0= ----------ARCHITECTURAL FINISH 1x2 PTWD FURRING @24"O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD--' (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB UJI MIN PSI MAY VARY PER LO MUNICIPALITY. 04 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 2 2� 0? 6 MIL VAPOR BARRIER Pl 11 - El I I .11E I I I> 04 COMP. SOIL. (COMPACTED TO 95% T_ __IrL_1I F, III NOTE: EXTEND DECO FINISH t MODIFIED PROCTOF, 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY STD. 90 HOOK U.N.O. V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-10" ��3� OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ IT :;� _\�� -]IF -7R- M _j A. 4" bo SEE A/S3 OR J/S6 L117n-L1jT_-j_,H r-.=. f I I - IF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) ill r 8" (2 STOR) ) GARAGE DOOR SLAB RECESS ri _,"� SEE TYP. WALL SECTION FOR SCALE: N.T.S. � S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ..i @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) CD 1 8" [ 3- 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK C13 ELEV. V-10" A.F.F."Ir E =1 3 �1/2" �'A -A* 4 A 4. 4 �'4 ELEV.4-3 1/ A . r. r. 0 A A. _ _ A, '4 X4 CON '4 A F.F. 0 2 T� LL. - 4 44 4 -A C) 04 A A A' A. 4 GARAGE DEPTH VARIES A . A .4 A 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" � S3 /_2x S.P.F. S LIDS @ 161, O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 1"x P.T. STUD V_ #5 VERT. IN FILLED CELL SEE CC/S3 OR C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"41 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 C14 2x P.T. PLATE TYP. ASSUMED FINISHED �GRADE MONO OR STEMWALL--�, ;2� FOOTING MONO SHOWN 00 FOR CLARITY NOTE: 41 2� *FOR BEARING WALL 04 W/ UPLIFT ONLY - 1-1 1 1_7-,.1 I I— -j-jLLjT-j--j1L!T--j4 -14 --,-,4 I I ILL!T _ I _j ITT _L1, I 1�.l I I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH in.) 4":;) z U L A 00 SCALE: 3/4"=V-101" � S3 GRADE =(1) #5 REBAR w/ OPT. I P= I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll: SCALE: 3/4"=V-0" � S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS 4 /1 A. L 4 11--4 1 k-.1 I �1 1 1-1 1 f-- T TT7=.7r 7 M IE I dr 4- ITT SEEA/S30RJ/S6-*- 117- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8"(2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �,_S 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. 518"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4- O.C. @ BOUNDARIES, 6' O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 2-1 3 1/2" MIN. 2E 60 �f 31/2"(min).-4:'_ WII�FWlliz, MNZ =111 111=111 III .il F�l I M 1 1 (2) #5 CONT. 4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1/2"(min.)- 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE 'X"@ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ __----,2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS . U.N.O. 5/8 x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS 20/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY' SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 211 WWF OR FIBERMESH 3 1/2"MIN. �2 1/ "(min 4" 2E 00 1� I I rl �j gLr 3 1/2"(min.) - 4" it, E\v M P=�v VII El I lEl I I F;-;:; I I (2) #5 CONT. 14 1, 1 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-101" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY 40� x, &�s 0;55,T I (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8 x 10" "J" BOLT @ 24" O/C W/ 2X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. (cD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING FIBERMESH I WEEP SCREED INSTALLED -Zb BAR --------- C� E PER MFR INSTRUCTIONS N'��-#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi FINISH GRADE 60 25- MIN. LAP PO- MIN. LAP] [GRADE 60 MIN. Fy- 60ksil 6 MIL VAPOR BARRIEF� =%A1 A OP R 17/2" I - - 7199� X,99�: M #5 REINFORCING BAR OF; I AP.0,PI IrF COMP. SOIL. (COMPACTED TO Z' v -P, 95% MODIFIED PROCTOR ASTM D 1557) 4" V-4- TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0. -01. 5 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) c9 �-7 Cl) 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALP& � \, INTERIOR CONCRETE . . . 4d 14-14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C') -77 K S3 #6 REINFORCING BAR #5 STD. 90 HgA NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) vv"'u' 1 Od NAILS 2x P.T. PLATE R SPACE ANCHOR _j BOLTS 6" MAX FROM I AT;= 0 LLI END OF 2" x PLATE 0 a. ui W REBAR DETAILS rF SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN - SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x x x x CONNECTION INFO SEE PLAN FOR x TOP OF BEAM VV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T PLATE /16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING En 0 SCHEDULE SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE W Lu CONNECTION INFO. U) CCf%HDC 0-A 0 T OTIA DI ATE: SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL nz,. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN I ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS SCALE: 3/4"=1'-0" (2) #5 CONT.-f -I I ON 3"CHAIRSL (TYP.) 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) = _71 6 x 6 W1.4 x W1.4 C�! WWF OR FIBERMESH C0 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT (" G SCALE: 3/4"=V-0" � �3 1 1/2" RECESS FOR VARIES 6 x 6 W1 -4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 A A 00 4y A Cn F SEEA/S3/J/S6 FOR REINF.1141 0. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=V-13" , �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS CONT. FOOTING STEEL MAT REINFO cv) 4- .4- A. r W I-- LU a- Lu z Lu Cf) Lu 0 El I F_=I I I- Fj I IE III 1E I lt_l� F-I P�--FOOTING ltt�' BEYOND PAD REINFORCEMENT5 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL // �N SCALE: N.T.S. ��3� JUN 1 1 2022 VIRTUAL REVIEW A�SIST Inc. Virtual Review Assist, ved FNevlew Completed and ap 1), - 'th the 2020 FBC 7th toi- colill, 1. i a n \,Nj I ne Klahr,PX2300 Edition by Debra An , i_o N C) co N j C LO CD co 1 05 LO _7 . . . . . . . . . . 2� W 0 W z a) LO > 0 0 *C %0 C! 0 0 co 4 Z) CO V) u -070- 2 0- a) E -=- :E mo z) 2 0, -9 0 LL- 00 R < u ." a) < UW CC) E cc.' c:) 12 �Coi V) WW W LLi W C) F- WP W W2�_o < x :32 < Cr LL () 0 10 _j F- < CY x U) W 0u) 00 -JP :3 0 ZLLLL_z2_j0E-<< 0 u) x W 0 Z 0x00Mz L(u 0 0 0 z U) F- z LL a. zR0 0 W L) 0 _j <0W<FnKWz_ IL 20 LL <0W 2�-P �Wog< < ow :) 0 Y Z U- < 0 < LL C:) z W 0 D > q (0 C:) CY) C:) U) 00 1,,- LO _j qct LL U) r-_ < w u� F- O� CY) ir EL T_ oo < >- < Z F- z W W C:) C:) (0 C14 0 C14 P� C14 I 0 0 01) W M C) C) a N C3 C� C) CN. a C� CD C� 0 C� C) 1� C) Cq 0) N 00 Q Lo co CD A , (N 6 CO N 4 CD �L C, 0 6 CD 6 CD 0 Lo a) > CD CD Cq C) co 0 .;t 0 Lo 10 co C) r-- Cr CO0 W W 0 F- 0 a- LO 0 Will- 3 rL T zr- W F- �2 Z LE Ix WM F- X 0 F- z 0 r'*4 z 3: 00 >- fe < 111 0 rtl ;� Z Ir Z Z ILL CN W r*4 0 < < F- _j z 13- W U) LI) z z z 0 z L) 0 0 z z z W C%4 04 C) LAST PLOT DATE >CN a. Apr. 13, 22 Z 0 STRUCTURAL DETAILS -MONO 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD /-(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 DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 0 BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VAR[ O.C. TO EACH HEADER FACE Li P 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. ,, �4 ----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) 1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID ::::�"----POINT EVERY OTHER ++ '11 STUD W/ (3) 10d NAILS + + _11 _00�� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4 O/C BOUNDARIES 6" OIC EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W1 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \---ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. !f'�SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2X6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK 2" MUM 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 INTERIOR EXTENSION FROM EXTERIOR Ul WALL FACE OF BLOCK WALL IS 2 1/4" TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A� SCALE: N.T.S. ���4 - 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT SCALE: N.T.S. �4 S4') 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 \ FOR CONCRETE PLACEMENT 1W AM MM =�Iz milli NINE UP= Milli 0 111 HIM Milli 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. FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 7 Z4 IBOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER IAWING. SHED FORWARD THIS DR PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 46 Ott, 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET rop 13 'ARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK tl'�K� SCALE: N.T.S. S4 �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EAEND EAEND EAEND EAEND SIMPSON 1' - 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" 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 WALL HEADER DETAIL SCALE: N.T.S. 12 (TYP.) SEE ELEV. -�_ "z SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER ;�A RESISTIVE BARRIER -------,--I . NAILS AT EACH STUD SIMPSON SP2 w/ (12) 10d CRICKET AS 1/2"EXTERIOR GRADE SHEATHING 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 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4' EMBEDMENT IN KO BLOCK AT EA. STUD SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL--, W1 STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A AV L5/8"x10""J" BOLT 24 MAX. @ . " O-C�R MIN (2)) P OTTOM PLATE ECTION /--2: simps6N SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF if&,, SPLICE STAGGERED k�P�ICE �Alj SP 1 Od @ 8" O/C ATTACH ALL U EXTERIOR ST DS W/ [Al 16d TOENAILS T076PPLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL I TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc 1\ �4 P.T. -ATE SP2 \,_F_/ SIMPSON SIMPSON Spi SIMPSON- SP4 "--10( ST TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING SIMPSON SP4 J- M I R_ I ]Et I 2X8 I P.T. BOTTOM P E \ I SIMPSON SIMPSON SP4 SP2 I I ICI 1_1 NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SIMPSON� SP4 /-SP4 \-5/8"X`10" "J" BOLT @ 24"O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 ' JUN 1 1 2022 \/RA VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and a ro d C for comnli,�Ar�ce with the 2020 FBC 7th Edition by bebra Anne Klahr PX2300 [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W 0 < 0- U) 2x TOP PLATE 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 � �j SCALE: N.T.S. �4 P4 2X TOP PLATE OVERLAPPING NAILS@6" %GGERED 3OLTS @ 24" O.C. kX ?_X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" I & NUT IOXIED A.T.R. I & NUT OXIED A.T.R. I & NUT ROOFTRUSSABOVE f- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS '-0" O.C. @ 2 -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 10 & 8" O/C FIELD I L * SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/(12) 10d NAILS MASONRY-- 5/8"X10" J-BOLTS @ 24" O.C. o SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 4 1 ]R� I 1 2X8 P.T. BOTTOM PLATE 8"00" "J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE -ENTRY (R SCALE: N.T.S. C14 04 C) Z! to a Go LO '05 W 0 0 W W 0 z < U) 4) LO '20- E 0 " 0 - loci 0 0 M *q- 4i M C3 �j -6 co 0" -0-0- 2 ") C: E -E - z co') z) 2 8 01-0 -9 0 _5 U_ 00 R -d' C) I-, T <� "� .9)C 6 z. * Lf) U Lu Cj:;� Q) 00 E L. C) Cn rz, a ;D @D LU W W 0 Ld wo�- W LU W 2 I_ 0 LL1 0 afm-j afg�eznf z _j < < < 0 3: LL L) 0 LOL 0 0 F_ U) <ax-j of 0t 0 D 0 CY C0 W 9 zo , 0" ZE 0 0 M Z 0 < 0 z z CY 0 0z 0 W &5 w W �513� x U) W 'L > Y z U_ 0 _j 0� D_ 0 z W 0, _j < Uj < W z Z) o _j q- U_ < 0 W �� 0 U_ 0 LL C) C:) z CN 0 U) > U) C) co C:) 1.-7 cle) C:) CY) U, i n _j U) LJL I- r-- z < Uj < U� cy) Co < Z 0 z W C) C:) 04 C14 C:) CN C� C:) C) I o6l I CD 00 C) (N C) " C) cN C14 C14 C:) 04 CD CN C) CN C) C4 C) 04 C=) 04 1 C) CN 6 C14 bb CD L6 0� C) A I 04 6 CO N 4 0 1Ir'_ C:) 0 6 ' 0 6 0 0 U L > C) C) C� C) C') C) 4 C) LO C) (0,1-- C) P%ft 1 0- 00 U) Z Z z 2 C) W W U) W r 5: 0 1�_j 0 0 - I-_ 0 LO -0 -0 OWW2 a- x< W F- I.- Z X I.- Of W :D I.- TZ < M 0 z �- 1: (D z 0 Lz III r*4 z �: _j 00 W >- 2 0 CY) Z of z Z U_ W r*4 0 :f < F_ -1 � z W 2 < 0 a- >- U) Z V) z _< z 0 z 0 z z z LU _j W C14 04 0 LAST PLOT DATE > Apr. 13, 22 Z 0 STRUCTURAL . L _j DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - fRSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS7 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) — BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7R SCHEDULE FOR SHEATHING DETAIL ��\ 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHIEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4,KI AKER 8 _O�O/C. @ 8'-011 O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d jr "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (110) 8d 2x8 P.T. E TRUSS EACH JOINT wl (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOENAILS@ EA. --,--FROM BLOCKING 7/16" OSB SHEATHING END '��GYPSUM ATTACHED W1 10d WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD ELD 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) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 6" ,,,-1/2" CDX PLYWOOD OR 7/1 OSB SHEATHING ATTACHED =0 W/ 10d NAILS @ 6" O.C. EDGES I 7-*- AND 12" O.C. FIELD 11 Aa (2) 16d NAILS . . 2"x6" P.T. SILL 4K2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING�' 2x4 PANEL BLOCKING @ 48" O.C. FOR i WEEP SCREED NOTCH 1" BRACE HERE FASTENWITH 10dx3" @4"O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS " " " " " " MOISTURE BARRIER 1 Od 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM )CK- 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) 1 Od NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" ri 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. 1\ �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J A Ax AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING x INFORMATION 00 C* SCHEDULE FOR -11 SHEATHING DETAIL BACKNAIL wl-I 2 11/4', (2) 16d NAILS -WOOD TRUSSES CD - 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT xz AT 24" O.C. ON TOP OF EACH JOINT w/ (3) It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W1 (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" OIC 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 -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA.x7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) @ -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION r3 SCALE: N.T.S. 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-i 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 & 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 TO --- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 7 DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD , I STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 1\ �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S6 r--WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS x -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1 OKTA w/ (4) E C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" EE PLAN FOR TITEN TO CMU _'%�__'�SCONNECTION OF THE LAST LAMIN 2x4 "T" ON TOP OF PANEI BLOCKING, FASTEIS L 2x4 BLOCKING W1 EXT. WALL CONN. (�D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARNG LOCATION rD�� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" �SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1x0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\ �5 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 \-MINIMLIM 2x4 TRUSS BRACING TDI 100 DDAf'*,IKlf"-% nX/CDI AD r)C:TAII SCALE: N.T.S. 6" OVERLAP M S5 -L- BRACE W/ 1 Od @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) W M \-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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. \�,�S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4"(U.N.O.) 1" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-13" 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) 1" 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 HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING --2x4'7" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4 O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N-T-S. 4� ",IL 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED - 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB TAIL SINGLE "L" BRACING DE SCALE: N.T.S. BLOCKING @ 48" O/C ,,,-GABLE TRUSS TRUSS VERTICAL IAPHRA(3 (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX 'X" BRACE SEE DIET. J/S5 CONTINUOUS BOITTO� CHORD BRACING 2X4 MIN. Lo wor a: NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURIER'S TRUSS ENGINEERING /BOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCS1 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48' O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION JUN 1 1 2022 1 'E V1 ITI�AL REV[ W ASSIS' Review Assist, In r)Ians F�:':�-vlew complete n proved fo-I compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. 04 C14 co 4, Cb is .' j LO 0 00 LO 4t W_ z W 0 z v) 4) a) u-) E a) 6 .� 0 0 - %011 u — Q M 4i -g 0 go C: E 0 0 2 00 0 a < o, < U) U Lu (D 0c) E a. c) .5 7C) 0 rz, u '0 I CL -a V) W (.9 W wo�- ui W P W wm�o W �- < Wm_j 0�11 zw z 0 � < W 0 LL 101' 0 10 '-cow Ce < < 0 < CRR __'9 Z) 0 zuu_0z2001q1- CYCOW OZOR00ii-njaz < W Lu z n Lj 100 U) 0 z U) OW a- F5 I W of < 0 _j z LL W 0 (L _j q.>zyo�- 0 J�<Ow<�jKwz LL < 6 ow ��-P �Wyz OW 'n 0 <g < U- 0 U- 0 C) C14 z UJI 0 &_5 5 ,- > q CD C:) zCf) CD CY) Lq 01- _j U) 2u) LL ,I. I%- z < Lu <� LO 0� cyi W 0- T- oo < >- z z W W _j Q C:) (0 C\1 CD C14 C14 C) 00 Pk*ft CO 00 0 (N C3 CN C) CN CN CN N C) C� 0 C� 0 C� C) C� C) C� 0 N 0 N 0) C� 00 9 LO 00 9 A VL C-4 CS C') C) C) I I CO 1 0 U) LO a) > C) . C) . 041 0 . Cr) C:) f -It C) . Lf) C) . CD C) . 1�- I 1 I I I I I Cr CO Z z 2 CD40 1110 W W C/) 6-1 0 0-) n l_ 0 V) 0 Ix W a_ 1: W i- cc F- W Z) < M 0 z �-- z: o z 0 W z 00 >- < W 0 CIO 2 Z X Z Z u_ 04 r*4 w 0 :f < F- -1 z 0 (L w L/) z U) z z 3: < 0 z -se 0 < _j 0 0 z z z q W C14 04 LASTPLOT DATE > Apr. 13, 22 Z '0 STRUCTURAL _j DETAILS 12 Z_'_7 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 WB DOUBLE 2x S.P.F. TOP PLATE — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX- SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4' O.C., 2 ROWS lx2 NAILER w PLYWOOD SHEATHING -A 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULtar-r- Ut: I AIL U/00 SHEATHING JOINT cn FOR MORE INFO 00 w W 16" O.C. 2X S.P.F. STUDS 10 m: Wl (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W1 10d LAYER 1/8" THICK. COMMON @ 6' O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2"GYP. WB OR 3/8"PLYWOOD/ TYPE 2-M-W OSB lu, CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' OIC __'_y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 rB �R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA; �,�S SPACE INTO APPROX. EQUAL AREAS. FLOOR SYST ETAL SEAT PER PLAN OR FELT 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" O/C CEILING & 8'01C WALLS \�:__8"x8"Xl6"CONC. STD. 90 HOOK (SEE DETAIL) 112" 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 I A FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn w 4"x4" INSPECTION PORT AT M a. EACH FILL CELL TYPICAL w cn lx WD FURRING @ 24" O.C. -AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR CINI MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE _71 4. E /FINISH GRADE 200 C'4 .4 A4 Fit -I rRil r--F-1 -1 - -A- 9 6x6Wl.4xWl.4Z 1 F ''I I IEI I I= 1 4 ff - I I 1� — WWF OR FIBERMES� :11 F=_l I FF�=l 1 11 1 A'. A - I LI rLl I�IFEI ""�STD. 90'HOOK T, (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE 4" V-8" TYP 2-STORY WALLS"ECTION SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d xl 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO IF BEAM OR GIRDER XE W/ I O.C. )OR TRUSSIJOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 117 CORNER TYPICAL 'IT" AND CORNER DETAILS KN SCALE: N.T.S. �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING -A ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4"O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4' CROSS BRACE @ 48" \—SIMPSON HETA20 w/ (8) 1 Odxl 1/2" O/C FOR THE I ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wl (2)1 Odx3" @ EA. BLOCKING& MIN. 4"EMBEDMENT END INTO 2"x4" BLOCKING fill IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. I%vf r% fl /_X a I UU0 %v I 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK FLOOR CONNECTION ( B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL (FLOOR TRUSS) (__o� SCALE: 1 1/2"=l'-O" 1, S �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR —1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6-. (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C� W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x WIA WWF OR FIBERMESH 4 4 Q, 4 4 4 1- 1 IEI I F 11 Nlmli= II I 1:jT, ;;;I I 1=1 I 1=1 1 #5 CONT. ON 3' 8" 11-8" 1 8" CHAIR W/ 3"MIN. I I CLEARANCE INTERIOR 2-STORY FRAME SECTION I(�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S 6 ADDITIONAL SLAB INFORMATION. w w 0 cf) 15/32" OSB -All EXPOSURE1 SHEATHING F PROVIDE _x BLOCKING AS REQUIRED PEIR SECTION X-X IF W� NOT FULL T < HEIGHT SHEET- c U) FLOOR SYSTIM I (2)- 2x TOP PLATE BEYOND I z-15/32"OSB EXPOSURE1 SHEATHING w w SOLID 2x BLOCKING @ ALL SHEATHING 0 EDGES(SEE OPENING SECTION X-X) w C /F-d ir LLJ _xx —4@ w -2x STUDS w BEYOND. SEE PLAN 0 U) __3 N-2x"4 P.T. BASE �_�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 0 3/8" "S" = NAIL SPACING SX �3/4'1/2.'j SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 S'PF 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. A STAGGERED FOR SHEATHING v VERnCALB=MG SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) L-1/2" SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y,' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8'. (Z) NAIL AT BASE 2 ROWS @ 4- D.C. w/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ 8d COMMON NAIL LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMI 0 @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. (n STAGGER ALL VERTICAL JOINTS & NAIL @ 4- O.C. @ w/ 8d COMMON NAIL 0 �wm Z) 0 L�� L>L 10 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF E<r r- c-n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. fr P 0 0 (n 0 (D co � :) cn �_ , m LL @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL cn w 0 IL W 0 MEMBER IF GABLE END NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X21/2' . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xlO" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -0 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W1 (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2y BLOCKING AT THIRD POINTS 5/8"DIA. x 10""J" BOLT Wl 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 Wl.4xWl.4 WWF OR FIBERMESH 4. 4* A A A 4- I I Md I I -I I A d I IEEI I I- I I M A (3) #5 REBAR ON 3" CHAIR—/ 4" V-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x 6" LL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON l'-4' (1) (2) (1) (2) (1)LSTA30 4'-9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16- OIC 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 1 1 =00 -L _-F 1 9 12� 1 F I _rT _�_ 2 W/3"MIN. CLEARANCE ALTERNATE FOOTING @ WOOD I ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" ADDITIONAL INFORMATION. v S6 \R/. , , �' Akfi I A REv�E�N ASS'ST ist, Inc. .I Rp'';'e\NAss d tu �Ieted and lans F�_-view cOml e 9020 FBC 7th to,,- compliance vvith th - Edition by Debra Anne Klahr pX2300 C14 04 cv) LO 00 LID 5 w k� 0 w z V) 4) a) L 0 'U-) E �: 0 K 0 M %_ '0 cl 0 uu c') -0 7C3 00 4) cm) c) c: Z) u 4- C) 6 C) < r, < uLu Cl�'4 Co 00 cli 2) C:) 7C3 0 K Lu w 0 w 0 Lj w 0 W L_ W _j wz>_0 I..- . < It Z Of z w 0 <z< < 0 Q� Z) 2 _j 0 3: w LL 0 0 LL n— ce < < 0 0 <OR-U)w OZ200E-- :) OgZWLL -JO 0 V) Et 0_00fooca Z w0Zww-Df ZD 0 U) 0 0 z U)w Ill F- Cf) LL W < 0 X _j >Z 0 EL 0 00 wl<ujz,wzow a- 2 0 LL <0w 2 1- 1- 2 w 2j < 0 of < < LL LL c:) 0 04 0 z w D 5 r-- > U) q (0 c:) cy) p < U) cy) I,.— LO _j U) LL U) z < w < Lq cy) co < >- < Z z w w c:) c:) (D CN 04 c:) 04 c::) c:) o6 N a C� C) C� C) C� C:) C� C) C� C) 04 I 0 04 I 0) c� 00 C) LO — 00 CD ce) v- 04 0 M N 0 d) 0 c:) c:) a (0 0 0 Lo >11) C) c:) 04 C) c1r) 0 C) LO C) (01 C�l 1 I T_' 1 00 u) Z Z Z 0 4_0 ww W FO 0 5; 0 0 F— :D 0 0 o Ix W LO z Ill F- ly F— I.- w ::) 0 M z �- 1: z F- r44 0 W z 3: _j 00 111 0 Z W Z Z LL CN w f %4 0 < < �- _J 2 z z CD ct z z z m < 0 F_ 0 0 z S6 z z Lu _J W 04 04 0 04 C%4 LAST PLOT DATE @ > Apr. 13, 22 z 0 STRUCTURAL —J DETAILS —MONO p 11/2" DPYWALL 1 x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (FIEFER-\ [_ P.T. F TO PRODUCT TO PRODUCT Nk��7, APPROVAL FOR CONN. APPROVAL FOR CONN. lx4 P.T. x4 3-1/4" LONG X 3/16"0 _:URRIN 3/16"0 X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" lx8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/21' DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER Flx4 11Z Ur%TVVMLL TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2"* FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END wl MIN. lX8 2" EDGE DIST. ATTACH lx8 w/ (2) ROWS 8d NALS 3" DETAIL S rAGGERED @ 12" O.C. 3/16" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16- TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. lx4 1/2"DI DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F- F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/�l 6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16" lx4 O.C. & 4" FROM EACH 'i TAPCON @ 16" O.C. & L IST FURRII` END w/ MIN. 2" EDGE DIST. 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY w/ W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 r)C:TAII ') 1 1A r'IC:TA 11 STAGGERED @ 12" O.C. 1-11,411 nl=TAll BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 1/4" MAX ir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2"DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS ARE-7A SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR--/I'l -2x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2"THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B Ir, /4" MAX EMBEDMENT INTO Z-0- 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8' O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN.,, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW__,___� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. � �S 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 REB (Typ') STD. 90' HOOK (I JLV L 71 +5 A NOTCH WEB AT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2"SDS SCREWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL SIMPSON 2X6 TO 2X4 H2.5A w/ (110) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 00, #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: 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: REMAJN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. C LASS 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 4Y.' 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" � �S MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-101" F.F. I> 1_4 1 1---4 1 1 1- 1 _F] I F=� IF GRADE 04 z \-,—(2) #5 REBAR. MIN. 3- 16"MIN. COVER EA. WAY 7r SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" FILLED CELL PER FOUNDATION PLAN IIR YP.) THE :S I IKIAr%nC:DTADI C: IKIC-%TAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 'I BELOW 00 2 SUB FASCIA Zx ALUM DRIP EDGE BR G WALL TYPE ALUM FASCIA PER PLAN 1-34� TRIM PAINTED SS NAIL w� 5116" HEAD F CHANNEL, -4 ......... FASTENED PER I . L DIA P 24" O.0 NOTF211FIn�V I J�i__A_ t- CONT VENTED OR SO LID SOFFIT CO N T 2 x4 NAILE D TO L 2y BLOCKING NAILED TO -I OP BLE)CKING w/21-1-23 NAIP3 t) CHORD EVERY OTHER TRUSS wl _1-12d NAILS, TYP_ 1 (3-C) BUILDER TO VERIFY,7PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FCR COMPONENTSS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA. ALLINt INC FL# 16544.R5 FL PRODUCT APPROVALi F CHANNEL FASTENED TO: - CMIJ WIT NAIL.067" DIA_ @ 24" O.C. w 5AY' MIN. EMBEDIVENT - WOOD w� il� 16 GA_ S/4"x I t4l' CROWN STAPLES a_ 24"MA)C O�C, IN DIAMOND PATTERN SUB FASLAA w� lb GA. 3l4'xlj4` u'ROWN STAPLE (.,)i EACH GROOVE &STRUCTURAL SOFFIT SF01 SCALE- 3 - .4- - " 0" t� FOR ALLINVINUM SOFFITS WITH SPANS R i;- V 09 22 � 2021 > 1'-4", INSTALL rAID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA .REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAIL3.' I 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" t �R 'US DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 1 Od NAILS @ 8" O.C. 4 TO TRUSS TOP CHORD + + 7/y,,,--PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT z + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL _:j N SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0-) @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-131" SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI%'l MSTAM STRAP RrAl F-RM QCX: CUCC-17 rl) AKIn z 0 U) U- 0 UJI 0 Z3 0 Cn 2-x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4"PLYWOOD DECKING GLUED - AND NAILED W1 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD /-ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,,--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO - SIMPSON HGAM 1 OKTA @ 12" O.C. wl (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4-x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL Ist4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4' TO 11/2" F� �EFOR3�ERHANGS LESS THAN 3/4' -NO REPAIR RECID. ll-0fl 5-011 F .. A BAR .6 L.- CENTERED W/ 9(r �quf IN TOP KNOCKOUT/ A CHAIR BLOCK I G % MONO FOOTING —FIT SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD 9 9(f HOOK ZN #5 BAR IN FILLED CEL E!Z m 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 OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I _j— EXISTING FOOTING RETROFIT FILLED CELL DETAIL Ini �r_nl ... n SAW CUT SECTION SCALE: N.T.S. SCALE: N.T.S. JUN I VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. I ripleted and a r ed plans �\'eview con fo, cornpliance with the 2020 FBC 7th I Anne Klahr PX2300 Edition by Debra 177>1 CN CN C) CN Cn z LO CD 00 IJU 0 z (A 4) OLO E 0 , 0 co 0 m 4i M 04 Z) C3 C V) u _5 :g f 2 ') m c E 6 Ili . g 75 d: 8 <0 u .2, C (D cO E C) rz, ao) 70 V) WW W wo�- W �L_u W �'_j wm�_b WI--< af2,-j lrg�ezof z OM < '< < 00-jo -jm9�:WOLL0 - 83 < F C-) < R Z L.L LL g z � 0 3 IX 0 (D 0 ocrooca LLI W z W Ix a �_ 1 0 < Z Z�q 0 0 U) 0 0 z Cl) Fn Fn Ld III of < 0 tr _j 1 0 Qa_ > z �e 0 1- z - 0 W 0 -�<Ow�u5KWZ CL LL < 2 0 ow 6 < 0 0�ez 9 < < LL < 0 ILL C:) C:) z CN W > U) q (0 0 CY) U) C10 LO U) _j 11, LL U) I r-� z < W < Lq I-- W a- cy) Of M 2 'r'- 00 < >- < z C) z W W C:) C:) (D 04 04 CD C1,4 r- 04 C:) 1 001 1 1 1 M V.- CO T-- C) N C) N a N N 0 C14 a 04 a 04 a a C) C:) 04 00 C) L6 ob C) A C4 6 M CN 4 0 *L Q a 6 T-- . C) C6 C) .2 E2 Lo 0 > o CD 0 m, 'IT LO (0 r__ I 1pi I I I 1 00 U) Z Z 0 C) W L3 W W 0 0 EE �: < 0 d- Lr) -0 Lf OWWM a- T_ < W F z 0� H.- W :) < F_ co 0 H X: z 0 t= W r114 z _j 00 0 ry) 2 Z W Z Z LL C-,4 w r**4 0:5 < F_ � z LLI CL z Z Z 0 z 0 0 0 0 00 z z z LU _j W LAST PLOT DATE >C%4 m . Apr. 13, 22 '0 Z STRUCTURAL DETAILS-RETRO Fll 'I 'I I 11 1 11 SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 06 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 MALL SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS f I EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED T. PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP u �T 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 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS 41 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D FTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING 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" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN d' 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/T" X 2 a' TAPCONS @MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF 6, STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" �— H H SECTION VIEW E SECTION VIEW SCALE: 7' = 1'-0" _ SCALE: 2' = 1'-0" 3/4 PLW ON DECK --2x8 SYI AND N) FRAMIP 2x4 DRAF STOP 2x4 BLOCF C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ;7\ rSIDE) TO BOTTOM EDGE OF 2x12 l STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 14" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" - lx4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP tiN PER CONTRACTOR -2x8 SYP DRYWALL STOP PROVIDE MUST NOT TOUCH BLOCKING STRINGERS G ><; k�?<_ 2x4 BLOCKING FOR 2x12 SIMPSON A35 El 2X8 BLOCKING - 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST STRINGER TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 4"X16" LVL a FROM JOIST TO JOIST. USE NAILED TO SUPPORT ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /--kl r% UUNO I r%UU I IUN Ur. I AlLb (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON Ml 10dx11 u ECTION VIEW "H" SCALE: 1" = 1'-0" JUN 1 1 2 2 VIRTUAL REVIEW ASSIST dirt' al Review Assist, Inc. r'lan> Re\,leW completed and approved to,- comnl*ance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 } LID co m Z w O W 0 z Q ^N` N L0 ; E i �cl _W L 0 MM f} CO d CC,') /�� i P o W O o O o Q 2 •N w Z3 � N Ec" c o a W 0 O~x W z ofwoz 0OJOCQ Q ZLLL—Z<cOL �F-Q ~ 2Q cy Z a9OwOWOOZ��ww�"�ItmzD wnQpWrZwzO�aF LL FQwdOw O Z CV OW I-_ U) 5 o��o Q(/�M� U) I r-- H d _M Q Q 00 Z V H W� W J O (O N N O N f` N O O (O r' M O N p N 0 N N N CV O (V O N O N O N O N O N O N a)aoLn9 N O Il 04M N N d 0 V-- 0 0 0 0 0— 0 I (O 0 Lo > O CDO N M O 't O to O O I (O I I-- cr CO �^ VJ Z Z O O♦1 W(-)r->- owe 0 Z)V D IY 0 �-O�a M Q ZWI Q � = pW < = F- Z j N Z J 00 i-MZW }IX2 Z Z LL 04 w N ��2z >= Q L Z Z z �QO . Z U U J O 0 n. W Q Z z z w J WST N N O LAST PLOT DATE O >(N Apr. 13, 22 z4-0 0 J STAIR DETAILS ENGINEERING 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 • F'C 8" PRECAST LINTELS = 3500 PSI * CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI 9 REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM * PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. e 7/32 INCH WIRE PER ASTM A510 - MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROU7TING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NE\-r 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-IB SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^Wr-4Md" SAFE LOAD - POUNDS PER LINEAR FOOT 8U8 8F8-0B BF12-OB 8F16-0B 8HO-OB 8F24-OB 8F28-OB 8F32-08 8F8-IB 8F12-IB 8F16-1B 8F20-1B 8F24-18 8F28-IB 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 - 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 14605 6113 1 7547 8974 110394 11809 4'-0" (48") PRECAST 1VUU 2561 2751 3820 14890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 M 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 166=3 3090 5365 5 47 7547 (36) 36 7 34 2 7342 (19' 19 8733 (IT 10127 (19 5-10" (70") PRECAST 1062 1105 1 1173 1631 2090 0 go 4 9 2549 2 5 3009 3470 1451 1 2622 4360 7 1 68 45 7168 45 60 3 6 6036 19' 19 7181 (19:8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3031 3707 3707 4383 5061 1238 2177 3480 5381 8360 .10394 L3D 8825 (1 T-6" (90") PRECAST 71ta 1011 1729 2632 220512698 . 3191 3685 1011 1729 2661 3898 8 5681 W7 (44) 6472 (1 9'-4" (112") PRECAST 554 699 1160 1625 256654 3486 2818 3302 752 1245 1843 2564 5 3486 4705 (3� 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 =643 1052 1533 2093 2781 3643 (38) 4754 (45) 11'-4" (136") PRECAST 362 582 1 945 1366 1846 2423 1 3127 4006 - 582 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST jj/ 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 - 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N-R. NR NR NR NR NR NR NR 7�58 783 1370 1902 2245 2517 2712 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR I NR NR NR --�-12 710 1250 1733 2058 12320 2513 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR I NR NR 300 I 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR --i35 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR --f8-O- 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR - 165 315 550 784 1047 1 1285 1399 24'-0" (288") PRESTRESSED N.R. 1 NR NR NR NR NR NR I NR - 129 1 250 1 450 654 884 1092 1 1222 1 (#) 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 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 8RU6 8ff-R8 8RF10-OB 8RF14-OB BRF18-OB WMU-OB 6-OB PRO-08 8RF6-1B 8RHO-16 8RF14-1B 8RF18-1B 8RF22-IB I 8RFF26-18 BRF30-lB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 9 7567 - 1891 3699 5206 6639 8060 r 9 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 7 5924 6904 1756 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 166 920 1770 1716 7 2277 2 2 7 2 8 3 9 2839 3402 3966 11767 2481 4567 8 9 6389 6 3 'M W 34 34 _IL2 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2 I 2 4 2124 4 2649 2 6 9 3174 3700 1113 2342 4242 6639 (10)89 60 10 8M 39 L39 _�E� 87N (19 6'-8" (80") PRBCAST 797 901 1825 3120 5048 M 7747 9448 7360 --�01 1 1825 3120 15048 9 5 7915 9479 1OW893 (32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 1 - 755 1490 2459 3776 5743 5 J� 10893 48 9'-8" (116") PRECAST I -1`11 1 466 999 1568 225313129 4091 3146 X508917 526 999 1568 2253 1 9 3129 4150 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 9" PRFCAST & PRESTRESSED U-LINTELS 4C^Wr-*9VM SAFE LOAD PLF BUB 8F8 REINF. CMU* 2-10" (34") PRECAST 1293 1642 2135 1 (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECOIST 411 411 734 5'-10" (70") PRECAST 340 339 607 6 -6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PPFrA(ZT w/ 2" PFrFcr. DnnR 11-1 INTFL-q 4AMr-4494" SAFE LOAD PLF 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 1 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT'LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4C^Wr-4#9VM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LE NG. I I 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-ZF 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 1 5740 6627 1363 2192 3079 3966 4853 15740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 1 5077 5861 1207 1940 2724 3508 4292 1 5077 5861 1 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 (23) 1021 1634 (12� 2102 (11) 2571(10) 3039 (10 3508 (9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113�15 1471(15 181k15 2152 (16 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(151 1185(15 1458 (151 1732 (15 2007 (151 530 686 1183 1526 1865 12204 2544 11'-4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (15 1510 (15 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 441 723 (1 936 (1 1151(15 1366 (15 1582 (1 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15' 373 606 (141 783 (14 962 (141 1141(14 1321(141 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 3&4 15 346 559 (1 7 (1 7 (14 15 (14 118 (1 410 420 709 1050 1434 (8 1694 ( 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 (13' . 671 (13 823 (13 976 (1 1129 (14 246 390 655 968 1324 (8 1625 (1 ) 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (131 626 (13 767 (131 909 (13 1052 (131 230 364 609 897 I?L4� 1562 (1 1801 (1 17-4" (208") PRfSTRESSED 187 255 404 (12) 520 (12 637 (12 754 (12 872 (12 192 303 500 732 993 (8) 1268 (1 1470 (1 19'-4" (232") PRESTRESSED 162 222 347 (1 ) 446 (1 546 (12 646 (12 746(12 166 261 424 616 831(8) 1057 (141 1225 (14� 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11 480 1 567 1$ 654 (1 142 230 369 531 713 (7) 903 (13 1046 (13 22'-0" (264") PRESTRESSED 13 2 295_(10) 378 (1 461 (10) 545 (1 ) 629 (1 137 221 354 508 681 (7 861(13 997 (1 88") PRESTRESSED 124 175 267 (10)1 341 (10) 416 491 N 566 (10' 124 200 316 1 450 (7 756(121 875 (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 <^W-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T YPE LEN 8RF6-1T 8RFI0-1T 8RF14-IT BRF18-IT 8RF22-IT 8RF26-1T 8RF30-1T 8Rfrj,-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T - 8RF30ZT 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 1 655 1262 1900 2538 3176 3815 4453 6'-8" (80-') PRECJ� 1 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 71-6" (90") PRECAST 506 797 1462 (� 1952 (7) 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-B" (116") PRECAST 395 491 931(12) 1301 (151 1640 (15" 1980 (15 22 (1 1 395 1 589 1 11 5 1 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT'2382 - 1ST FLOOR PLAN 1/411 = 1 1-011 Gj CG ) V-�A JUN i I ozz VIRTUAL REVIEW ASSIST V Virtual Review Assist, Inc. I Plans Review completed and approved to,- compliance with the 2020 FBC 7th Edition by Debra Anne 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 - A I < 90 0 8F16-IB/IT 8RFI4-1B/0T Q 0 0- > 15 > 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" KO. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR M IN," C.M.U. => j < Ln LU Z Uj U #5 REBAR AT Loue 0 1:2 �- 'n z BOTTOM MIN. (1) Lj EO'D RE L!z L6 M Ln r4 z Ce %R < LU Ln 16 GAUGE POWERS t7, R�� 8y STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTUREWS SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH To AT PRE DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 2 1-1/2" CLEAR 1/ W�--GROUT C.M.U. 0 W OD z L r Z� '=D Ln -4 _# I #5 REBAR AT BOTTOM 0 0 LI F LINTEL CAVITY 10 0 '-- BOTTOM REINFORCING 7-5/81, k PROVIDED IN LINTEL ACTIUM ' (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8FI6-IB/IT NOMINAL WIDTH �QUANTrTY OF #5 NOMINAL HEIGHT REBAR AT TOP C14 04 C) C" C) 00 W 0 w z V) LO 'w-, E > CD o *i-- �0 U 0 CO gi CY) 04 C'i U a cc") 70 C: E 0 :D 2 -9 0- 75 LL 0 < < U LL] (cx:)) E; C) I-- CL -0 W W W LLi W 0 W W -j W 2 �- 0 W -j wg�ezw z WO < 2 < < C/) 0 W LL u 0 '0 -j 0 V) -j P < D Cy 20 zo 0' 0 z 2 0 R 0 0 M z z Z' 00 U) 0 z U)WM�V5zWWWV5WCr<O 0 Z�eo�-zLLOWUW W J R � < rl)-MW62� -j (L z W z EL LL < ow OW < 0 < z g < ILL LL C) C) z (N W D > U) 0 (0 (y) CY) U) LO U) U) U-- 151 z < W < LO F- W cy) W V1- 00 < < Z z W W Q C) A (0 04 014 C� C:) 1 001 1 1 1 1 W M C) C) 0 C) 0 0 C) C� 0 C� C) "I a "I M 9 U') - W 9 Ice) T- C) C? C) V- 0 C) 6 0 C-0 a 0 Lo 4) > C:) C) C� 0 In C) 4 C) U-) 0 C0 C) r-- I 0- CO Z Z z !2 C) W Uj rn 5: 0 F- Z) 0 0 < 0 0 W W a. 2: LU < z W qr� F- M 0:2 �- M: z 0 LU Z 00 W 0 Z W (Y) CL Z Z LL 04 w r-4 0 < �- :5 � z < C) U) W D) z IF- z z M: < 0 z 0I 0 0 0 11. F- CO 1< z Sil z z Lq W LASTPLOTDATE > Apr. 13, 22 z 0 STRUCUTRAL j I DETAILS B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (01#5L (I) #5U (1)#5L (l)#5U (0) #5L (1) #5U (1) *5L (2) #5U DETAIL'A' DETAIL'B' DETAIL'C' (1) #5L (1) #5U DETAIL'D' DETAIL'B'&'C' 2'- 19' 11-61 PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 3'-6' 2-2" PRECAST (2) D4.5 WIRE 2912 5318 5318 5114_ 5114 4'-U' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6' 3�-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-9' 3'-*' PRECAST (2) D4.5 WIRE (2) No. 3 14&) 2654 2654 2574 2574 5'-4!' 4-U' PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5- 1 (r 4'-6' PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'-6" 5�4' PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 7-6" &-71 PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7-9' 64' PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8'-U' 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4!' 7-9' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 too] 979 988 9-4' 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 101-61 9�-71 PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11 -IV, 1 01-al PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-U' 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 174' 111-21 PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 17-9' PRECAST (2) No. 3 (2) No. 5 287 525 525____ 337 525 14'-U' 12'-9' PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-9' 13'-W' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 1 522 522 360 499 (2) No. 4 15!-4!' 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-Y' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 279' 20'-S' PRESTRESSED (2) No. 3 (2) 7116 strand + 203 I 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'4' L- 22'-9' I PRESTRESSED 1 1 (2) No. 3 (2) No. 5 N.R.. 164 164 124 179 N.R.- NOT RECOMMENDED d. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR T 5 - SOLID LINTEL r LOWER 1I.T11 AVITY [8xl 6-P-1 L/I U] NOMINALWIDTJ j LQt.JA1TIr1O1#11A1 NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (01#51. (1)#5U (0)#5L (1)#5U (11#5L (l)#5U (1)#5L (2)#5U DETAILW DETAIL'J' (11#5L (1)#5U DETAIL'H'&'J' DETAILK 2'-l(r l'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 7-7 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-Cr 2'-&' PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 10000 10000 4'-6" 31�71 PRECAST (2) D4.5 WIRE (21 No. 3 7207 10000 9863 10000 4-T X-f PRECAST (2) D4.5 WIRE_ (2) No. 3 6614 10000 9053 10000 54" 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 5�- 1 (Y' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-C 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 7-6- 6-7' PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7*-T 6'-N' PRECAST (2) D4.5 WIRE (2) No. 4 3071 307 1 2916 3049 8'-T 6-9- PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 914n S,-011 PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 1 0�41 7-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11 �-N, 101-91 PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 12'-T 101-9, PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 17-C IV -Z . 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'-q 12'-T PRECAST (2) No. 3 (2) No. 5 1149 1149 1 760 1149 14'-F 13'-N' PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 (2) No. 4 17'-4" 16-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 174" 18'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 (2) 7116 strand + 2 1'4' 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 (2) No. 5 27-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-T 27-8` 1 PRESTRESSED (2) No. 3 1 (2) No. 5 642 642 306 599 I I 111�illl z - 41-i Z�' Ab.� DETAIL "H" DETAIL "I" DETAIL "K!' TYPE DESIGNATION PLAIN LINTEL/ QUANTITY OF #5 BAR AT -1 r ER LINTIL CAVITY 5 SOLID LINTEL I [8x16-P-1L/1Uj 1I..INALWIDIJ LQ,,NTFrYOF.1BARAT NOMINAL HEIGHT LIPPER LINT11 CAVITY I CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 11) u (0) L SOLID #5 (1) U (0) L #5 111 U (1) L SOLID #5 (2) (1) DETAIL'DF DETAIL'DF DETAIL'DE &'DP DETAIL'DG' 3-9' 2-W, 2'-C' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-C' 7-91 2�4' PRECAST [2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-Z' 2-ICY, 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4' 3-C' 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4�-8' 3!-N' 3-a' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-9, 4'-4' 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 20155 2085 6-6' 5*4' 5-17' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-9' 6-4" 61-01 PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 r9T. 8--a' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 1 686 903 TYPE DESIGNATION P - PLAIN LINTEU QUANTITYOF# BARAT S - SOLID LINTEL LOWER INTEL CAVITY [8x1&P-1L/1U] L NOMINAL WIDTHJ NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY DErAIL "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 (0)#5L (1)#5U (1) #5L (1) #5U (1) #5L (2) #5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'- 10" F-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-4- 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-a' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4�-611 3'-2" PRECAST (2) D4.5 WIRE [2) No. 3 5104 5671 6345 6345 4'--8" 3'-4" PRECAST (2) D4.5 WIRE 12) No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 121 No. 3 3428 3727 4091 4091 5- 1 Y' 4�-&' PRECAST (2) D4.5 WIRE 121 No. 3 2787 1 3088 3369 3369 6-6' 5-2" PRECAST (2) D4.5 W IRE (2) No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-&' PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" 7-10" PRECAST (2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 74" 81-91 PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 110-4- 91-71 PRECAST (2) D4.5 WIRE [2) No. 4 1186 1186 1014 1251 1 I'-f 1 01-ul PRECAST J2) No. 3 121 No. 5 1074 1074 854 1121 12'-0" 101-81, PRECAST (2) No. 3 [2) No. 5 992 992 751 1035 12-4- 1 V-2" PRECAST (2) No. 3 f2l No. 5 937 937 685 978 1 13'-,V' 12'-0" PRECAST [2) No. 3 [2) No. 5 859 859 591 896 14'-U' 12'-8" PRECAST (2) No. 3 (2) No. 5 804 1 804 529 838 14'-&' 134' PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 154' 14'-U' PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 174' 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'4' 18'--U' PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-9' 18'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 2 1'4' 20'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-U' 20'-S' PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-U' 22'-g' PRESTRESSED 1 (2) No. 3 1 1 (2) No. 5 399 399 1 217 412 1 1 -.0 DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5 - SOLID LINTEL -i r ICWIR LIWEL.AVITY [8x16-P-1L/1U] NOMINALWIDTHJ NOMI LIWA1111111111AR NAL HEIGHT UPPER LINTEL CAVIFY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U I) #5L (1)#5U (0) #51- (1) #5U (1) #5L (2) #5U DETAILV DETAIL'M' (1) #5L (1) #5U DETAIL'N' DETAIL'12 &'M' 2'- 19' V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-U' 2--8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 1 OODO 10000 4'-6" Y-2" (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-8" 3-4- -PRECAST PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 1 OODO 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2 No. 3 6261 10000 8605 10000 5- 1 (Y' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7DO7 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-U' 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2) No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 237 1_ 11 141 101-011 PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 17-9' 101-91 PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 174' 111-71 PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 17-17' PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 IN-Y' 17-9' PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-9' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2 No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-U' 18'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 2 I'-N' 20'-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-U' 20*-8" PRESTRESSED 1 (2) No. 3 (2) 7116 strand + 850 850 471 923 (2) No. 5 1 (2) 7116 strand + 24'-U' 22'-9' PRESTRESSED 1 (2) No. 3 1 (2) No. 5 740 1 740 393 1 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P PLAIN LINTEU QUANTITYOF 5BARAT S :SOUD LINTEL I I LOWER LINTELICAVITY [8x16-P-1L/1U] N..I.ALWIDTJ L .1UANTffY .111 BAR AT NOMINAL HEIGHT Up " LINTEL CAVITY I 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 GRAVIT GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5(])U(0)L #5 ( T )U (0) L LAD SOLID #5(1)U(I)L SOLID #5 (1) U (0) L #501UML SOLID #5 (2) U (1) L E H'y DETAIL'DH' , D 'L DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' &-6' 2�4' 2--g- PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 1 10000 10000 4'-U' 2-9' 2'-f PRECAST (2) D4.5 WIRE (2) No. 3 4511 1 ODOO 9686 10000 4'-Z' 2�19' 7-61 PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 N-C 3-0' 2-91 PRECAST (2) D4.5 WIRE (2) No. 3 3647 1 9133 7835 8173 N-15' 3'4' 3-9' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-ff' N-4" 4'-9' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3a39 6-6' 5�4' 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1 2292 1 2292 1918 2121 81-91 PRECAST (2) D4.5 WIRE (2) No. 4 1 1563 1 1563 1 1113 1455 DETAIL "DH" DETAIL "W" DETAIL "DIC TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 f-WERLI.T1L.AV_ [8x I 6-P- I L/ 1 U] NOMINALWIDTHJ j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF B" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SEC71ON 2104.1 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) `F kuL'D 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN co 7/37'STIRRUPS AT N-g'cc 00 00 T P� E Z�� - (TIED OR WELDED) -i Ln r, Ln BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - N' 3. STANDARD FOR REINF, STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL 2" 7 2" 00 00 Ln 1.2 r4 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/3Z'STIRRUPS AT 4'-U'cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4!' 3. STANDARD FOR REINF. STEEL - ASTM A615 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 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 (])#5U (1)#5L jI)#5U (0) #5L (1) #5U (1) #5L (2) #5U DETAIL'O' DETAIL'P' (1)#4L (])#5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-U' 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 41-813 3 1_41T PRECAST (2) D4.5 WIRE 12) No. 3 10000 10000 10000 10000 -54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5- 19' 4'-6 IT PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-6" 6-2" PRECAST (2) D4.5 WIRE [2) No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 6-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 81411 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 81-01, PRECAST (2) 54.5 WIRE (2) No. 4 3865 3838 3010 3973 I oi�6i 91-71 PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'4' 101-91 PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-Y' 101-91 PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-N' 17-17' PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-0" 12'-8. PRECAST No. (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 154" 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) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-U' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-7' PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-U' 20'-8'* PRESTRESSED (2) No.3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 stand + F24--al 22'-8" 1 PRESTRESSED (2) No. 3 (2) No. 5 898 898 1 481 947 So; DETAIL "0" DETA TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT 5 - SOLID LINTEL -11 11? LINTEL CAVII [8xl 6-P-1 L/I U] NOMINALWIDTHJJ L QUANTITY OF #5 BAR AT NOMINAL HErH UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) LI (1) L SOLID #5 (2) U (1) L DETAIL'DU DETAI1'DM' DETAIL'DL'&'DM' DETAIL'DN' 3'-8" 2'-4' 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 h565 10000 1 10000 10000 4'-C' 7-8" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-Z' 2'- 1 (Y' 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 44' 3-0' 2'-9' PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-e' 3'-4' 31-91 PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-9' 4'A" 4'-a' PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8' 5-4' 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-&' 6-4' 6-a' PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-91 8-4' 81-al PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2D36 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 PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 24' 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2-4- PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 7-19' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE 1 (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-47 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 1 5'-8" 4'4' N-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-4' 51-N, 1 51-01, PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 C-C 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 �7-8" d 8'-N' I N-Y' PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'rx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIF SAFE LOAD 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'DO' DETAIL'DP* DETAIL'DO'&'DP' DErA]L'DQ' 3'-9' 24" 2'-G' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-G' 2'-6" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 1 OODO 10000 4'-Z' 2'- 19' 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 1 DOOO N-V 3'-C' 7-9- PRECAST (21 D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-9' 3'-4" 3'-C' PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 ;00D0 51-91 4-4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 1 ODDO 6-6' 5-4" 5'-U' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6-4' 6-9' 1 PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-81, 81-41 8�-G' 1 PRECAST (2) D4.5 WIRE (2) 1`,10. 4 1552 2996 1183 2844 TYPE DESIGNATION [8xI6-P-IL/IU1 L DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" 1 TYPE DESIGNATION -1 r*ffdvaw [8x16-P-IL/IUj L TYPE DESIGNATION P-PLAINLINTEU -1 rQ1AN111YO1 *5 BAR AT S -SOLID LINTEL LOWER UNTEL CAVITY [8x I 6-P- I L/ 1 IJI NOMINAL WIDTHJ L QUANTITY 'OF #5 BAR AT NO,MII4AL HEIGHT UPPER LINTEL CAVITY I J U N I I 202Z V- IRTUAL REVIEW ASSIST 'irtual Review Ass'i I cc. 'k.n,� --�v:ew completed an, ta cor-,oli with the 2021 7d htion b,,, beor,_� !r;ie Klahi SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"A91 PLAIN 811X91 SOLID 2'- 19' Precast 2082 9235 3'-6' Precast 1325 4624 4'-9' Precast 1041 3358 4'-6' Precast 858 2435 4-9' Precast 810 2459 5'-47 Precast 663 1940 5'- 19' Precast 583 1624 6'-6' Precast 486 1396 7'-6- Precast 403 1134 7'-9' Precast 392 1100 8'-91 Precast 363 1037 B'47 Precast 318 981 Y-47 Precast 222 772 10'-6" Precast 156 600 1 V-4" Precas 132 651 12'4' Precast 111 593 12'-6" Precast 98 544 I 3'-N' Precast 82 475 14�41 Precast 71 429 14-9' Prestressed N.R. 417 154' Prestressed N.R. 369 17-C Prestressed N.R. 257 1914, Prestressed N.R. 184 20'-U' Prestressed N.R. 167 21 �-N' Prestressed N.R. 138 22'-U' Prestressed N.R. 127 24'-U' Prestressed N.R. too N.R. = Not Recommended C4 �7 C14 C) CO j LO 00 LO W 0 W z (A 4)a) LO rL*,- E > 0- 0 �0 C? u co 4i CO V) 4- E c: 0 u 0 0 U 0 0) -0 < U a) < U) U Eli C):;� cOE "M C:) .0) 0 4 W w Cr W 0 Lj W F- LU 0) W 0 0 L- W F- LU F0 :�C W zW z < �e R -1 0 W LL (.) 0 0 0 CO W LL D F- F- 0 0 Z) z E LL - z 2 -, i- OCI)W 0-OW00cozz 0 111-11 =) 0 U) 0 0 z COWELL1.1-- - CL > W LLI -W P (D LL It < 0 ,<OE�gzzzowuca -i -W IL 0 2 LL < M F- W 6 0 W F- Z < 0 X Z) 0 LL < 0 F<- < 0 04 W 0 W > cf) C:) (0 z 0 F-7 (y) C) < U) (y) I**- u') W -i LL u) z < W F- W cy) Z F- z W 0 A (0 CN CN C:) C14 CN C) approved FBC 7th PX2300 C) c6 (0 V- CO - CD CN C) CN C:) CN CN Cq CD CD CN 0 N C:) CN C) N 0 N 0 N 0) C� ob 9 L6 -1 ob 9 A -1 C� 6 C? CN qt C) - C) M 0 a c) - C) W C) 0 Lr) 0 > C) 0 04 C) cf) CD C:) ul) C) co CD I CO u) Z Z Z 0 C) WW W 55 5; 0 F- 0 0 Of W a- X < W F- Z W F- ::) W < moz F- M: Z 0 W Z 00 < W 0 2zw Z Z ILL 04 w r-4 o < < F- �Mz 2 < 0 W U) SQ z z z M < 0 z F- 0 0 q- 00 1z z S1 2 z ELI -j C14 C14 W C) C14 LAST PLOTDATE >CN . . Apr. 13, 22 z4-0111 0 STRUCTURAL j DETAILS B (LEFT) NE: k4ouriting Rracketsl q Gauge I- +1 Q'x 4-1.*2'x 2-1 � Back Cross Support I May ho r io in tial) Sm Right Siracket (16 Ciak�qt-) Boits 1 l2" Na. A 3 2 S G&IVL ITYP) L Screws AX 0 1* SOt (UrT) jvvir,itl in (trint) watha" front Cross Support SM-Lockinc Nuts (Mdy be LU I LO W' Left Brad(eit 16 Wuge)l 14 5elf-DrIllng Screwins, Tbfu Bratketi �Rack Orns SLP00ft Intc, A/C Ljnrt Wtom Siciie ITypicial: 3 c.ich sidc for h"ricane ise) 14lu 2isi.JL�nhn it pnLt! RA" scal 0"Whov avAdthle, alluded "W'sa fm WA liptilyI F1.021122412 I'm Adinnabon T!02n smarl Vert P, Muds. M. Casellear. 'Strocur a] Ccnipc�rns SualbCatepci ProdI introduced a� a R#wF of N- Tachn. Y C RIF- Lidildri florida INA sdd hearabor-plarria I!= I Mod.: #1540 510 2 Sr"1Z mocall 05401j, I 3 smadvord M00,111154'),52) 4 5me"Vent $ADM, 91540-WI, ar-'r,"it Model 01540-524 3nadvift! Wdr, NIS40,514 "Mai xnm mwmdoum R*Aixon 2020 Drexel Matills Irld cakxhgorv� Homo 3doCivio0aril. Me W R00IIA2 Combove Moth: Bobatim Regain 'To. a prones'lona ffiner", fieuKLAUUM= :=11lumber as shme fing Sinsion, Florida Departrilort of Business & Professional Regulation Builidng Codes and Standards Product Approval Application Dat" im tr5ft a "t Quill to c,lim liftim ememmu AQK gum "Oesel Gmdh�. Hermelif hlweroF -.1s. 5-d- P E i- :"X�020 12!�AV,4N, (1577� 441 4a 30 PE437M 0-4)?4xi-,hor; inibasniartxera coil D.. F- � Fl� . id VnU 0- kl.-A Nad traidlurn Ft-d aid Wntl wSonVent ns,"WdFlocav�l 161tcaud; C-g. 0- Flood Vint Vuld "I 113"babod Flood VenO 14 5414-1 G.." 0- Fadd Visit 12CAnQ23 Y- NA .100�100 Izalrc*i Yet Y. WA OCC11V I Q Yea Y*S WA QQ I I "I", i .:,023 023 l4a; "cop 00 2alrC23 Y. Y 5 WA WA 20 121123 Yom Year NIA .1CWX 12=2023 V. Y. N IA �A Fictida Department of Business & PiroWslonal Reguation Budding Codes and Staridafft Product Approval Application Detail P.P I e I IrAado 20 VAII adiffaft poll 1-2 SLAKiftd EW.AMLMML dummw son jisoldr, lharmur Za"Aary R poest Locke Ba,61IW, PX ofinwZ1112o 08410`2021) 01ing"V70 t-i 3r2oze Appioued '302, 3 131, RE-11c,21 pikumetartga-mill - Qt$WVAOVXWP Allorllnoxll Or I�ft ADKW*df4WVW impul Dtlimh Product Dahatmillon Ill Whiz 9ZOLthm BMLVU Disc IODNS DMC 15D&S, DMC 1755, OMC 2009, 1V31qD25 No WA -01-150 C1111I 5V Florida Deparlinent of Business& Professional Regulai P.7 2 04 Building Codes and Stardards Product Approval Application Detail PLA284IB4tg 91111111 2= ROLLO= 21111, im vers"Or mankom & I-Rdenp-e '10211103104 n1lowed Scipall a RtC AppFQ,asI Apprp SUNUY Rawaxori 2020 Thisirmira-TTu Ccwparallon Share Jaiadmiou, Lyn" F Sch-mmit P E Ryan J Kma P E 0411 S-102-i 12rZI 0020 04f-2)2' .121 0&G3r2a21 Apli Category Exterior Doom (.Mn aull-I`S28 FE-4-1401) (61 lil Subcategory S"Ingrigi Extend, Door Assinnialien; 40 r1oroplance, Mersod: EIAaffion Report fr.' Florida Fieg.allared Aichlact at a Uenuell Flar! Prollasaromll Flilmoinir FL*1204"S Products 2k=L%&=q& Al2"ovbdf"U" lmoa!'a P-ditrar r1waawbodfid. f'_r%xnx&, Ex"gLAW 14V142 y1wasolis NVA7 aculdili and Smooth _Star hanicialftil Opalq�o C�Cv_v_, .41 Vies Yes iVA C..ptnuti E:12, rizangf- S"91. Lk-, X confiqualson) T0lhnWTru F"T,Claiwic And St��.Sur NOMM24 590311 34uot!1VjCt&qJK`1. opjq.c I ?rl h4l �as Via +A Composite Edge Fitoergla�r, Single -Door w4h SkJol XQ 0XIOT ONO -,4si.ruI..i c. rherrna,Tru P,bv,-0asw, and SmcxF*SW Cpaque 121,31=2 Yen Yes NIA Zmporrte Edge F;baxrgl� Double Dour Min 0; "thout 1--aielites Xx nha-xI) 4 d Nom-al 80-V.0 lquatI-iractsida� OI-que 12n I M-22 Yea Y" ti Composithe Fdgo F�Iaxrqlaau; Seigle Door linswangrOutisaing A conliouratiors) -Sw, 'j.m-a 8&ww,.Q &I-v-p-dissroat C*-4- Y_ 1 Composite Edge F-1teirplass Single Door vre Sidialunf,a) Xr, OX - 0X0 coalligurid"s) f r twhia-7ru Rbax-Clasnal: and Smocnii-StaT Nominal 8&,039,0 "l mpact&owt Opaque Yes Yes j:. Coanpot-Fts Enige Fiberglass Double Door wth or widiout Sideirsas jIna,e,rWQ%r1sswng: KY. o, GXX0 �hgsnb_) 7 F,ber-CAasw, and Sr-�At -,SW Nommal 6"W 8 111 rnp`9ct&q_* j - -v ea Hilo Yee Yes Coarposto Edge F-. barglaw Single Dole, (I jOullai X config,rati 8 N=ral 159113S),-8 &4UHM ftrpa�Mqisddt, CVlC 12111 P20M No Yes WA Compowle Edge P, berglas,s Single Door -nh SaW se(s) Ormrx rigiOuhs. rig X0 OX or (1XO configurarsoms) 9 1 Theima-Tru, F.ber-,;ata4 and Smocith-Slof Nominal %03v8 &qVoi rqpax;AqixK Glazed 1 2f. 1 r4 Yes Yes f�, A Composim, Edge F�tdxrglasq Double Doo, -#, a, .dhb.tS,deIrtft0nlVfflr%9IOubs--t1 )O(CrOX90 confligurabori 10 1 rherma."hw Floof-Classix; and Sirrawth-Stal NcarinaIM43!ik0 l64vGtih1dQG2,a-t 041110 120 1, (2=1 Y" yes, WA C.ornpoisix, Edge Fiberglass S,,I. Door I I iL T."invi-Tru Flbar�Clasaio and Smorilt-StAr Nominal 8&OV 0 Lquatinioatt&mlot QdoAd I �f3 1 r2t2:2 Y_ Yes, WA Cornposte Edge riberiplauss SkVle Door Well Scloille(s) 011soing/Obasrog, X0 aX or ONO conhaunationis) 12 L rherma-Tru F.W-0.114so and sr"looth-Star National 99#39:0 &qUln� TibildiLqUilt GiOlped 1.93112OZ2 No yes; Yea NIA Corric I Edge idibinglass Double Door with of 'othout Stiliarters OXXO configwationsi) i1x m Thramnia-Tru Fibvir-Clia"k and Smsualli Nominal 6*, 8 lsquat;i nuiI.Aquart, (31aizied Mald" I ZQ!, 1 f20-11 yara Yee NA Opeq Compoento Edge Fib"ismix Single Door 14 Nominal 6&039 8 &qtW,:i-v-"&qoot Giazexl W141" I 2�13 1 =1 as yes �!A Qpen compoerte Edge Fiberglass 5-ngle Door with Gla:ed Wlded Open SideRes(s) XD, OX ox QXQ conoigub.,T) it o, Thermaii-7w Ftber-Clomald and Sritsdth-StW NomeaI89439 a &aLtatinnoseaquot Gazed Mkildled I 2rS', 129-22 yes lea V11 Open Composite Edge Fiberglass Double Doug Wah cx ,thftt Gaited Weed Odd --detnes XXw 0�= cowo-ralb-) 18 p The-7- Rbe,-0.sxo� and No -in., R&A39fi &q-* hPadkqt ovaque, Y- IVA Cornpoems Edgir Pbasigiiins Single Door with Wolded open Sandiretw v XO, OX or OXO configurstonih 17 q Tha11hru riber-Oassit, and SmoutI,, �dsw Nomirull e6siv a ild-%i 11V..dI opq.. Zo 1 t-IM Y.. Y_ rtl� composte Edge Fqlaeriplass Do" Door wth or vixth"Glived illIolded Open Sidelnes pngwrlg�oet"*V, XX or OXXO conisgurabors) Florida Departrivirit of Busifixiss & Fifigfossionall RegLiladw Building codes and Standards Product Approval Application Detail Pap, e. 1*2021 vaoadtd IN Vaildided altekw lied; saus Red- 2020 Isr.1hindijahrive jent MI-ii-bacle V-40 cli Milxni-Dedli i VAL 1IMSM20 I V1,1=10 C-q..r r�_ Do- 4as-olao $.IrCa*gtiy� Sildtiz Exterade Door Asainibl- coarph- awkd� C.Mb. Marx . Listog on, FLOM am ProaLmn QuAlly A144rmw Agmakilff2ft Awrow" for u" Impact fill" 261111111111 R.WearA ift hadia. OIAILK.W-d= MIASLOufid= 9 70(L..,;I. Mealk, hip.d) WY, aidog Go- 0- 0414,rQ021 Y. KIA March 15, 2022 W; I Nwk*�W�� � As required tory Florida Statute 553.842 and Florida Administrative Code 915-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a =441111137m;M. am Manufacturer ;f Product Description proval Number( 'A Test Pressures P S) 1jM*7._M 'I. EXTERIOR DOORS SWINGING -Class c an Sm ooth-Star (NON4MPACT) # +67�0! 67.0 psf and Smicloth-Star(RAPACT) as. +67.01-67.0 psiaarNMEM Therm a7ru T 1, Fiber -Classic and Sm ocith-Z'3tar (IMPACI) EMU# I + �O/-80�0 P-st iin 1 P&I i :B. SLIDING Ml Windows and Doors Series 420 _W1 __�t8o r- 11 +40 Of F Ll 5332.1 - FL! 5332.5 -40.0 psf -AK11PZ# ZA Sedes 5570 lNOA 21-0205.03 +38.7/ 38.7 psf IMMIL- Wayne-Dalton - - --------- Series 8000.81 00s 8200 #1105 =7) + 31,0/-35.0 psf aaaRV-*11i _���Wayne-Dalton Series 600011810018200 #1123 (16X7) *3 W e-Dalton It'Serilies ay n 800018 1 00i 8200 #1124 11 GX7) +34.4/-3U D. METAL LOUVERED DRS Curries DIM'sion of AADG, Inc 1:1111* F. wmg tj U Z NIA (see inst s :2. WINDOWS i I lk SINGLEHU.NG________ M I Windows and Doors ` 9. IFL1749 2 1=7!M. ill"VIMEF -in MCI Series 5500 101111M ,iB. HORIZONTAL SLIDER MI Windows and Doors # MI Windows and Doors _,Mrml; IFF-L! 5349.1 +60.olr-6o.6pi_f_,'W-Q%T#7M I-Sedes 5520 D. MULLION MI Windows and Doors 9sedes 5764 En tSeiries 5i500 1FL261A 1 ISM mo F-Mil'Y James Hardie Building Prod- Cemplank Lap Siding and -HardlePlank 'Lap Siding F Ll 3192� 1 - FLI 3192,2 B. SOFFITS f fia __1 tSolid and Vented Vinyl Soffit IFL15272.1 -FL152712 +75.01-75.0 pisfIMMUMM E Aluminum, Inc. ISolid and Vented Aluminum SoMt !�FL16544 R5 +54.2/-54.2 psfassol i4. ROOFING PRODUCTS ',A. ASPHAL H1 IB. UNDERLAYMENTS ITamko (for Shingle Roof]i i� 151b Felt Underlayment I F L! 2328 �iPlyglass USA. Inc. (1br Ille Roof) POLYSTICK 7`U MAX IFL5259 [�=;Jlorclll AMT13,213 NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents 1711-16918.1 - FL16918�4 'Flohda Metal Products. Inc 'Vent RV10 F L21 580.3 5®rcilimm Lomanco, Inc IDA-4 Exahust Vent [FL17202.1 +97.51-V.55 sf-7EPMEM ;E. ROOFING 11LES a. oil# FL7849.27 - FL7849.28 N/A piftl Boral Tile 'Saxony 900 13 FF7 T, M- SWIM 1,F. METAL ROOF iiii(Drexiel Metals. Inc. 10MC 10ONS, DN1C 15OSS. DMC 175S. DMC 1200S. DIVIC 5V F Ll 7679.1 'A. STORM PANELS Protection Products mel Storm Panels Galvanized Ste BREW �All Amedcan Shutters & Glass 'Galvanized Steel Storm Panels ,6. STRUCTURAL COMPONENTS !A. WOOD CONNECTORS1 Structural Conn - chart ANCHORS Simpson Strong -Tie it lial! ITW Building Components !Alpine Truss Plates F L1 9991 - FL1999.4 5 PA KI W. i*YZ !MiTek Industries. Inc. ITruss Plates IiFL2197A - FL2197,5 =W1, MIN g[ClIn Weyerhaeuser Cast -Crete Corp. lRim Board, LVL1. PSL. LSL I'High Strength Concrete Lintels 1!FL6527.1 -FL652 Commercial Concrete Products, IncHigh Strength Concrete Lintels lawArk IF PERRI _J The products listed below did not dern onstrate product approval at plan review. I understand that at the time of inspection of these products, the following inforrn ation musit be available to the inspector on the jobsite�, 1) copy of the product approval, 2) WSW \/V\ JUN 1 1 2022 VIRTUAL HEV11W ASSIST Review Assist, Inc. ,,lirtua1f I Review completed and ap ed t I o.- complianc.- with the 2020 FBC 7th !Edition by Debra Anne Klahr PX2300 Q) r__ Floi X-partment of Business & Professional Regulation Page I or 3 (f) Q) Z-) Budding Codes and &1andarda I IYJ2*22 (3) 0 Product Approval Applk4dion Detail _0 0 0 Date pimiralinit um -0 119t Versk; Manufacture G* Eninimperd,Ucanu villidlited by vargated 3ubMftd FBG Approviall Aarovard Rewsioo W Tlierroa-Tib Co.poratcli Ssew �xalsohhtwn Lyndon F --*not PZ Rlram J Krig P E, rd 7 C Y2= 07,12Q020 07r2l%?M lcima`= Adiwovecl c"Vxsrr, 0,te,w D SubOM941y. Srg F_�KterIcw D�.Asate leQC)) 843-76-T PF-4340- (0,3) 75-5wis N rri complance Madiod: E,,tiluation Report ftom a Q) r�cfkda Registered Aronete4cl or a Liciamsed Ftiolda Proiessionai ringiftear 0 FLIMMAlemu 0 - 5_ _0 j3: S-0 or Name proallattDomenodw co;*-Z Expirsider; assi, In HVHZ Outude-HYM Resmaisrat Firrininsum f__ LD LL I !j=b_d*1,,Numb@r Tr. tosi *nd limouth Aw op"We 121,3112022 Yes Via, Y" 14A 0 . -4--j Composat Ede. Fiberglass, eiriglis Cow ICU C;) > 2 b Matare-T. F-ber-Clou and Smooth-Sidar (I X I Nominal 60ligh 15 $qux%r)mpart&qum Opaquxi, 12t3irAw Y" Yet- IVA U) FZ 0 Composite Edue;;Ibelkillaos Single Does -th Yes 3 c Thor n-Tru IdibarZialeall. and SnloolfhSitar Nornhal adisior;ahimalikiluot Cipaquis i2t3liTA22 Yea Yes Yea !E _0 Fit C�braddrxa Elg -IIass Dsu 11. D. .11, or co .._, ."ad.: �jloutsrhq� XX - 0Y_Xo 4 d Thearria.Trij imal Srrxloltl�Star 1 V3 10022 yes Yes Yea Kirk C,ampoNie Edge Filderglassis, titni Dom X conNorartion) 5 'rhocaul-T. and Sintooth-St., Nonninaltulas3fl0lactuartriduactillquot Opliclot, l2f3lQ= was Yale, Y" IJA Campatite, Edge Fitanglairs Single DW wft Sidolosig Invurnigoinswila XO, OX or OX0 6 1. Thenno-Tru FildIF-riatiak and Smooth,5Ur t4omailt wonso acicksLin"dillanot Opaqw 12j3laon Yeast Yea yes 111(ill Fitdlfol�ihsa Double Dow Wth a, YX.i,t)XX6 7 Themina-T. and Smxocrxrh�Shar Namnal eLallea 3qopLompactiLqual GI02aid i2f3lr2m yes Yea said WA, Comoclafte Love FiVeallises Single Dow (Im%,mpgKXaawrs;� X wrft�,iracim a h ThemmaJru Flow Classic and Sirrojoili -Slar, Nominal W39, 5 Giaved I Zr3l Yem yes, Ym WA Compolistis Edge Fiberglass Sinak, Daur wih disolvils) OX of OXO obiligulanons) Tnorrs-1w Fbor-Ciassc and Sfrx:xLAhSuu, Nominal ftl 8 "impaoAquot Glazed 12rol/2722 Yens Y'm Yes, WA �iftb put Sichaillm vialvangfOustaoFrig, XX or 0XX0 configunaltionell Therms-Tro Fbof-CWWc and Smoolh-Star Namlinal O&WO &Qvot; ampactlaguorL Glazed 1 Z431 =1 2 Yes yes yet WA Composite Edge Fiberglass Single Dw (Insauingfourisaxing� X on"tion) k Thorna-Tru FildwZhinscic and Smooth -Stag Nominal U#391�O illaluot impad&quart, Glazed 12r" Yam Yea Y" WA Composite Edge F"lass Single Doc, oun )10. OX or QXO 12 I� TharmideT,u Foar�Coiaiu and Smocitt,31sur Nominail ftilWQ Sclucklmpact%qwat Qlazed I n L2022 Y yes, Y" WA Compastle Edge Fiberglass Double Coor vorth or vixtrout Socialites (IrissivingilOullowng. X� or 0)OeD confiludinon,a) 13 na rnerrina-1,u and siniciatilhoitair I ZQ1 QUZ2 Yes Vrea Yea WA C�omposdla Edge Fitarigialas Single Door X0. OX of OXO 14 n Irsararns-Tru F.barrZiasido -6 Srrxdoth�S4a, Nom-61 611ims 11ALsoth Irnisdact9clocit, Opaques, IM11=2 yes Yet ym WA C-c OXK0c,cnfigunFvofij I a Thasame- w Fiber-l-,losesc and Simooth-Star Norrunial 88,41[39.0 ileixat trTtlauctillQuat Opecale 12,731rz= Yale Ym YM WA Umposistar Edge Fibiagtam Singo Door *utth G-Jel"s) (1-ax"WOUt": XO_ OX w OXo obrilie usations) I e p Thennia-TIu, Isber-r-lormix: and &rxisilli-Star Nomanall 99M 0 Opaque lV31r2m ye, Yea, Yes; NfA� Composite Edge Foiniglass Doublar Docir with OXXV 17 q Tiearna T. Fb-Cia-1c ssra Smooth -St., Opaq- 1 Z31 =22 Y_ Yam hu. WA Composite Edge Fiberglass, ¬e Door amaxwriGPOlubm". X conligurallon) 13 r Thormai and SaKoffi-Star Claque Zmpbdst� Edge ribeIrglass Single- Door wth I:J31 121322 Yn Year NO WA S'dialte(s) XG� OX or OXO s, Tiserma-Tru Fto -0asex, and Snoxxoth, Still Non"rhal "#*. a ", Non -1 mixactilquot, Opaque 1 Z131 Q= Yes No NfA C,emposte, Edge FnIperglats Double Door vuth a- %ithout Sidiallites XX or OXXO _raab) 20 t sure Nomnai 8W*.0 8uuot:Nori-ImpKt%L)m Opaque I M I QTU Yes WA Compataft Edge Fiberglass %no* Door I carfiguitt-) Th----,. F�bCL.. d S.-th-St., N.m..i 0&*3FkV aq� N-I rnpack!li Op.q.. 1201 r2= Yet Y_ No hwAl Cambodia Edge Door wtri 3-delters) doxilangtouteaorilg AO� OX or OXQ Mil r, Thwme -TN Filder-arimc a"d Srincloth-Sthr Nom,sall �O aquathion Invocift-1; opial i2rji= Y_ Yea NO IVA Edge Fiberpte" Double Door With or without Sdelitaii XX or OXXO nfiguralinn%) n w Thernmi-TwIF,bes-Clisuic: and Smicum Star h1cminal ee8 &,quot;t4un- frImpactiliti G[w ed lV21= yes Yam No NVA Composite Edge FiWjIas9 S�Qle Door 24 Thihrrrda-T�, F;ber C larrussic and Shnoom�;haxr Nominal 0W3e8 Qla'scl I 1__1? 14=4 'Iroh, Yale rio WA Composite, Edge Rbasrqlass SNIO Dod, anth Gr>nfouratons) 26 YL Therma -7,� Fiper-CUswc ants Smoxlth-SL� NomIn.1 GI -sad 12i3ifl= Yes YM No WA thout Ile Rare, (Ininong) no, XX or QXAO corifigurwitorih) 2b Ttemisa-Try Fiw��ovut.md Nam net 8&X`39:0&quorNor�4nV*cis&dvoI; 1�,Iazeol lzr3l= Y.* yes Nb WA 17 za Tinown3 T,. Fow -Chmsw add Smooth-blar ornmal Glazoo Yes Yet KID WA Compost. Edge Ftamp-i; Sxrgle Do., �O Sdislii XO, OX 0. OXO ooril*guratans�,i 28 zb Nomir,ad 8&0%1�0 Squotju I.Twuliquot; Glwd 12J31 r2l= yeis Yc,, rk, WA =p n%Edga0F.1b@rgaao xx Doc, VAIN or = tho7 , S We. 9 9, XX crr OXXO configuradions; Horide Department of Business & Protessianal Reiguhathon Building Codes and Standards Product Appilovall AMIlleation Dated 02 c�m or 9M OW PMKWV Pat (:Dryad Enolnew A Lamina smialialind 1W submmod F3Q Acistrinda R__ 2020 041 "iddam and DWI 8, Fit sansper Ltus RW-40 L�$ Stes" M Ulrldh� Fl� 1041110,2070 10,06,20M lansinan Im5mm Approod ciatingow. Flaerw Docis kri7; 30,33od M-825i 4 �717) 3',74454 Subcategory, Suding Ellarriar Dos, ASSeirtbe S till"ing.e.hd-nom compliance 1114dioup F-011MIRIn Ripon Iroff) a F.43. L,-- FI.M F"ca-e-al Er,dah.or AMA ftelpff a lik ==UUNUM 99&MLany�,� Nataili PMEN2 031gau bkbft 292 AmIxtg!g 10 I SGO SE MES 420 ALUWN#j hil 931) OXO hin Yale No WA 2 Sr RIES 4X 04 LMNU U SGO AC RIE'c� 42a ALLIVIIN11.1 M IS= OX XO, XX IWIV2024 No XIA NCIN-RENFORCED 3 $ILRIES 4ZOALLFIaNum SGO Relai StRICS OVALUMUNUM &GU RE�WORCEO CXD T--'31(2024 set No NIA, 1E LjM*,-kARE ORCT-1 12"W2024 N'. M WA �ES42viktl*k X0 XXq�%q.,ax-,xrAq.A, 5EFR' FF 420ALLAPN4LJh4 5GO REJ11WWORCED �ER'IES 42b Awlxilit� M60DRERIFORCED),Y-K 12f3ilt2Q24 �4. Yes 1,ad NIA 1143mm'.9t4aud FWds Department of Suariesas & Prolossional Roguishori Page, a � Building Codes and Starchatcal 1AW2021 Product Approval Application Detail) Elam or all 20 Distafskadinn 9AM Yt= ROAamm 90319 EFAM#W 4 U2M Midland Ili YXIIIIIIIIIII iwmgmt LRL#AU" ARCUM 1111" 2DN Warre,oisicr'. dson .1 O'nsr-mild older D..r. kardih jchr, a 8-Wo Array P An-, P E tai oW2VXM ILIM020 12M64`N20 Awrousell Corporation WO) 7634121 P6511737 (904) 871,13200 Sulix4sagary! S40ohal GNtaxw Ow Asrampliet coarpliantablefli Ealusi- Report lrom. Flodde 11*916tenic! "'chikint ar a Licensed F largo Prolessiamal Enaimhf 2awLamium 10121auff-Y11 Allorcamidjortma WAR& 211111111 hunitor ot Malawi haducli Didictinum calarad ftwod Rn am ID UK "kid& Rtimm ensm 9U39 Max %W, iWWMax hasioit ali I ?13IM21 W Yes Yet -310-15 DO 11,441119,11 M O� iftilln"Oftil, lecher 10 50M41MMI1111Z 16M?. Max Width. 14"U Max board Olson; 1 No Yet Yes .3oVi-aUG .,ralbibe in tell c, Intermadob, tiedock. 11 443r"1040520DlInIZ4 16403 Max *,ill 146M hall heW. Glazing 12CU2023 No yes Yis -Z4 401-�Ii 30 "itabif in loo or wasamidatt eactim- Flodda Npartinent of Business & professional Regulation Past I of I Bisilding Codes and SW "clards I&MI Product Approval Application Detail Qeb DA 291 antIm" oat 211112 V-- conled beilardidded FacAus"ovell AmmumM Rana- 20M canift DVI%an of AADS ft Tern Rartirs UL LLC 7'ay Behop. P E lzoir= i W-11 120 2 0 Approxod cavagorn tAxinc(L)OWS sulacideado, EVeno 0" Caftn"Ithill Corriellarito, "02 Cort1readron Vat or Lailing Qlnirry Assurance Aberetaird W Use Ampronal fai AMIMK1 Dedial ml�0Number or "am Qgiw Examrstion DA, In HVIKE Quiradar RM Resistant OR- - - ,7, rs7, -� and 447 Saigna ard Part of Rd, Ii Lour-1.0 Wheat ams V.I. or 12010025 Yn Yes Nhh Dadra hob, mahal dfixcxs� Florida Department of Busiriess & Profewional Requidabon pahis, I of 2 Buddirsil Codes and aarldiards 15rAQ1 Peciduct Approval Application Olitall &saw 2XI. 20 loacs, pandim Rift im Version Saimirlsictureir Ceramic Engineer & Lipilinse Voidable Sir wailiddiald Separated FOCAganwa Approved Risser, INIX" MI ViIndows and Debra kriclican JrcilhiteolvIl Slew- , M brain PE il[A70202C I "'! 7 Appro'ed catexaQw. wr,6�3 t1lW64-5300 mai-fixturar.,M-ol- � 717) 317 Z454 subcAt,ovow. arshil� hung a%ungina.,xid com cmill0lianct Method: CAMeldson MOM or usaing Q-�Oft Assistance AlasnInniAlferti, Amryw for u" 1,Dw D&SIw, Nodii ilauratmit or wase In HWI Resistant 52Y77 FMIRlogs, Fm-.GJGG Single Hung I omr2(v 3 No Yet Find 160W Lismin as GI.. (D (D U) > 0 0_ CL L) :3 %_00 0 a) U) W SHEET NO. PA 1,,O� -;�—d (3) W CZ Florida Department of Business & Professional Regulation P.ga 6 . 9 Flods Department of Burarless & Prefessuoral Regulation Florida Dopertmorit of Business & Professional Regulation Par I Of, Florida Doperweary: at Bustriess & Professional RegulAon POP 1 & 2 > Building Codes and Standards I MZ 22 Building Cod" and Standarcs Bulking Codes and Standards Building Codas and Standards I&M21 C) Product Approval Application Dirtaill Product Approval Application Botail Product Approval Application Detail Product Approval Application Detail FL220404V (3) 0 2 2991 FAMIL91: 29K 291 v4ftpenalfw 21111 Enter Or jbil ats Dk, Peoulm Q*t pku 9XII, PIMMIC RK9 ;QA Relay 21a 2" Dole, Pmdm om —0 im Yersurail Martufalaw ref Contact Engineer a License Yakdabild By Vdidatffd Submitted JIRC Awrovial Approved fi1aAuS 111121 WAN ftnle#tartr aLuk"Lilkino vausl-%t VOIll lillialli Apenrysi AooQvtd unla Version "cimserA uceirso yes 301,141 & Validated Submitted M All"Yel ADM%�d varar— W—jerhuraver AMRMNM FRICA-minalt Aseinned San 4-1 (D R�iip- "'CM, Tir-ma-TruCcuporaboo she- J..P.—, Lyrdw F Sch rnidt P E Ryp �J Ki.9 RE 10;07r�Wl 090912vi 10113=1 12tl5m2l APPI-ed Affirmalkin 2020 PST ju� j- RO-.,h 0.14-0.d. MCO CEP KCim-Dd.6CC0 VAL i tF1--W11 1 1AX&X20 1V1 lrN2� Apr--j 213 Zn M1 W.- e'd [Iws R-Inftlnoff Amenain Arct mtcurw tle�n M Ulrich PE I(AISCO20 'Offla'2020 lanw=o APIP'"d R-- 2020 M1 "r,d- ." 04W. event $9 krear Ariaermn NiAstedinmel Sl- U Unh. PIF 1 1422=20 1 in WON 11106=220 Approod U) Category. Exteriot open. (800) l?43-7629 K 43" (813) 767 rU%5 SubC~rlr Swatting Exleerce, Door Asswerriblies ellaspersanCttiermatru co carestery ftr-. Nf.l,111 2W, catellonr:rvinua., --rei.- i-,17� 317,S4n4 Eategray Wr*POs 1717� 305-33X Manufacturer; Association IT) 31 Y-6434 Compliance Mc*od� Evaluadlar, RelpQrtfroma in subciteliani- 3'rigie H-g C-vl,- Mention C,tthlteb- h"ri iA,g ca, Soliciattlary H.1-ut �Aoirr C-V�Wce *VPO& park Ligkq Compliance Mirthad, Cdrilkation V.4. 00ing Fiords Rearstered Arohlact ore wicensed Florida n, 0 Protemicriat Erlgai� ?6&1114ti%f1 I Un 530"ll -laawch FLOM 5111"14 Products 4-- fL#ZMI-R7 Products 0 211IMMLAU90= 6911151ALMLY& A92MALMLAU IM= uum ousoft Assurarlso Approved 1, U,, A-,-W 1, use Impey [pension 4IPVH lit"Ilgarl pp"e Its-- Quality AwwTarl" dion am, fluxerowd W bet Amend Iar Use lmumi Ruistent Dinon amismASNAMM agotaguLtaLust AnialuLLOLUM PIO(kgt DMWW c4mKlL"aAlwvm# In Me Outow 4M imm 2NIM Rtokwal ftinseurt 0 LL a" $0 Product model, Number or Warne, Product D�rwon contract rXpiration ()are In 14VW outside yrVile R"tmnt p� 51115W I L.-q� Woe "C� vy1SjrO inung Wnd- 171II17-C.C. 'is I it FIL., C1 In ange �,2ilgt'024 N, Y- N. -5�lrr!5 isspw 72 �,,Watrd Glarii, OWJW21123 NO .600-61 - M Therma- T,u Filber-Classra and Smoath-Sta, Nominal O&M.8 &Qkro(WrAffratrolfictuot Opaque 121311= No 'Ies No WA > Composite Edge Frberglaw Sin gle Doci X 0 0 nswrigiOulsymnil. configurafain.'. NO Yes iYA F= p 2 b Tinemnall"n, Fiba,-Clme�c and Sn%.Xh-Stw Opaque i2tlilt= % L- Campos" E400 Fiberglass $"Is NK- -th XO, OX OXO U) or �? M Tharn-4-Trij Filser-Clasurro l NO Yes No MIA cu -#--a 3 a Oriel Nominal 680SM Opaque ZQU20-11 Ftbeitillosa, Composite Edge Doptilli, Ow 40,13h or U) wthout Sideliters QnswinprOulovamg.)(Xor OXXO magurabons) 4 d Therms, T I. Fiber-Classe; aid Smodr-aw Nominal 7.0 &qLK* Nor-Impactiliquot Opaque I n I r"M2 T40 yes NO N/A Composim Edge Flberg lam single Door (InsviongnDuhaling, X coaftgunnion) 5 a Nominal ?WO &qwt Non -Iff"Cilklitioc Opaque 12r311100-- NO yeii NO r.1A Composite, Edge Fbergla,I* Sagn, Dow wO smite(b) (Ircernmaroutswitit XO. OX or OXO 6 1 1 Neirlsr-T,u Rbel UaSal ana Smooln-Ste, witiourallons) Nornhal 5"38;0 Aolu"On-I mpaiCaqut OPNUO 12p- 1 Q G2 2 1- Yes P40 FWda Department of Solgraiss. & Professional Reglatlor Florida Ceparrunisint of Business Profmi*nal Regulation III." I P(I Florida nopertment of Business & Profftillonal Regulation Peer, di Cornposite, Edge Fiberglass Single Door Bviding Codes and Standards Building Codes and Stardarc!5 IINM21 Building Codes and Starriclairds 115=1 (Insvergito-teriang Xconligurration) 7 g. Therme-Tro Fibec-Claxis. and SiTicarth-St. Nominal SU3G.0 isquothlorAmparcAquol; Coacue lmlo= NO YeO No N(A Composite Edge Fiberglariesi Single Door wth Product Approval Application Detail Product Approval ApplIC ation Detail Producl! Approval Application Detail S.dolne(s) OXa OXO oonfiguraocal) I!� In Themria--riro F,b.-Cla*%#t arid Aractitf-St- Nom-enial e4#3Q,O StluotNt-IT-Impacuttluct, Cp*qu* 12111 ='2 yes Irk. NIA HjKlrQ-R24 FL013353-113 FIL11311141"al Corriposse, Edge Inbarglares Double Door Wm Of raa 21111 Ore, P-d- z2a 2" aill 04, P*Dd= ihta 2m UMLZ IKA 211 EAL210= 21H 'Ablout Sdaime itmow"Woubwnfl, Yx Or CrAX0 Im vitispain owidmiur, CANANS Snigium Lio"q Validell" lIv �Wida" subaltud FOCAmm,al AP&MgM St.- V—iQu Amusem;oli— CWKMI C,ulmin Al Lk"" val".4 0v Yalklain! liubirrvirtd f�BC-omzv*d Ao2rvr#4 NAME I= vervoin R;cm'amm contact Catarrhal Llamas Validated bf vagam $L&OF"d FOC Ansisival Approvird an& ;1 1 Therrna-TruFiber-riaswcar4Sff*wh-Star caringurarbons) Nominal 6403-9:8 &quOtNvi,-!mpai1&qpct Glazed 12i�1=72 yes No �VA Aftirmati,ri 2020 PST I- R-� ar, r a F. Ek raid.� R. �Cl 11 ft'l- a-d D-, P-1 E�Wv, L- R 19 st- Q jn� PE 1CuH0`TQ1 VVIV1011i 00vaq2t tall U2020 Ac"�Od Affirmation 2D20 jea, P-b Mi.mi-ouie, acco Cap W.-Dd. acco - V� 1 11(l 11 MMN 1111IM20 "Wod Composite Edge Fberglass, Single Door (0141�.06-0;00 T !I Gargrnry: 71 r � IA5-1 1W PF��72�0 4 7,7)3,7"5A Carlicery: VA.Oo- C9404W-01(10 (7W 315-25W (Iresveng"OubsoarV, X , I Subcalply. Pi0 surc.lg-P li"., subcategory: 14.1- c 10 j TherniaJ no Fiber Clawc arid Smoath-Sta t Nominat 6&X38,8 &qu*�Non-1 mpai:d&qoot Glazed 12J31004 NO Yes, No NM Corrolt-a Pushed- Cedri Mam Or 0140.1 an, C-cilian" Method: El.o4un Ropoa 0- a corriphance lmdhd! cratorersaa me. cr uter" c`7` Composite Edge Fiberglarm Single Door *Ath FIC4* r4ntit-O �Irrill vo .--d F�,1631 Sidelide(s) (I mer4n%0Cu1sAMiT X0 OX a OXO CA24L4H2Ltdwu contipumpini) Anni"01, U, A-1-ad rar tie. A-airld [a Use Awlawd for use lausect Damon I I k Therema-Tru Fioer-Clarl�nc and 8mkjcrrh43bxr Nomuned egill!9.6 "Nor-Im;piktUu,:X Glazed 12al=2 No YL, No NFA QWWIALBLNIU Prea,rds Composite Edge Fiberulwas Double Dow with at vatnoul soleness, (Invermwouistring XX or Oxx-O 912A P,,dd 111,dirl, N-bar or prudiect D-vin- contract EAS4,41-Ca, Mri� r..4 Wrida. 64MI-1^15 It, EVHZ ".il* HVHZ Rj!2jOld EM21kr, Y� A-2-d[WINi. Acorinriad for U, 1.6= Damon 410 prokc Model. Hurbal or Nam WNW$ lor Al DOOM RPO fflrWoml laredlud cutnow Cwa-MmmraiwDat in W*Z "adle, Alurrowin Willons 115r,6020213 Yss prusurt Yes PVA 12 1 ThenmaJ,tr Filber-Clasarc and Smooth--%, Ncpmrial 7M39,0 Squat.h1cm-I mpactillquot: Glazed 12r.1 1 = 2 yel NO NO, III - 2 �794 Pnoduci Dinicniabila c2aftw Eukfi- ostre, verit'vid pulor 1211,1112024 Kiliz outside KVAZ N, Yet Algagild ye5 pro-ft NIA Composite Edit®r Filborglase 8--gle Door jinerwrill(Ov:swrig Xoontgarvirtan) 13 Thomir; T. Fb.,,Ci-. -d Nominal 73,039,0 �311;urcd 12131 re= Nor Y- No NIA Composite Edge win. Sideirte(l, ,) 0 ns�tVlCvtvwm;;, XO OX or OXO on.figurattons) 14 n TAamnI F.bar-Cimse end SmootM.Sts, Nominal U0139;0 &qVotlNoll mpecttlk;�.,Or Glared i 2/31 Q022 No YeIs N. NfA c-p-. E.g. ra-la- sing. u- (imm.9foutswing x nomigursorml 11 o ThoninasTru 1c,lOw-Classir and Sml<,tt,�Seir- Nominal 8&#,V,C1 &quatNon-lmpa1ct&qua( Glazed 12Plr'L,2-' r'k, Y" No NFA C-powe Edge Fiberglass. Single Dorc, In S40II10(61 lIr1MFQrAAWWn2 XO OXC( OX0 Florida Depa"ont at Business Ptrotessional Regulaton F.A 1 ar Flonoa Department ofBasiness Professional Regulation Florida Departmarrit of "Iness & PtofevAonW Rogultdori Pei I ur 2 rns�lrru Piloor-Citemir and Smocm-Stirr carligulationt) P'lormnst 8',0 &qUMND,4mpacaquot. Gazw 12)31 Y2= 2 No YeI No N111 Building Codas a rod Standards Eliudding Codes arid Stanclards 150-=1 Elepilding Codes arid Standards 16=1 Ccriipuaft Edge Fibeqlam Double Doce, v4da or ywilaut Welitim flne-narOvL�no XX or OMO Product Approval Application Detail Product Approval Appillcatlort Deal) Product Approval Application Detail W mrifigwimon ) 17 q The," Tru Fuier-Climenc and plivninall 63A.8 &quQt1jPn-I mpoct opectiuir 1251 =2 Nb fes NO r6A Compoeire Edge Fiberglass Single Door web FLiniiii?lft Transom OrA cortilluraboN 18 r Thernul-l-tu Fiber-Clamorc and Smooth-Stat Nomnal 6&00�$ &quct�Nam-i mic"Scoot Oloalwir 12r1l r<)22 No Yes `10 N?A C&k Enali 00 Dug pKtboam DRIP s2ft =111.611. 2112 211 VAI P-j- go page Ponall corrip-he Edge F,b.Ni- Si.ga. [inic, .9% Irm varsorr Mwfmfa=m Genteat Fmarnear A resumed 0, Validated QuIrraffigd LZANUMId A&92=9 MAU alell, vereian Ma"Ifartu[st canuicil Eager- A Lc- Y-Ildsinal 6, yAid" lauldriniftd f§QAMEud A,,,-d MW vintailip NAMINGlijug Q"aa desslaw A Waress VAillaug By IIIA!Hdal fil Alagimm AD Sd.IdO(.) and T-am (I -.�VIC.ta-q Cl.,iX0 r -xox 0 oroxo cormgimeharig� A*A.�. 2020 Jan., Hard. llurdrg;iTc�dercts M- -11ird OlefiAS V. A,.,J,- lan jo� r, S-Parc, P, E 111r.!V20:1 I, �0 51),sb2p- PrC A�,� '214!20' LoL-F G�,n4 PE Rp,, J K,g PF 0 2n 5 00 21 OVISQ021 OX22M21 toinania2l App-d! Reuirion 2D20 GAF muft-Iftir, R-Od Mrinnir- Jan. V1- Kn-.,.,.h, PE IIROV2020 09V21/2020 10AWM 12MUN20 appovoil 19 s Thet-Tru ' Fd>er-Ciassr and Snw-Wh-StaF Nominal 6039,8419uck Non-Impact9quat Opaq�i, No Yes rl� NIA cOaagray 'arra Won. 902, 140*339 P'L A let, 1�2,,"r-2028 ca.O.I- �-W.11. �3�0) 9Z7 pr� 1�"CS) 7ri-_C55. Q-t-lirann KPPWQ 000) 700,�410 PLIO6166 Tta-0224 Composer& Edge Fiberglass Single D" mai *uIPCMO":,94ng Id di-k4j.m-hrad subcatirgaw: -what sunglar, a,"Whapar.own S,diehime� (Im-ingiOute-9 X1-. QY Or C1XCi carivilivice Method: Faluat" P,pon tore a c-P,- Nearw f- . Cwro4W=M~: Evedoetion ROOM Inom a continu-s Few andsmi oolnguanans) Rorlde Regrearma Anaw! On 0 L-led FlOr-CM L--d or a Uctneael Fields 10 t Thamnoi-Tini ileal-Cileasix, and Nominal 684139,0 QPq.t 12131112 Ut Y" III. IVA r�ngkn.. Plormoseu EnO.- C;ompovito Edge Fdaerg4ce Srgle Dom wth 90@9*5) X01 OX or 0XO F LIM 31192�M llead,d, FLffl51r2=K5f-�Wuct% ELOLEA-BZLBAdmig Continuous Herad ardSill connu.,abons) Quallu Aisu,ax, ADPI-M fair "t AMM!l to Vie know- Qomgla Qualtyusurssax, A=*,,d!, U A-,,,d far use hinue azim oAftAstwlKt Aoffev$4 for use Awromforum tam pedw QMIZC--� No Yes �4 INE totgA Frolim ReQN, slumina W itsim NOW-, corbav I eoNanal Pat 41 "1 Qotsw ny"I F'sy". 3-40 0!1-� 1111-al" -N--t- M-- Product 0-nptj c-d the In, I11vkZ q44* KVMZ R�� n��- AMA PrudLKt NWA Number or Runt P-odact anictimbeir Convad Exulnell- 09, In HVHZ oldst* KVHZ R.Wt.4 Pressure Composite Edge FIbergia" Single once with scielaintiq imis"rigioutswng X(D, ox Or GX0 C-0-11, Lea S,4,nq libei-inint 1, p �.s Y- N.�A M2 I 1, &-1 �Taext &,mr =ffering- V-! Or sold Vlri�1,5� rul Yto No NA I GAF Arehiff Moat shingles 340 lernoved, 5-lob.nd Yes WA Contintiao% head " SHI corrifigurartions) 11�4.rswv� Lp VIi�q rep -;kg I 1 0:3 IVA n,,. 2 t V-1 1.�, �trft - IV. 22 Nommal Glazeul 1213V11122 40 Y� N� NIA 3 C I " 8-wo's,39 "�uffk N. �f� 140 NA Compossite Edge Fiberglimw Single Door with 4 d &� or 0-- Lq�-L Sdfft &QMK 1 M,, W21 1, ?.. W WA sclaraws) (I mr�wtsvenqg xC, Ox or CxO . A . . C�-anl- Dwt,-X� Irdre V_ j?4,P Cnij rurj I alai 1-"D 3 Pio Y.. Me NVA Gant ri Head arIal Sol configalainionsi !, t knd S,-&q-1 Swirl V- �:,drj V.03,jfln 1111 tt'12� Y- Ne N�A w Thevyw% Floet-Clasek, and Simpoidi-Ita, No. i Opaque 1 V31 Q1V I No lle� 4c NA Composite Edge Filboglian; Door Parielswill'Ventmal S,dovI ll n&w%1Cu1svrm. X-X )VX or XXXX oorrNwatons) 24 Theirrut,Tru end Smoutf-Sta, Nominal BLIM,I) Opaciot, I Ir3l M221 No Y� Nk, WA Composdar Edge Fibers" Dean Panels r*h Vented Sdehie(s) (I nswgK)um,.OV XX XXX w )MX �1� Themle-Tro Fituer-ClasSicand Smooth-�3trrr Nominal 6"39:8 -.]=sd 12r3 1 No Yes, NO NIA C,amposite Edge FraorgIM 0007 Panels 14th Verfted XX XXX Or X)OiX Florida Department of Business Professional Regulaton Pa, 1. Florida Deportmarr of Husaress Protess,onal Regulation page I d I Florida Department of Butsiness & Pirofesswel Regulatilor Page I Or I Building Codin; arid Star rabinifs Building C4des ared Standards Ir"21 Building Cod" and Standards tal"i 16 z Thwme-Tru Fbia-Cl.wcand 8,rioah--Aaf Nominal B&ON OtliquotNon-Impact8quot: MWd No ya�_ NIO WA Composite Edge Fibergle" OwrP2neftvAM Vented S.oewlw�) XxXo, KXXX Product Approval Application Detaill Product Approval Application Dotaill Product Approval Application Detail ocinfigufalrOft) 77 Nowral 914039 Glazed I ni NO Y- SlI WA Composite Edge Fiberglass Single Door with 311439 0 ILA1691 Soeflas<s) CnimirohOutsveng, XO. OX a OXO ;!El Ca. pradw 212 C-qdq ['!air or SAI 21111 Dart puldria 2KI 2n Datt, letairdirice Rib 26 z:b Tlrermai-Tru Sirnoolh-Star ooinng�ralom,) Nominal ImPACMquOt. Glazed Yes No 1,41A Version conlae Validated IN YAI"td $Ikomied TQQ Acorgyal AD 29111, venp�, coaled E,tii A Lkee- Validated IN Va".d Out-Ingd FOC Acorgyal Aliptoved &.ft. TYPO V"I- wq�v,4KI4, correct Inalletest A U"n" Validated am vilielli F9C App" Approved Iuma Composite 5dige Fibers" OoiIbe ocor,�41111 Me.- 20,10 TAMKO M- dirg -OWC% 4LC Kom Ed. RNion 1,4� ic& i� A Kne4iiW-, RE 'W"044 w:i12c-r I Lill ZC1"O 44-4 R-, 2M V 110�.. 'It tM41ncs011 Aild'a.11UNA raychnitin- �slwy R P-V 54.w-i M jn4h P�- WI 7, 2020 clsleroilo 09al-2020 1711V2020 AW..d Fl-- 2020 rwdl MOIN Framers Ift,� cItA j"s J emu L Bucker P E4 Stew M, upon RE OW712on 011a5=0 lOoArAM 1211fi'2020 AW-ed MA150.0 Sideirtes, Oa-iro�Outeftftg, 0^0 kairgw. Koonac (41 fr 6L14 �I,00 IL �Ibh iu-, -yCT�MCC,� f81 I) 24Z 2459 as ;*"I, 11T)317-A454 caipxy: 14-4,,g 4904) 760-6,400 C si�c. r-9-9 1-0451 oorfrgurallon� S'Acregary umwr,-N� Kend-eaudgil -ft com C4.0.W. Pc&-.j sub"40ru'll, Re'rin kcsnarre. har On 0.20mernoo- PE-31242 29 Therme-Tru Fraix-Clar"c arid Smrpotlh�Star Nominal M39,0 Squot-Nim Imparalillquot Glazedi 12,'3V2022 NO Yes Np WA Campilan" Method: Mpahar, P-oart tin� a P&yj:�j A� Vs�, �� ir)iiij 6,� �j IntagIi P.M Pill. Racing system Composite Edge Filbarinano Single D" ith SM13P.0 P- Rouln Sy-jeln C-0- OdhOd; E,,enna- Portn (r- Sideme(s) (I nowngiOutawng XO, OX at OxO P"Orns-fl; End-" alletton: F.W411m P-Pon WI., FWd. R"ret.,eaArchlivict .. U-d fir-d. 30 zd Therma, I. F,bier-Clansic and Smooth�Stal, Gl-.d i2Mi2F= NO yes NO NIA ktui�-d �rtrlt-t � I L, I --! Fl- rild-,oto F gr- Eng-, C ��Iposrro Edge FitIorglam; Double D= wtir I Let 2US-0119 Produdy 3LVS'ro Sdaiaas OY---C Quality Actu'ancia Aniawood 1W Uss AM*Vbd for US* knew r Lan W 6--43 fir'W"tt 31 as 71asama-Tru Fibor-Classicand Smooth-Sliar configuration! Nominal 7&239,0 Aicluatillon-mrpacMquot Sho" Yes 140 N/A 11:21 Pr9Oii;j Puld. lisratim Or Product p;,s;'k&M candram L011-40911 "t n ff"111Z ounii4q, H Rqs4uNA prwiqp� Y" 4, N;A N;A OWIN Am,ance Approved for Ust 6gw2ng2LRK larnixi 219M AMA f��":RV Qash Assurance Approved for Use &WLVMLCMIK &26NL2wAu= opm d. Mile a pulain Series Composite Edge 431wd Fiberglass Single TAM04- R-at urldelaymeatl (KVHZ) �IK H1,1i; �udiecl 0-ailean mi HV11Z Ophied. NVHZ Assist" em&um 3 16 Rldgv Vent".m Aeureareft, Redge VON$ IV pitched r es Door met or without 1 SAM 2 sidelft(s) jansdarions i TAK-,.'-Xr,�j-Rdge "*,tp Sale tof TI, ga. scia; Tw �Vnlaa "M Own. oldivii,12C26 Yu Y. NA WA fivin a M, A-m- x Q)( Xr-1 of 0)(0 configuismons) I A M KO Roo '.-0, M C N-1,1421 Rooll-irI-ent.1- v, Pilt n-4M4? U& IVA 2 TAW,,,) a�wrict V4. ni, 1Y.Y*r:Q6 N. yes N oN. QL52:5 3 7AIA-0 31' -00 Van, a 0 So W wp ��(22k, Y as Yes N-,4 rYA 4 TAW� ra-1 7- V-1 �ulr, Pret 1� r. -V 1-9108�n- Y Y- Mal MIA V V V RT1--AL HEVIEW ASSIST JUN 1 1 2022 Virtual Review Assist, Inc. Plans Review completed and oppioviud for compliance with the 2020 FBC 7th &;giti,on by Debra Anne Klahr PX2300 Florida Deplarlimignt of 8"not;* a Professional Regulation I.AIL- Florida Departirrank of Business Professional Reguatior, P".1 a3 Florida Department of Business Professional R at n Florida Departrrient of Business and Professional Regulation Building Codes and Standards -2nll FleAd.ngCodes and SfA"icks Building Codes and Standards Building Codes and Standards 3/15/2022 Product Appiorval Application Detail Product Approval Application Detail Product Approval Application Detail Product ApproVal Application Detail vervion troy N Val dead thr POP. pst 2&-F_lmw_m gou yAkaw Suparrattoo FbC A-nnry NME-�w 31ar- an Vitne�.or macubjI Eality Or 0.111,ct Einiatim 4 Lovive, Valitlairat lk a" 2" CSLBNULM yaliff1hed submittrd FOC Angraipil 20 Avorimard Kok Cade im Version Entity or Debt Dobe Orift Pervill Carl= Entairmir & Ucen" vaixtabd By Validated Submitted Fillic Approval Daft Argaroved FU42S$-R31 R--- PIXIO L-n. IiLabma i- a.�. E N -", PC 11!2VN�20 1 �Wl IX. lr�- I'L' P-: -'Ohg ktt- APIAC -nir- W.I.. ilx1.1rV20 11101AN21) Approved R�mron 20-10 GO" protection Products, LLC Tim Robinson Walter A 711111t Jr, P E John W KMW6�ia, RE OWD8jr2o-v CIP)M213M 1010 1 rM210 i2rir92020 Approved 911111ILZ 2M 2M go Q= smus c..,-, PE-al,42 caeg.,r Qoiin.; ($Yll) �-Cel ILC category sausten; (954) W9L7545 PE-44167 (954) 772-6224 99" Engineer & Wfldated Submitted Pendi[Ig ARDroved Approved SudCawagairt, R-Ing At- ih.1 sabCat"aty sto-r neks "ml�MW.0gPpWtcomr jX21 Version Manufacturer Ca Validated ly Core plance Method E-1-tron Rpot From . Revision 2020 POLYGLASS USA MisuryAlpert License John W 1WWWO 10t221202C FBC 1211512020 Couiplia- W.M.d F-anon, llkpad tom. --,T E�-iusj, 17��w Florida Regesenial Ambinict ct a Licensed Ford. Categortir. Roofing S954233133OSmalpertapolygiass.00m Robert Nisminen Knezevich, PE Ar&rrovall F�Xlus Fit P`Mws Professional Eoqm� SubCaliegory: PE-5al 68 (954) 772-6224 1 1!01=20 F-O."Wo Engr- FLA115070-fulli Products Underlayrrelients 1 - QuOift Aftearano corlfta��, ail tf Awrov" for Use Approm for Use 1111""hh"111 gigm %U= QuallerAssurrance &j2jgndj2LUK Approved for Use liang 2uim E Compliance Method: IVI"d avallill �Plr :�jo Fj"h -�, C 'fallatil Sell a Product Wool, iliumt-Or 0, Name Product Cover,0110oft Coaftad Expiration Ostr Resistant 1" HVHZ Outside HYHIZ Pressuse -valuation Reportfrom E fold Rig. b2datiLliandialfilligii �;LEUAd 1211AL41111111161UL p HVIW tairsda HVMZ Ressit'at lua;ku I T ��.OMYKC-Sate, 51'.k.tairr 'Aake �A 2iY1T"2- "i, Yos MIA MIA I M GaireiGal"nured cApelStorm FirrielsiHyliz Corrugated GaNarnized Steel Storm Panels retained IM1=2 yal, Y" Yes NO a Fliorida Registeiled -TPs%,Ir-.s, 1!�A r."� icl.� P-0 V-1 IP 9-.,&C4j-FAI, r2,.A.A.m. 100 S�.k. Flat P��64 P,.li, CA 12111�nn23 Y., NA WA or not by tricks to Provide hurticaner protacTion. Archrlect or 2 Licensed Wtblvucfr� emscised, to plycc,irl Deck 1, S-Y,00 - -+.k. e4WI, 4-r: so'l 11A.k. nel Pr"ll," a -*I- TA r", Y.. N�A WA 2 24 Geller Gavarrized bt-tSturn NneWNHYt-C StreI Stbourn Panels retained 12131r,= ING Yes or not by tacks to hurricane Y" NtA Florida Professional 2f, 5.01 Tf.4) - Sh.I. 3.mp SpW a7 T... Fw.- EW-- Fill Plc6w - R,U. C- ID)VZD25 �,Mih ProCe - K�ty T)� I I'S I NO Y%. NO yu N(A Mr., N/A VA provide pircaldlon Engineer 12137 f� Y., MIA WA FLA1625"31 PEQdM= 2lilitilftANUMM Aggrieved for ljoe AQr_AMYR9 10 Ir U LMRW Dre U) ca tassrajon In Kyw outside Rosislant Pressure a-* Product Mo"q Number or Marne Product Door ashen Date 1 Poltrglass Roof Underlarlithem Roorling underlayments wzlr2l= No Ne-S MIA +WK-622 5 I PoWass Roof Undeft"witSMVII-11Z) Pobygiass roa uncenallments for use in FBCIZ-212= Yes Nc NtA tVA IHVH7 jurisdictions > 2 polvdass Roo uncitrialfrillems 1171,011 -HVFZ Polvala" roof jistlemirementsloll Jun 1Z1j3r2= No Yes NIA -WA)-0225 CIO FRO no"VHZ jwdsidictIOM Florida Depari-rent of Bus4iess,& Professional Regilation R'-), -.41 Illoricla Department of Buisiness & Professional Regulation P.O. I I I Flonds Department of Business & Professional Requiaticerr P.V I Oil 0 1 Polyglass Roe Vnderiarnefft (HVHZ) Po"iass roof urideflayments 4.0 use in PSC: 1=362= Yes No NIA NfA Butlaing Codes and blanclardt; Building Cows and Standards 19=1 Building Codes and Standards lrr=l HV1H7 Pasidictions > 0- 2 Polyglass Root Underlareerft (Mon +VHZI P*91iliss roof unclerlainjitneres, for use Or 1273r2m NO FRO non-HVH2 jurisdictions Yes N:A -W.Aj-=.5 Product Approval Application Detail Product Appeoval Application Detail Product Approval Application Detail OL F I Priiyolas�. l4wfUridematersorits �HWM P,*gIaqi roar.nddairmearsf" aw in FRC12,2VX21 Ye. 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Tar" Scpo-" 4 sypoml, F,w,,,fv Atope-e-tr C4r,,4K*W rWWIM F(W49 CO-F-ftliCtf 4W4V_^_,jE C0_VUj= Uwe Vht r.01114vtoll rwp*n rmr," "� c4mtatmai &I't 14 stmtj D Iq XLsk i shouo"Wo W D+trp, 7 oipomp &_4 C M A11fk IS S! �_Jj 2#�d jil 7_24 X Me., S*$ -MV01-9 Sc� U) (D E C_ cn > 0 > 0 0_ < L. 4__j 0 =3 _0 0 W < March 15, 2022 1 SHEET NO. PA 1. 2� (D > HIAM XUAW-DAME COUNMF PG1 Indusa-ks- lnc� PGT Industries. Inc. 0 PRODUCT C ON-TROL SECTION PGI ladwgits, Jac, 0 0 I M511, SW 26 Sr"t, Room 202 -EV NCE -SUBMIT I-ED NOTICE OF AC CEPTANC E. IDE NOTICE OF _kC,CEPT.A_N'CE: EVIDENCE SMUTTED %_ (D C__ Cz -0 DEPARTIJENTOT REGUI-ATORY ECM03RC RESOURCES tTalt) N-12= Florib 333'M-24'74 BOA" A_'%W CODE ADIMISTRATIONDINISION NOTIC F OF A( CEPTANC E: E VEDENCE SUB-NHTTED -1--i (D M C) -6-- Cn NOTIC'E OF ACCEPTA-XCE (NOA) I. EAidence submitted under preiious NOA D. QUALM- ASSYKANCE cz - Cz A. DRAXN'U�;C-S B. TESTS (continued) L b&vvi Dade Department of Regulatory and Economic Resources (R.ER)_ 1 0 0 PGT Industries, Inc. 107 0 T"hwbv Drivt, 1. Nianufacturef s die drawings and sections. �z Test report or, 1) Air Infiltratiou Test. per FBC. TAS 202-94 0 0 North Venice. FL 34mg 60tidAted under.YOA.Vo. 11-0107 0-4) "1 Uniform Sratic.Air Pressure Test� per FBC. TAS -10-1-94 E. ALALTERLA.L CERTInCATIONS Li- SCOPE: 2. Drawmg No- -AID-5570.9- titled Slidnig Glass Door NOA 3) NVater Resistance Test- per FBC. TAS 20)-94. 1. Notice ofAccepance'.No. 15"528.14 ismed to Vision Extrttsion Lmuted for their .0 CZ 0 - ThisNOA is beingissDed under the applicable rulesandregulations eoveming the use of com-auctLoumaterials- 1he through 21 of-1 I . prepared by umufacturer- dated 10-0`74 �_ witli revision A dated 4) Large Missile Impact Test per FBC� TAS 201-94 -I'Vkhe R*W PVC Exterim, Extrusions for Windows and Doors"_ dated 094 3.1,15- CU 0 > U) -0 0 E documeniati,mimbinined Lais beenre-viewed and accepted by INUmi-Daiie Ccuuty RER -Product Control Section to 0+ 05.� 17, siped and sealed by A. L-ma 1,t1illff- R E -51 Cvclic Wind Pres�ure Loading ver FBC. TAS 203-94 expiring on 09,3019. � (D U) (D L_ N beu5edtn'.%1ia=D&de County andotherareasurbere allow�dby the Authmtyl4,,A-mgJwis&cu�c-n(-ABlj 6 1 Forced ally Test. per FBC. TAS 202-94 "I. Notice of Acceptance No. 16-0920.08 iswed to Vision Extrusion Lualited for their -'VE W 0 M Ttus NOA shall not bt valid after the expiration date 4tatedbelow_ The.Miami-Dade County Ptodtsct 0mtrcl -Sectim B. TESTS alow with awkeed-up draw mgs and installation diagram of vtmrl s Wing gbss door, prepared 'dated 1000 Tan 202 and lighter Shades (Nou-Nllite) Rigid PVC Exterior Exit-usions for F_ -0 CZ Cf) < gh to ave is (1n.Miam,.Dade County) and'ortheAW (in areas other than-MianuDade CQuwp, reierve the tij t h th I. Testrepmon Ij Uniform Stafic.Az Pressure Test, M FBC- TAS 202-94 bV Fenestration Tt&ting Lab- Inc_ Test Revort No, FTL 8-549. 110615, signed and '"mdows and Doors". dated 11,081l 6. oLpn* on 12-129.2 1 product or mamial tessedfat qualityaswanceptispo.se%_ If this product or material faib to peffortnia the accepted 21) Large Missile Impact Test per FBC-- TAS 201-94 sealed bv Id illinst Ortega� P E - (Test report re%-ised on 12,104 �� 15 and 0 11 I.A. 6) 3- N. otice of Accept anceNo � I �" 5 2 S. 15 issued t o V iswu Exmmm Ltnut ed for tbenr mannet. the mamsfitcr"er will incur the expense of such testing and theAHJ may immediately rev oke, modify. ot 3) Cwltc Wind Pre,�swe Loadine per FBC. T-AS _203-94 Test report on I Air Iafiftrat= Test. per FBC. TAS 2 02-94 -Brown C oa ted (Painted or Laminated) White Rigid PVC Exterior Extrusions foi- suspend the use of such product or material within their jwisdictio& RE-k reses-ves the right to revoke thi; i - w rl illEs'and I irin diagfam of vinyl 0iding Srbiv. dnor rartuiree. akyng with niark-rd-up rt n0allit Umforni Static Aw Pres-sare Test. per FBC, TA S 202-94 Windows and Doors-. dated 09-13 15. cqm= on 00,3019- *cc epmnce� if it is de-termined by), 1aini-Dade Counry Product Control Sec tion that this pro(krt or material fit its to by Fenestration Testing Lab- Inc.- Test Report No. FTL 871 d ated 11DT 1 signed and Wner Resistance Test. per F BC. TAS 2 0_'1-()4- �t 4 N1 7otice of Acceptance 'No. 16-0712.02 issued to ENNERGI Fenestration Sohjtww USA. meet the reqnsivaitsiss of the applicable building code - This pf oduct if. apprcve4 as described herein and has bee a designed to comply with the Florida Ruilditig Code� - 01.2. 24 - i sealed by Idalmis Ortega, P-L Crev, report revised oil 024546 and " -2 16� 4) Large ML-ssile Impact Test per FRC, TAS 20144 Ine. for their -T.A.N 3040 and Lighter Shades (Nou-NAIdti) Rigid PVC Exteiior _g the High Velocity Hbrricatte Zone Test report on 1) Air Infiltrati. --t.perFBC TAS 202-94 'on Tes 5) Cv�hc Wind Pressire 1-c-ladme per FBC� TAS 203-94 Extrusions for Windows and Doors" dated 0915,46, expiring 0 1 i2l. on 1% DESCRIMON:Serlts',55 T2770"Vinvl.'Sliding Glass Door (Reinforced) wi"-o900&lK0cornersL.AIJ, 2 1 Uniform Static Az Pressure Test- M FBC. TAS 20-1-04 with maikel along -up draivmg-, and installation diagram of vinyl sliding glass door. prepared 'dated 57 - Notice of Acceptance -,No. 16-0,712.04 issued to ENTERGI Fenestration Solutions USA. 'CExterior APPROVAL D0CV;W.NT: Drawing No SID-15570.0 Rev R titled Shdmg Glass Door NOA (LN1). sheet Vater Reststance Test- per FBC- TAS 202-94 3) 1 b-;, fene 5rrauou Testiatz Lab - fuc. - Test Report No � FTL 85 5 2. 12 �-04 signed and Inc- for thm'"Bronze, and Lighter Shades of( ap Coated Rigid P A I throupi-2 1 of 2 1. prepared by manufacttim. dMed 1 0;05;�, 15 and lag revised on 0_2'0 t'21 1. signed and sealed by 4) L arge N I is sile Im-piae t Te st peir FB C T.A. S _2o 1- 9 4 s�_� b-,- Idalmis. Orte-za, P. E. (Teit report revs-ed on 02 15 :2016) - - Extrusions for X%'indows and Doors- dated W 15 i 16. expiring on 04; 16,20- ',Notice A. Lyrin.Miller. P.E.. beating theNliami-Dade Couaty Pro<hict Control Reossion stamp with the Notice of 5) Cyclic Wind Pre.-.aue Loading m FBC. TAS 203-94 iiS202-94 -7 T lest feport On 11) Uniform Static Air Pressure Test, per FBC. T-AL-S '2012-01J, & of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions US.A_ -dated Acceptance nuntw and expiration date by the Mams-Dade County Frodisci Control Sechon, 6) Forced Entry Test- per FBC. Lar-e % - , I lissile IiWacr Test per FBC- TAS 201-94 Inc. for ther-1111te Rigid PVC Exterior Extrusions for Windows and Doors z lissiu_ N 7.1 CT RA TrCG.- L irget 3 nd _SmA Mrsile IiWatt R# dita nt -wing-aiid mi-itallation diagram of vmyl sliding lass door. prepared along wahmarked-up dra 9 aated 3)' Cvchc Wind Pressure Loadine = FBC. TAS 203-94 --,of'am 09140,47, evirinz on 0128,48- _N bv Fenestration Testing Lab. Enc- Test Report No. FTL 8546- I VO& 15. sicrued and C along with maiked-up drawmas and installation d1a of vmvl sliding alass door, prepared 7 Test reports No(s). 10-W2-792(A). 10-06-MO527. 535 75 3-09. per ASTME-84, Limitations- I . See table I (,.heet:,,) and table 2 (sheetV forapplicable SGD unit sizes. design litessues. reniforcemetits types. sealed by Idalmis Ortega- P_ E� jes-, report revised on 01 �04 16 and 02`11,20,16) I b-yr Finesimtion Testing Lab. inc-_ Test Report No� FTIL 6638 (sainples A-! thru A-222). dated ASTNI) 1929 and ASTMD-63 5. issued by EXOVA to Xf-ision Extrusion for Cellulosic glass t-mes- silinser(see tables B-1 & B-2. sheets 1,-S) and anchor layout sheets requirements in I I thit; 1� - -94 Test repw on 1) Air Infiltration Test. per FBC. TAS 202 1 11 1-1, 10- siened and sealed bv A= Causo. P, E. nrrder.V0_4Na. composite material. 2 RLpd Alite F%7C_ Tan (N-on-wbite) Rigid PVCand Brovm coated (?aimed or lamwated) white Rigid PVC to be 7!) Uniform S ta t ic Air Press;ur e Test � pff FB C. TA S 2: 0 2 -94 -20 616� 04) (Submixed underX0_-jXo. 11-6107.041 z labeled per reftessmilNOA's, requiretne-tsts, 3) Water Resistance Test. per FBC� TAS -94 9 Test report on 'I) Air Infiltration Test, per FBC- TAS 202-94 S. Notice of Acceptance No. 14-0916, 11 issued to Kuraray America- Inc. for their 3- Eayss opef3bledocirs must comply with min ckw width or height per FBC requirement as applicable 4) Large -Missile Impact Test pet FBC'- TAS Uniform Static Air Pressure Test. per FBC, TAS 202-94 --S*utn-Gbv* (Clear and White) luttrlaver-. expilm onOT04,18. Irtlig 4. Pocket walls under separate apprm-al. to be re%im*4 by Building official 5) Cyclic Wind Presstire Load ing per FBC'- TALS 203-94 3) WareT Re-q-stance Test� per FBC. TAS 20-1-94. 9. Notice of Acceptance No-1&11171.01 Jssue� toKurarayAmerica. Inc-forthm LABEI.r�G: Each unit shall bear a petmanent label with the mandacturees name or lo po� city. state and series aid 6) Forced Entr�� Tesi. pef FBC� TAS 20-1-o-1 -1 Luge Nhs%ile In4xici Teit per FBC. TAS 201 -94 -TrojifolSL 11traclear. C lear and Color PN"B In terlayers. evuulg on 07 -08A 9. foUoviingstammmmt,:"Nla=-DadeCotwvProdtxtCowol.Approved",uotedbet-tui along with marked -up drawmRs.uid mit.-aitioc damm of"L W-A sliding glass door- Prepared 5 Cyclic Wind Pressure Loadingper FBC. TAS 203-94 RENEWAL of this NOA shall be cowsidemd. after a rewwal aWlication has been filed and there has been no by Fenesrfation Testing Lab- Irw - Tts; Report No. FTL 8-9-17- daietd 1- 2�04'1 --:-- s�iped aritt 6) Forced Entryr Test- per FBC_ TAS _102-94 F. STATIE-MliN chanee in the applicable building code negatively affecting the pedbrusame of this product� sealed by Idalmis Ortega.. P E. (Test report rev ised on 02 - 1 15, 16) along with marked -tip drawings and mstallation diagram of vislyl slid= stlass door. prepared L Statement letter of coafomunce with FBC-.0kEdidon (2014) and FBC-6*tdition -7)_ TEiNW�.A,Ti6N o f this NOA will oc cut after the expira tica date or if these has been a reii sion or change in the 4. Test report m- I)Air Infiltration Tevi- per FBC- TAS 2102-94 by Fenestration Testing Lab. Inc Test Report No- FTL 633 - (samples A- I thru A -5), dated (2101 issued bv manufacturer. dated 0&- 14! 17 7 signed & sealed by Lymn IvEller. P 1- Inatenals. use� andor mainkfacatre of the product or process . Misuse of this NOA its an endot.wme-ist of any prodita. 2) Uniform Static Air- Pressure Test. per FBC� TAS 202-mP4 3 `!061 10. signed and se-aled by Jorge A. Causo. P. E. (80mined III,(J.-r,\70.4 No. 11- imcial intere-st. date d 0+4 & IT wued by. Statement letter of no fis �n�acturer_ signed mi for sales. adtirfising or any othetpurposes shall automatically terminate this NOA. Failure ta, comply with w.- 3 1 Water Reiistance Test, per FBC - TAS 20-2-94 01 a - (JQ) sealed by Lynn Miller. P-E sec tion of this NOA shall be c onse for termination and remo,%-itl ofNOA 4j LargeNfissile InVact Test X FFBC� TAS 210 1-94 3. Letter of lab compliance, part of the above test reports. ADVERTLST-MINT: The NOA nuntier preceded by the words Nhami-Dade Count.y. Floricla. and fo Bowed by the 51 Cyclic Wind Pfesswe Load=, per FBC.. TAS 203-94 CALCI-LATIONS 4. RER Test Proposal No. 17-0387. dated 0_9D5117,stimed by Ishaq Chaada, P_E_ expirittion date may be c1lisplayedin advvrfising laeramm. If anypostiottof the NOAis4isplaryred.thenitihall be 6,) Forced Entry Test. X FBC� 1AS 202-0-4 ations andistructural analysis- complying withFBC-2014, I -Anchor verification calcul done in its entirety. along with alarked-up dmwings and installation diagram of vinyl sliding glass door- prepared prepared by PC T dated "I I 5and last f e%rised on 0'1'15,� 16. signed and sealed by G. OTHER LN, SPECTION: A copy of dm entire X20A sball bepro-sided to the user by1he mazinflactuser or M dtsuibutors and by F enestra r ion Test in L7 Lab . Inc Test Report N,- o. rn s s 4s ated 1 -2, �--w �-� I _5 � signed and Anthativ L Nhhes. Y E, (Subin itted it ri der _V0_-1 NO. 154 210. 01). 1. Notice of Acceptance No.1-5-1-110.01. issued to PGT Industries, for tb& Series - shallbe avallablee -for ismVection at thelob sate at t1sereqnestof1heBuildingOffical. sealed by Idalmts Ortega. P� E (Tesr report moised on 01'04A 6 and 0_1 11, 16). 1) I .6. Glaziag complies with AS 17ME- 1300-09- 5570i!77r Vinyl Sliding Glass Door (Rettiforced) - L.M.L7. empirin _2 an 04 ThisNOArtvises &rtnrwsN0A02044!9.0S and cowsists of ths'pape I andeiadencepagesE.I. &.2. E-3. E-4. E-5 & E-6 as well sis approxv) 1, mentioned aboxv. Lhaq 1. Chand3. PZ 1-hxq 1, Chauda. PX- lsbAq L Clianda, PI The submined docutiatnattion was reviewed by Isbaq L Cban& PJE. Product Control Vitit Sup*r-rizor Product Control Unit Sup* M''Sor Product Control Unit Suptirri-wr NOA N-o. NOANO. NOA No. 1.1-04.0F.0 NOA No. '21-OZO6.0 ExpirationDtittii April 14.20!,6 Expiration Dam: April 14, _2016 Expiration Dam- April 14� !0.16 ExpiratianDate. Apri[14,2026 Approral Date.-Ilarch 22F. 1.01.1 7 Vpr,--4 a I Da it. b. rc h 1. 0 1. 1 Appro-,-al Date. '_\1arch Z.A. 2.021 Approval Dart. Xtarch Zlff, 1021 Pat* I E-1 E E -.1 PGT Industiries. Inc. CGI Windows and Doon, Inc. PGT ludustrie-, Inc. NOTICE OF ACCEPTAN-CE: EVIDENCE S1'B'_\E[TT1F_D -NOTIC E OF ACCEPTANCE: EN71DENCE SURMITTED -LNQJL� E Of AC( EET;L (1, EVIDLNCE 5UMUTTED Evitlence Submirted under pr*%ious submittal E. -NLk'rERLALCERTIFICATIO-NS(continut) 3. New E A-idence Su b witted Qtmex Part 5uper Siparcer Standait complying with ASTI%1 C 5; IS Themial Conducin-py N. DRX"r�GS 0.881 B hr_-W-*F, ASTM_ F 1249 NkA, TR-Pass. AS 98J: xvgen-Pass. AS -ME TU_ia_r TNI D 31 -' 0. A. DRAW17N 'GS L Drawinz No_.N�ID-5570.0 Rex-B_ titled,-Virlyl Sliding Glass Door *NOA (I.NlY, shms -1190 I.G. Durability -No Fog -Pass, 6tibinined nuderpro-hmsN0_-1 No. 1151-64OA05) 1. Draw= No..NED-5570,0 Rei-B. tit1edN.'inA Shdmg Glass Door NOA (I.Nuf_Sheets, I I thmuib 21 of 2 1. prepared by aianuf4came-r dated 10-'05! 15 and Iasi mis-ed on 2 througb 21 of 21. prepared bymanufacturer, dated 10,0515;mdlasr revmd onO101L�'21_ V 04122 20, signed and sealed by A- Lynn Nliner. P-E. n 2 TU-iri: 6. Quanex Pan Duraseal complying with ASTM C518 Mlemlai Co ductil.1ty B signed and se iled by A. L ' P. E. Ynn hr_-ft2-'F, ASTM F 124P XkVTRPass_ ASTM D 14-334 Auqjon Penik-,wce-Pass, NSTNI E Now This revision consists replacement of s�ame emstmiz installation screw with flat hea& & TESTS 2189 I-G. Durabilitv-IN"o Fog, ASIM E 546 Dew Polat Development -201F in 4S lin 1. Test reports on.- 1) Air Inafation Test per FBC- TAS '2021-94 1! (.50milted underYOANo. 115-0409. 05). B. TESTS 2) Unifixin Static Air Pressure Test. Loading- per FBC. TAS 202-94 Vision Extrusions- Ltd- Parts comp�ring with PVC-AXNLA 303-13.Voluutary Specification 3) Water Resistance Test- per FBC. TAS 20-1-0-4 for Rigid Poly-�*A Cliloridt (PVC-) Exterior Profiles for lt.Lsaoil F-miaLsiouss- ftd. -VE�X- I by 1. None 4) Large Missike Impact Test per FBC� TAS _201-94 A.AINIA Fenestration F_xtenor Profile C ertificaiton Propum (Submided un der N0�4 No. I CALCULATIO-NS Cyclic Wind Pressure Loading per FBC. TAS 203-94 040P. 051 L None along withmarjoe-d-up, drawings, and installation dtaugam of all PGT Industries, Inc. 8- Vision Extrusions- Ltd. Parts comp4-mg with PVC-.kA.\Lk 303-13� rtpresewative units listed below and tested to qualify Dowsil 191 and Dowsfl 983 silicones. (80vtWied underNOANe. 1-5-0409 0� D QUALITY ASSURANCE W (1) prqmed by Fenestration Testing Laboratory. Inc- Test Reports No- 9, PVC-AAN-LA 303-13. Voluntary Specificatiosl for Rigid Pohv-in7, I Chloride t'PVC*) E.,ztenor i FTL- n�97. PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09.�03! 14 Profiles for Vision Extrusims- by AA.\LA Feaestratiou Exterior Profile i . I banii-Dade Department of Regulatory and Economic Resmuces (XER)� C_ IFTL-20-210-.1. PGT SGD780.Umiimtm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Ali= Outswing Casement Window (unit 8 in proposal) FTL-20- 10- Notice of Acceptance No 18-1-117.14 issued to Enerm Fenestratiou Solution, USA_ Inc, for E� NLATERLAI C ERTIFICATIONS 1-107.3. PGT PA7620A Ahummm Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1, Notice off Acceptance No 19-0305.02 isq-ted to Kuraray America, Inc. for their > PGT PW76 10A Aluriunum. Fixed W indow (unit 10 in proposal) dated 07! 13 H20- all signed WmdowsandDoors-. expiringon02-0421. "Trosifeft Ultractear. Clear. and Color PVB Gla&s Interbyers-, expiring on 07,08.,-24. Nnr Cz 0 arid sealed I dalmis Ortega. P.E_ 11- Notice of Acceptance No. 1"12-1.02 issued to Enem Fenestration Solution- USA, lnc� for "111tre Rigid PVC Exterior Extrusions for Windows Doors'*. Notice of Acceptance' -No 1'-0808.02 issued to Kuraray America. Inc- for their -� -1--with-vGlas Itar Whit0 Glas�; Interlavers". > their series and expwm,2 on tl, (C and Lxpiring on 07 (A 11, C CALCULATIO-NNS FBC 7`6 0_2 2 8, - 2 3 Notice of Acceptance No 18-1106.10 issued toVision Extrusions Limited for dieir"Brown 0 < 1, Anchor verification calculations and structural arialysii. cornp�rmg with 12 Notice of Acceptance No. 20-0203.03 issued to Ener2t Fenestiraiion, Solution. USA. Inc .17" oatt-,4 (Famo-d or Laminated,) White Rigid PVC Exterior Extrusk-rus for Window-, VIRIIJAL Edition (2020). dated 04,21flO. prepared by mailufactum, signed and sealed by their "Bronze & hot shade cap coated White Rigid PVC Exterior firrusions for '25, and Doors-- - e-vinn.- on 09 30 :24. HEVIEW ASSIST /irtual Review Assist, Inc. a 0 Anthow. L-vmnMiller P�Ec Giazinicoii� Windows and Doors". ey4-mring- on 04;16 4 Notce of Acceptance No IS- 1106. 11 issued to'Visiou Extrusions Limlited for their series -VE Plans Review completed an apDpDroved :3 with.ASTX1E1300_04.-09. -12 and -16. 14000 Tan 102 and ligh(et shadfs (-Nou-White) Rigid Cellular PV(: Exterior _0 IF. STATEMEN.-TS, Extrusions for Windows and Doors - expimg on 11,205,21. for compliance with the 2020 FBC 7th 0 D. QUALITY ASSUKANCE 1. Statemeut letter of confornmce ro FBC '74 Edition (2021(t)- dated iA,'212,!_10_ Issued bv Edition by Debra Anne Klahr PX2300 Nimai-Dade Department of Regubtory and Economic Rrsources (RER')_ manufacturer. slemed and sealed by Anthony Lynn Miner. P 1, F- S T A TE'_% EEN T S E. '_NL1TERLJ%.L C ERTMC ATIONS, 2. StaTentent letter of no financial interest and of independent. issued by mmufactlirer- dated I Statemient kner of conforniance t FBC 7" Edition 1!020)- dated 0-101,21, issued bv I (D I Notice of Accepiance No. 19-030-4.02 issued to Kuraray America. Inc. for their I 04 � I & 20- signed and seak-d bv Antbonv Lym INfiller. P E matlullacturer . signed and sealed Anthony LymnMiller, P_E� U) -Trosifolt Ultraclear. Clear. and Coln, PN-A Glass Interlaverf '_ expirmg an 3. Private Labeling Agreement document between PGT_ dated 0341 34 15 and signed by all 1 Private LaIxIiniz Acreculent dared 0!'LISL�l between PGT Ladusmes. Inc. and CGI M 07,0&24. Involved parties Window-:� and Doons. Iuc � signed by Dean INI, Ruad-_ P.E.. NT. Engineering- on bell& of Cell 2. Notice of Acceptance No. 17-080&02 issued to Kuraray America. Inc. for ther "Sputn-Glast both t:Ompa-wes, ((]ear and NXIJW) Ghss Interhyen"_ cxpmq on 07.,04;23. G. OTHIRS 3. Notice of Acceptance No. 18-1106. 10 nsued to Vision F_xtrustons Lmnted for their "Brown 1. This NOA revises N"O-k# 17-0420.06 (P'%7TwFC GI) and updates to FBC-2020 �71 Edition). G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0-4 `11 '21 1. Tbis NOAreites & renews NOA;0 20-0429.05 (PL�k w�CGI). expir* 04-14':_6 for NVmdows and Doors". eVwinz on 09,!'_40;-24 - 21 RER Test proposals "19-1155 dated 01 10 20 approved by Ishaql Ch;ulda� P1. e_xpirmg 2. The current associated PLA CGI file #21-020,5_0L expiring 04,14,26. Cz 4� Notice of Acceptance No, 18-11%.11 issued to Vmon Extnisioris Linuted for lber A�, 14,211 series -VE 1000 Tau 202 and lighter shades (No"'hice) Rigid Cellular PV`C' W Exteiior Excrusions for Windows and Doors-. expumg on 11219,21. < Chauda! -1-hXq 1. CLAUdA, P1, lzhaq 1. chanda. Product Control Unit Suptrx-ftor Product Control Vair Sup*n-isor Product Control Unit Sup#nitor NO-k No� 214'.0z,62 NOA No. 21-0205-03 < XOA No. 121_01W.0.3 Expiration DAT*-. Ap-11 14.2". Expiration Daitt: April 14. :02 .6 1 Expiration Darer April 14, 20.26 Approva I D-Ate. Niarch :5� !0!1 Approval Dait*� Ni3rch 2S.Nil Approv a I Da it: 11i" h 2 0! 1 E E -6 E 4 SHEET NO. March 15, 2022 PA 1.3 - - /{ECO INc I \C- 1!LL'T TESTIA0,15, & ENOINIECRIA11r. CO!'APANY rrLI j;f;.'rj- Wit"TFRA ?I- "ArQ0. - IiII . � PRODUCT EVALUATION_R�FQRT REPORT A10 2"72"I - DATE J� uy 28 2020 IRODUCT CATL-C.ORY SI_utW5r PRODUCT SU8-CAtFG0R'f- szor.l. F41-t,,�. PRODUCT NAME a GAGE GALVANIZED STEEL STORM PANEL Global PIVIK310n, Proc;vctl, LLC 4WO SI& S1 Sir"' 03", Floriaa33314 1. PURPOSE OF EVALUATION: - Thilit is I, W-I�,it E vajuation Ropon iil.st,aa by Walter A. T11111, Jr_ P-E.- I,S[f;i 10 9 lsv,k�: !,, ip,t3 Global Protectior ProdLKILS, I. LC Rule Chapter No 61 G20-3. Method I 0 of the Florida Department of Bus I ties --% and Praftssnona; Regulation This product ill; -,e*V ts*ueo an Evaluation Report as de-WAtied heroin, wind halo been ver,fled for rnmilaitince in accordai with the 2020 Seventh Ednion of It* FW%U Scolding C,4vi-e. and 10 vedilly that the prrjdurct is for the purpose Mended X 10" Otfutvaieftl to that MiCulinfid by the Code This Product Evalualion Repon shad be "Pcj to review antj jvvjore a, CBS& 01 a au'lilirtu '".<Xle C1`,-1-V %.--41 rna, afect ft- 1,mitatiritts and cr,,*1it',,,ri. 7 2. SUBMITTED: EVIDENCE_ 2,1. PRODUCTEVALUAI)ON IKKUMENT (Ilri ; Drawing No 20-176 !!t--_ 20 GAGE GALVANIZED STEEL STORM PANEL" shirity1r. I lhrkt 26 o! 2i, ;)Tr,+-.,*r,, ,,, 7,ltdco. lnc. I 3igqed ,sort ::call t,y Naeof A Tillit Jr.. P L.; dated &7i28;2D20 TIWS drawing Is an integral part 9 Eyakistion Rerical -.40(it", ",,tA,,NtI P; " z , $ - , I * � : i 10 � 44;6� `* , 0- I _! * -, * , . I " - , jll� 4i 4 , ") L. , I S;rcI..."-_. ., ...Itl� � _+ .? � z 0 �, - - - '.% 46th Wrtvi,Suitc 305,M 1"iti. FIL-okli 11 166 - I'Imce I }01 "IT I. I i4o - 1iQ',1 , _ - I VROMCL L% ii,11,•11-1, I JUN FITEIV ., K�lj. ,94-C�" ht I 22 TEST REPORTS: Larq,e rris,;4e Inpact ll,,i ratique load lliistsw*r,tI fierfoorre,d twr s - u J_oProfPr0o x:q TA.1z 201� 203 as W section 1626 of the Florida evIvimg Codc. Urofor,nblalicloadN asporTAS202-Prowoll 7eS!rt,onsWevatedbytiurrica�--Engir-eeciog& Testing, Inc; , Re Port% if 9ta-569 dated MCOO 1 i 0,;F65 70 tia I ad 0 94,161199t. 096-T30 natod Vj)20,,1996. a0 1hree stgivM and sealvid, ty Hl:ict&r M steiiina P E I FancAtr3bion Talstj% I.Aboratjxy. Inc. reports 0 2032 caled- 04. 16;1998.1riu U2126dati.,dlO!O'%/1998-witnestto,jhyGilherDiair,?r�d,PE aAdRopQrtfilo 02 I 901.043, dated filarcti 4, 20LID. signed and *0610C by Edrn undo LatgailspMa, P F and Henry Hatlil P E Tenstle titst ropqrt No. 9CM. 19' ,L)y QC Motagurq"I. Inc . dated MaLI 113. 2,(Wj g*g nod am walled by Frank Grate, P I- 2.3. STRUCTURAL JEN"EE1+Ijl1",10 CALCULATIONS! On 20 Gitgo Gstyanized Steel Stofin PrI,Y1 for ITAILmrim panel liiinglh vs desifjn wind load. as i4VIj an Maximum ;anchor spacmgfrs 0"lign yond load 4r1(1 panel longlh hase.- on taVonatl an(Icomparative aralysis. aric .r accordaricewith soction 1616 of the Florida Buildrig Code CaWatons propia" by `i4lec,o im, dated I liCV08 aN 03;'Zel5, signed and beaklit., by Waiter A. Tula, Jr.. P E 3.-MUSILEIMPACT RESISTAMM Large missile in -pact under section 1626 of the FiciI Builling Coutir- as per TAS 201 Pfutoc:6 4. WIND LOADS RESISTANCE: : ) Gage Ga vanized Stool Storm Paris; has boon vardiol its susis-r wind ,xisariAres. Maixilmum .-anel leNth ,shall be as indilGahiicl on st,aetzi 8 1 G. 14, 1 ,I% 16, 19. 25 and 26of 26 of Prodi.rccl Evaluation Docwnwn* iP F 1,11 drawina No. Z0.176 Maximum Anc*.r Spacing shag bear lrw, -olb 8, 9 it), I 1 1 14, 15. 17. 18" W, 20 25 and 26 of 26, of Product E *vi_ .,I t_.,Wrlierrt (P.E D.) drawing No. M176. 5, INSTAI I. ATION' irstallaiii - . ,, lei,' strictly in acc.efdonco with details indicated on wheels J I I r I , : � - i ,7, . ,c3, 24 and 20 of 26, of Product Evauaixin Dociinienz (P E I)-) drawing No. 20.176 Minimum! 44eparallon to glass ithalli lie ris - j0iciltel-d on sheets S. 14 16, 25 and of 26 af Prod -,,I Evakiation Document iP E 0 1. drawing No. 20-176 '4JUMM." " ;k Ii- ,-,, '0<�,, ,�� I - 1 /,-14,,. , '4 4%w ,-, - C, E h S.e' - .. 9 % -I- 1I . , -�- _ j1f4I -X Ar A -1•114,1*''Cirri: W P- E - r,.:VM, -, Fri j, . 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Or lq,�'. --- - � wfig 111101LINEWi v-3; �� 1`�A -ITf 0z___&_FQN_W9"_a;W.W . I, "Il I L 1., , titi.= - ..!...= - - -,.�,_,. - -im."".. -*I---. 20- 1 Iis � - - Ak. _`04 .1, _1�_L__._ � - .�. -4, �-.4";��-_,.'. - . :.:% - - - . • - -_6�7-; -6�=, -��, _�!!�- - ' - - I -. , 1 �7 --- - 7 _Z7� �z __ , _iMIri I -1 - � tJLM1a::tjt%.%I I % 11-1, lis'llitt. -I .O-.j.1,1 . 6, 41ATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shoil ", btr,clly in *i:,wl0afw.4,*,;Ih General Notes and Gorntxments mr.ated Ni she!., 1, 2 and 22,of 26, of PuAuct Evaluation Document (9 E 0 ,*- drawing No.26i?*.Af-etto,,p�,,,fic twisshall b,onai.dT:.nt--:Ior. bto,,iot,,-v,d2iu: . 26. lof'Prod"I Evaluation Dowrincrit; (PIE D_ drawing No. 20.176 7. LIMITATIONS AND CONDITIONS OF USE: 7, I � Shal.'I;�c vin(glyin - ,.�x� -.; ,vaun Gvrit�,a Notair r4o icaLi �-Q , i . , 1. S JTWU 14. " On sheet I 0'26_14., - I A- T ,,I, if I IrXo A ane I I thru 16- indic,010(f � � tin stiff 21elf 26*fPiI:,.1_, . Eva ,,,tj,k_--n j';tx;:vmcnjIP E 0), drawing No. 20-176 Prep" by T41leco. lirn. u:7:-xied and seedb'y WMLi A T1 #W. it. 7-' E: . 7.2. Product may be inslailed Mth;n HIGH VEILOC1TY HURRICANE 7C ,,i I- .i-. oefinc-4 on *oKt on IIII20 "1 of the Filt.irtaij slu4j9:r,q CodC 7 1 Product shall only be installs!.; into pour tic c Llrw�eia, c.,increte L,, , wow fra-M Wocti.im's P(Wuct E vaoiabon Repon prepai ed :q Walter A TWit, Ji . P E (Florida Ltt:ens- No 44,157), PresiderL of T deco, Inc- f9lorldst C.A-0006719) "",zY,,, ,,, Q , � i", ,,*,� ^ 1144/?,% $1 I . ...... ... k"- - " .. S .4% � I P��_, * i-N- � I e i __ :,: 44167 ' N * I 2 ;'a * *_ . � ; � - - , i . -, I R � STD ,-- - I'- � - _.1'._.._.. _. ... 4� .,- , 4 %"1,,,0_,'S$(jfa',4Cti ,,I- 9 oq",to ,,titt,"O' 11-i ' 19.111 P. to q*PDr?tZCii1. IIMAZVQGILCn0',V-ua),(',)1. ItC,'K,ritIct ., " LL ,L '�'Vtft'Dq'W,S:D'„3'"EWJ4%trt07?4t' I -, -0-- W l E ,. TILLIT Tv_'_- 1 Iflv.' -RING COMPANY PR 0 1) 11-1 I rail ( k I I () N R F110 111 REPORT NO : 2"727 02 DATE juiy 27, 202ii- PRODUC-7 CAILGORY S I -uMcit S PRODUCT SL)G-CATF?`,0RY Storm PSneT o� 01KODUCT kArill! 2.; --AGE GAL VANIZI-D STEEL. STORM PANEL OVANUFALIURER Gl" Protection Products. LLC -taw sw 51 Shoal Dare, I'llonclaW14 1. PURPUSE 01- LVALVA I ION: This ;s a Product Evalualw-,l :,jsued by Walter A. rillit, Jr.. P.E. (System Iri .i Iq06) IQ the Global Frote:Oon Product%. LLC Rule Chapter No. OIG20.3, Method iD of the Florida Dii-partmou; of Business and Prefossional Regulation This igoducj is tieing b'sued an Eval"allon Rvpctil ittla 1`1411,cllui)d halWIM gild h2l: been vairified for compl&aince Ln acciardame with ft 2020 SovIlinth edition of the Florida Building C*d--, and to wenfy libat Jail prWtict is for tM pu,paso intended at Insist wjwv,34orA to that required by Vic Code, This Ptodwl Evaivabo-i Roporl shale be Subift-t to review and revision in case oll as aw ldlrq ,-de dhjnqm that may, aqpd 11s; ha-mallons and woditiorks 2, EVIL)ENCE SUBMITTED: 21PROOUCI I' .VALVATION DOCUMENT (F.E.0 Drawing No. 20-11!`5. tilled '24 GAGE GALVAINIZED STEEL STORI? Pilli 1,,IO�016 1 thfu 18 &f Is WvpsfW;Iy Tiltecio, Inc., siors(A ana seali.. .'alter A � Emil. J, . 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"\ ,, 1,k T.•It. w_Xe 6IiIr 1 i -- I I i i= I � / __ I I T I . T, J911 C1v1-ft'*- . - i i . - - . "f- I __ _� \,-- � , � I w4w IWO I i W 1'1!.' & I:" ' " - ' ' 'r "I I �r�V_*y , .:'r , - .� I � I I Qg_[__C I 7 .1 r -- - ' r ! 1 w-.-,,- - - - �_ . _ . I ! . �F, � I I "-I 0 ,-, ;:;_ 1� r �.- - I : Ir- � � 4- I '. - -, � �I, �;k L �,,t 'I-, i I el, I I 11 1 i . t.�-,,. r�z - I! I , - = "I. ,- III . � I - - ? ''1a, ;;X �t- TLOROA ev�kC,tNc I�V _142), V*1"n 14�r%,7,. L"#)! � I ___ -c-I I I"- - I .. Iz*C"-I #I.,,, ft D ,:..=.tr�r=�- I= _ �,."" ,-1;,167 'I., i N� -" I X W_ - �� -, - - , , f I L :10% PAKI :,w I 1� _1*01 " UOMIL, - It AL � I I I 1"�[jE ____ - --- I - .- t"Wfurif I I It.-$ !__ � 3 r 41-_ .. -, " '01 C ; ,:AC�BAI- PJt0lECT*N PROOMTS, L.C. : . GC-ALL.1M_XAU&JMWW_ AT TOP _ ,li 0. 'r, t "i - t, *�" -0 -,. - , - - �.�T . �:� �,'. Z , , � NnQ*_TWK"JACEW JQLMWCQ1*=_9M16 V, �, , I I S Riti , - -, I , ___ � -- �. I. - - ,_, -, =v --� � - - . r , .z 1 I— ,ii.-.4, ,',_-1,,6 ! ' j . - I �_ , - -.---------- I � . I _ .__ .: � _�7 .i rit'i-- , � - 1 "�- - . ,I. I Pftt]Dt:(.-LLIAII-U.,-LUW'-ifki'-',V, it-071--W 22 TEST WORT'$; Large miss to impact -O&LI lf"StS WWO p0ff0ffnC'0 Unai4r SSTD 12.99 standard as PO4 seritun 1609 1 2 of li've Florida 8vildirg Code Une:>rno slavii toads as per C . am-flirin 17M A It "r AgTli,ii 9.1'jo Tairt ropiont prog Arad by Arnoti,_-Lin Tipitting Lab of South Florida. Rftpon * fffJiA,o,, _ui dated 03M 1,G2 witnessed by William R. Mehiler, P.E., ETortz Maroir P E. and horn hattem. P E. anic Report No 0210 011-09, dated February 26, 200F, signed a,td sealed by Edr-undo. Lairgoospadn. P.E. anC Henry Haltom, P E Large missile irillim-n and cyclic 104-dinor, per Protocols TAS 201 & 203 as per section "50A.2 of the Florida Buildirio Cxide Test Rapoirt prilrared by Amercon T*At?rV LA) o'South Ftorithj, Report No 1123.01-10, doted Nouvriribor 23. 2010 signed and sealed by Jvio E. GorlzAez. PE ToInsile ".,open No 9CM-198 by QC WititaillurqKai, Inc, o.itod Match 13. 2Ocg. "i,t'M And sealed by Frank Grate. P.E, it,. pmr ASTM E-8 and Tensile Test as , � - � �!' 'Acitemurgizal Report NCI. 100.-1318. dated Decoft'04�e 1. 2010,AVnod : -_1 I- .. 0-d by Joiry Jec<;fanci, P E as pee, ASW E=8. 2 3- STRUCTURAL ENGINEERING CALCUL,ATICINS: On 24 GaV Galvanized St" Storm Panel for magallium panei iongth Sift cleOgn � wind load, as well as maximum anchor spa--ing vs, clo,"n wind load and panel leinglh based on ratlonai and compurativit anotyllits. and in accordance with section 1604 of the Florida Suilcirg Colo -,Mc---jai ora prV94ourd by Tilted, fat: , darted 12/111W10arici W2713 (for 1h.s re-visioni signed and ruia6-Mtry Waiter A TAld, Jr, P E, 3. MISSILE IMPACT RESISTANCE- Lo,A, m-,:�!q Prnp.a.-_�� uroof.ec�Inn 16091 4of tim forda Eu:kljrg C,xle asp#iir SStC, 12-94 Slarx!law aril TAIS 2,N 4. WIND I OARS RESISTANCE: .:rt ).. (_-livaii ?e,t _',Iee; '-to,- P.Inqr haf. been verified to suilitain wind press;Ixes Maxinium paned lun,)W shivi be as trid"lled on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Eva$jatron Document (P E D I. drawitiq No. 20.1?5 Maximum Anchor Spmingshall t)ea,,qindr-v,edonsheath 5,� 1i),11.13thri16 and 18 C" 18. or Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Strait Sloan Panel has t"n "Tilied for code wn,q4,ti to work as a nen-Dorous storm shutter 34seirb3y, as pot SSTD 12-913 Stariedard "'kIlIntfoo�r, 0, Q ;i, lj� .'N,, " . ,. , I,- . .1_1<� - . - `0�1 " .� . . . I - I - I- - I r, - t � P' . - � , = . - i " z , ,- . LUI-l.UlAaLVALL-AIIO-'SKF"MrM M-42U= I 5 INSTALLATION: ln;utullawn stritail ot ;;.erfornield sjrc:jy in accordance with detia's indicated on sheI*Af, 3 thiru 9 12 ltiiu is of 18, of Produel, Evaluation Document (IP.E.D.), drawing No, 20, 1 7S Minimum separation to pms.% abafi ba ot, u Kji"tvk! vis sheets 13. 6 I 05 14, 15, 16 and '8 of 18. of Product Evaluation Document (P,E.D ),, drawing No, 20-17 S. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS. SrIhli be f,tricity in, IttwuWilincti i,jith 30rwtif %uWs a,j Lotnptineuts,i i,,t.;iiriz: .)ri sheet I and 2 of 18, of Product Evaluation Docurriont ,P,E.D.). draWri No 20-ITS", Anchor specifications t h.,ill be as inatcateci on sheet I of IS, of Product Evitluatitin Docull,in-A W F7 U ?, drawing No, 20-iI75, 7. LIM!7ATIONS AND CONDITIONS OF USE: - ., 1 Slim! "A Al"lly in 00ft-0`811frZ "I-th, Generoil Noloi-Na. i 8 thou'4. irid;cwt-d Otr bheirl I of IS of Pfoduct Evailustion Doeolnem 'P. E D.), draw-ng No, 20.175 y:dcpaWi by I ineco, Inc W'xl SW-00 and sesied by Walter X I u11. Jr P F 72. Prod.,id shall not be InI;Ij-*w within M*H VELOCITY HURRICANE ZONES as cafinind on sectlion 1020.2 of the Florida Buill Cade 7.3, Product shall only be irstali,e< into poured -:,oncrote. yoncrete tiocx, ji;, wood frarne s4ructunfis PriodLicit Evaliujilion Report pneparW Dy matter A T4111, Jr.. P.E. "Florida Licorm No- 44167I, Presiilitni o! Tilleco litic IFlonda CA-0006719l, I , with I I n, Tt Trec, AOW-1 "000" I i' L IRL-041 211 I C;.Vb^. GkVAFIL=� $-;Ft S*UU# VAMI, L "Wifor #;% li?&l rd pool I I/A. 2/4, 3/4. 4/4. VS. 7/t, *114i 2wI 31111/10. 4W/10. 4/5 Siftpo. sw/tt Ar ?W/11 r* A �. .0 W101"I �40 ivK" ul $4�11n*.0 .�ft spql_: 0 * I � i" � I- it% , . I" .`Nx UX IT.-IC114 I�, - uvr" ,a & , - I W% . - _ - . I I I � - -, _ _. ,- ___ . ..... 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W/ sofc`Pc 0twIrr', rW I 1�r", " r C"k I --- JUN I 1 _+_ 0) W r- Cn - M (D -'-- -0 > c- 0 = Q) c 1 -0 " (a) k (-) = 0 (1) Q_ 0 L_ = .- Q)) k •(-) (1) i -1 (a) = = M -M .- (n 0 7D _0 = � 0 -2 - - L_ (a) 0 0- = -2 M C:) > U) .- L . cii- (Z 'M _+_ [-- _Q . �� cr) < _ VIRTUAL REVIEW A��Sl�,l I 171- AkLA Virtual Review Assist, Inc. \'IV - Plans Review completed anqApr ved I- -. - --.--I oo� .-4.0.- for compliance with the 20,20 FBC th . 1) () M I . -, Edition by Debra Ann(-_ rvoill o - -, � I � . r-/\ L. _11--lool'I` i ,"111,41104-.1A 1� W-.Cp 0 III , r - " 1 '.4 -+-j W . � � I I L' j � r . - - I [ :D (Z - 5 ; I - I � I.- ,_�- M I i .�. _. , 4 , I I . �MnC� - C"""""""`B 0 GO A1,1�ooloi i #4 !I 1, , - I IL CL * . _- . - 1 4 � It ; : . 4- poaax _f .71'. I I I C/) 23- ; lut LIAWNC. s 4 ; i r" low 12� , . I 6 . i : ! < Ii I , . I : V I : . - - -E ;Al�i I I- 5 � * ! (1) C) I 15 I i Z3 . : I , I A , 7 it � ; I .00pair , I � � moll 0 . � . 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J*T ASG 17-01 b, bact-or" ?~Q Inc !WW V, _4sattcs K.- tIIw,I ry"lo'! *t.-h 4%1APPAM Pro pfdUC Iksbwf-d On ,,�Ijwativv arPtmPxrIA4 sr',P" 1,1,3"ilsp the toko" drismir tiff" mml,mam Q^. -1 flw *D- 4 AlwNy Spar'-4 A.1-1 ;06otf--;*:u Pas—, F#§J7Ga 1144" `V'41 1%4 061,0 1 11166! 146 109,44 1, 1, . :''LPN IIIf.1%Lj 11-111 g: 7- so" 'A F Q* _A fsa-".Ny MA !wvM 1tv vot..." C 0itac GLOBAL PROTEST ION MODIUM. LLCI 4_7 Nm 32% 4F.Cloa" M Alb)"At" usnis P.&S u-I iAw&j 0, tfv 1303*M %4 r04 Wl,-I*a &Ovw~ 44F 4L_4,. _4,oq_-.4 0- _ft4r, Al 4 ___ A 1 M6lnw1M tormi- Impacr ResIsfance r'Vwd Load Rovsfarce III , WV I dou'),tw to W.7&t 91-A KDAM ft r-,bG*t*J In Is. Sful Sche-3.40(s) an (30 fismvr Installation IN, r..dod v-, -Airtird . s4rcf --p-,- PIrlmd-f Evs4.b- 0—Pl-4 pr.4"j CWji,,_ mm" V s,%wiP_ _r,fj,@ pt,xA XI W. Limitations & Condiftons of Use: Av %wVVAq ?RV% irvowes Shoo be *001g"d so ,""It *%2wrrwv;*A*0 wo " &ha4 t)9 CA a wPor-ol Hi Ifin III I-PAIC"Ir wit'rAss Sorw4tAlp VW tw LkIrmisiProa %v W a %ft sowhc thnft trt 4 ItIbIstolod prolosiWiftal 4i4 a♦•r, - — �aw -01 d_�ff � -2 T..-. C. -Akr-. *In -_ om"i %v srP. V-SN. a� ftj%4v rho 04-tp. VP,� '-Prxc A" b" (MVII-2 w, Itull, P�j t'jini ItimI-sard- Pit 1w.Ir4E(*#s#G EXPRESe .1`1 - . -V,14A i - ALA 160 Sw 1=A )34o' 106. DOW".2 FII 3 4 0660 1 (61115; 396 9999 ..tit A Ty -�4 Ara Ole CN ID—U—kl 0_f Q R, _$ E_ R 'I E _E_pZ A A_N G_ T Q _RR__PA_ N EL 1 R0JRF0 CON-CRET.L. -C-ONLRETE . WCK_AN_D_W_Q_QD_ __S_T_R"_T.V RES LM t A- F to Is it T IA I WA Vs lt KWI 0 4019H LZ I I r w AiR.x s , L � I � i 411,14 4[1 Ij LI W- f MAI I W- AU /\111.1ERICAN SHUTTERIS AND GLJ\(—,,(.; j� D �,T E � — ;-�* I. v� rt_ HZ I J,' II.:I ;J,, J:, W "_AL MOUN ELEVAITON �nl q x v 2A tA-j 114 1 VERTICA; MOtiN`r F 1 (NOTCHL. J- VW 1 7 r WALL� MOUNnN &Tf RNAIn-vag I 104, D. A V�R L D, lt. C-?4 i W.,, 9-1 1� YO 01, T 11DE 0,,, C4MA, F*01ECTION "IDMTS, LLC,. MAXIIMUM AFt[OWA8S1 E DESIGN PRSSURF 1N N07 A,r 11,1 Av 'A t T t ir: jvl "A�, L L It r I IL scr vj 1AA,L' rc 71 VISIT KALI— I UAW 141ilsIMUM ALLOWA&L ii'AN 5CHLL)ui TOP QW0 a ins P, :1 AV I" SPAN SCHEDULE NOTES' two F rk s.* Aso. zXPARAT10% i OTES: .0000" F4:.�,� MIN: 0 kl' V. QQPr I I r DQtJAL 1f4TLRj0R_FA1,,_?U41NG_ ETAR to Cie Ii tA uj x 61 Its,' Igg IY >LIPT12hAiLr > 0 0 CZ CIO 0 O Cu -0 C:) > E 0 ca- Cn .0 4 T I11ZVIt11-I'wm t'T Ilk 1 W 0 I?t7I -4 _' r r PAW Its ZA 16 axx,=1 Not. mw cc x ID "w f veto 4—. ICW A -► _2*1 �VPSP- T-2 ail I Inc. I ll ,Assist, j IJa L Plans Review completed and appr \A1ith the 2020 FBC Tor, Cul I I P1 I CI I I EdItIor) UY L-11--1141 ANCHOR SPACING SCHEDULE: C911110 VIM t"A s`Y1C 7 tn (D !a7 1-2 to G Is t 'Jz- 14L '4 17 - Cz 4 > pr, IV 0 I c E ;Z 5. U.N& Pit- tANU ANCHOR it Or t, s Ce 4. 1 P A w tatSj a Y _wQ14sN A4,, (D U) wv FuIC, j 40 A Plot I -0-C C1. NIL113 -1, C ow) a it .1 LI-C" 110 -XI C a 2 0 - 3 t!r4 3 $Is iq."u W1 4=41—f RR€�rif$e,C'>wSI Ps' -SHEET NO. SH 1. FOI-D UP WFATHER RESISTIVE BARRIER TEMPORARILY SECURF e&A Iftfi HL-SIS I Wt f- 7iARRIFR HQUIG-1-1 V- WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR 00t-NING REStSl I IVE BARRIER STR WOOD FRAME CON, Z' SLOPE 0.1 in : 12.0 in R703 1 .2aneral Pyterior walls shall pirrivide the huildin() with a weather-irpsistant extPrior wall envelope The exterior wall envelope %hall -C3 >. TAPr EXTERIOR SHEATHING SELF-ADHEREL FLASHING IV4-- I" RF AD OF CONST R BY I APPING CX)WN ADIHESIVE TO BE AX`F`,.E-D UND["� I Ti (0.6 crn . 30.5 cm) SELF-AUHLRLU FLASHING include flashing as described in Section R703.4, OVFR RIM NST AND t IP iRr st ioi r) or DOOR AND 0 0 110 WALL BY b IN, I it i Ul IN UP JAIV-113 6'�Uti` LIQUO NA$L t5HANU URECa)ALWtA !I t-ItHl r=XTERIOR R703� 1, 1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water PROOr CALE KING [--CEMT. FIN, within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 40 CO WEA tHER RESISITIVE BARRIER BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. Co 0 SFAt TOPS OF JOISTS� LINUER L)ECKI-W > WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 0 t L SUbl-LOOR (';FF DFTAII WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 25- C= C U. SELF -ADHERED FLASHING with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other .0 0 cc 11EAD FLASHING TIC INSTRUXTIONS- approved materials shall be installed in accordance with the water-resisfive barrier manufactures installation instructions. The No. 15 asphalt C) > -IN 1 , Cut, fold up & temporarily secure weather RIM JOIST felt or other approved water -resistive barrier material shall tw continuous to the top of walls and terminated at penetrations and building 0 THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. a CL MEANT TO 31 IIOW OENEFkAL Fi-ASI IING AND WATERPROOFING METHODS TO flashing installation 2 Spff-adN-rod flaShing Plus head 114thing tiodor weather resistive barrier 1 3. Fold barrier back head H2 R703.7.3 Water-re3istive barriers Water-reisi3tive barriers shall be installed as required in Section R703,2 and, where appW over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layars of Grade D paper. The BE USED. weather resistive over flashing IV* 2 2 individual layers be installed independently that layer and Seal with shall such each provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ---- -- -- SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW wpol SI=-LF-ADHr=RED FLASHING WP02 SELF -ADHERED FLASHING CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. CXTCn10n $fJCA7IiWG V4'- V FW AD OF CONSTR MSTALL GLLF-ADIIERLD ADHESIVE TO BE APPLIED UNDER P ARMIUr. bNMR X �12 MECHANICALLY FASTEN IF RUBBERIZED ASPHALT Pl'AL NEEUFL) IN CORNERS ASPHALT ADHESIVE Ar))IFSIVF THROUGH $ELF -ADHERED R703.4 Flashing. Approved metal flashing. vinyl flashing, self -adhered membranes and mechanically attached flexible flashing 5hall be applied PLASTER TfiRrS1101,0047 (XX)RANDRUTURK I LAUMNU !�LL UP JAMB 6, USE LIQUID NAIL BRAND FLASKGED =N00W D FLASHING SELr.ADHEQE0 rLAsHiNG shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes A2 WL DAYLOX CMU - MASONRY M OCK FXfREW REFER T11 11,CHINICAt OR 17COLIAt WI7ATfJFR PPronr CA01, KING 'ICE DET used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the I F I TER ON GHEM";A1 SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW COMPATICILITY RELEASE PAPER Self -adhered membranes used as flashing shall complywith AAMA 711. All exterior fenestrabon pMucts shall be sealed at the juncture with FASTFNFR W, 1) SEALANT AT $ELr-ADftERED rLASS"NG - 81-ti-A-01-trH �'KASHIWi. the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and JoiNT 4) SFAJ ANT JOINT WINDOW BUCK TO OqTSIDE EDGE Of MASONRY CXT[NO A hiftfhlk)m,� VE 14 T IVAI I y I�RDM aE EA�E PAPEA TO I xr,0111 AD-4LSJVC AS Sl�rWN contraction, ASTMCII 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior finish, Approved flashings W0&V,JW BUCK wall 2) SEALANT JOINT 5) SrAl ANT r��. INSIDE rrKY. Or THRFSHOtD shall be installed at the following locations FRAME AL!�(= "NEXNV BUCK WINDOW BUCK AND EX I END 10 SEC TIMA (SEE DETAIL WP02) 1. 1I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface cf the exterior wall WINDOW FRAME MASONRY--,__ Al I A13+0 PER L finish or to the water tta -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically a ched flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall Ue installed in accordance with one or more of the 6) IOOLED SEALAN I REQUIREMENTS BF AD RR"ING 2) following* s ANO, WINl`X-)W 0 ADDING FRMF 3) SEALANT WINDOW FRAME T NAI IW; F i AW �- 8FIF-ADHFRFU)FIASHtNG- 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration WINLW)W BUCK ALL I HE WAY 4, manufacturer's instructions, in accordance with the flashing manufacturees instriulictions. Where flashing instruc:tions or details are Al tOUND. V4CLUU0*U 04LL- (2 DO NOT FUkSH OVER SEAL TOPS o: x=xsTs UNUE It LIECKIW� "6 not provided, pan flashing shall be installed W the sill of exterior window and door openings. Pan flabt*ng shall be 3eived or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM NAILM 8 HAW* (SEE DETAIL WP07) 2) 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. - 1.2 1.2- In accordance with the flashing design or method of a registered design professional. SCS 06_flS CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 ';FLF-AnHFRFn F1 ASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING WP INSIDE 06 1.3 1.3. In accordance with other approved methods. 1A In accordance with FMA/AAMA 100, FMAI AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE V V CORNER 2.2-At the intersection of chimneys or other masonry construchon with frame or stucco walls, with projecting lips on both sides under stucco copings. A\ J U N 1 1 2022 I ii-Ground 3- 3. Under and at the ends of masonry, wood or metal copings and sills. 4, 4. Continuously above all projecting wood trim. SHEATHING 5 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frarnel construction. 4T UAL HEVIEW ASSIST clqview S ro. 6.At I wall and roof interscctions. proved Watut Hesalant bufmi 7.7 -At built-in gutters. 0'e. J t JAMS. SILL AND HEAD DETAIL APPROVIEDSHFA-TUNW3 V= 5F1F-AFJfiFRr,0FtA:-stt1 W3 Lath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL Klahr PX2'00 APPROVED WMEWFIAP PATCH STRUCTALATH TWIN TRACK 2.5 stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3WCEMENT PLASTER i2mit (minmRYLc*rxrw-mr APPROVED FLASHING TAPE DOUBLE -V'SCALANT SOCKET WITH TOOLED APPROVED SEALANT J()IST SINGLE WOOD BEAM 7/8"Cerrient Plaster in accordance with 7/8" Cement Plastw JOlSr BELOW SLLF-AUHLRLD FLASHING Fouf1dalKXJ WWI A ASTMC926 in accordance With SELFADHERED FLASHING 4 ASTMC926 (2 Felt backed metal lathe in accordance Feft backed metal SELF -ADHERED SELF -ADHERED (4) with A STIVIC 1063 lathe in accordance FLASHING FLASHING 20 r 5 with ASTMC 1063 Building Paper 0 Building Paper 7/16" O.S.W. sheathing 7/16" O.S.B. Metal sheathing SCS N 02 WINDOW FIN INTFRFACF WITH SELF -ADHERED FLASHING WP07 SELF-ADHERFED FLASHING OU I SIDE CORNLR WP08 FOUNDATION WEEP SCREED W P09 EXTRUDED SHOULDER DECK JOIST Flashing Weep Screed co SELF -ADHERED FLASHING 2x FRAMEWALL �.s wi, sAF LEGEND Installed As Per Manutact� Specs. PRODUCTSDETAILS TILE FINISH t SL Lt- ADOEHLE) FLASHING ISAF) Maintain Stampede or similar Bottorn (D < DI iAWAGE KL-ANLVYRI3 F)RArNAGF P1 ANF IDP) %VF'A T) Ir R RT' �ISTAXT I of cauk bottom Weep Scfeed joint onl�/ Lu RARRIFR (WR81 BC"-) RRFAK WFATHFR RFAISTANT RARRiFR 1 1 /T to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 11r DUROCK > 60ND 3RCAK WRB sri r runRiw� (sr,- P1 ARTFR ACCFSSORY Above Roof Weep Screed Installed As Per PCR THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 4" PER PLAN A, 2� -,i! 'Alt) SHEA1 HING.'QW-, 0LYVKX-10. DENSGLASS J ArfB u-NTC Manufact. Specs. ICU > Refer to the number marked as 0# in each detail that corresponds to the V-0" PER PLAN 7 1, IF vi- RI I(Al N� �RFA(.F TO Top nF Cement Plaster 1/2" Cementitious Decorative Finish 0 nurnoerea item in tne list of instructions Delow: T> �LAN(R�ASANAW in accoroance A SLOPE bARHILH INCH F LANGE with ASTMC926 All inside and over wood 2nd CL 1 Install self -adhered flashing in oirdef as shown by numbers 81, CMU % outside comer will floor 2. Install flashing and weather resistive barrier to form water shedding 4"OR 8' CMU need to be mitef laps IJ cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)-, Z Z < ---STRUCTURAL FRAMING butt joints need to 4. 3plit the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT cr_ Lu Lu THIS GAP IS A RESo-T OF SIHVCFVl`-tAL ISHLAIMIW; PLASTERSTOP- bpratilkind imno %mpede (x sim. caulk for aN 0 minimize scoring cuts U) NAILIRAL SHRINKAGE 00 NOT SEAL. 5. Remove an release paper per standard installation instructions and U) LIJ CONTINUOUS BAC :�--DRAINAGF Pt ANIF vM \ adhere to substrate using a square piece of flashing material (6"x 6" Minimum) SLOPED MUD BED 0 W W ix HOD h Si -Al AN I DRIP SCREED PLAST C Ki km I hf*,AK VVKH ACCESSORY 6. Fold as shown by arrows rM W I ATH Cn 7. Angle of comer may vary, adjust folding of the flashing accordingly to uJ U) 3� 0 ICU fit tight to comer VINYL SHOWER PAN CJ) Note: A. Mar-hanimlly fasten as necessary SLO-P-a , I % I The building paper and metal lath must be ILL! Cement installed over the top of the weep screed. Plaster 4 6FALA1,41 over block Ist floor Z Z < Al CEWENDIIOU,�3 FINISH -J SHEET NO. SHOWER Sl=-AT WP1 I ILLVLR WP10 WEEP SCREED DETAIL SCALE: NOT TO SCALE W P 115�n n IP hoLes (lc �,389 owe 6 `12 8��r�j N 11 (3 Or J G."