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i 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: 1.0 CLIENT CHANGES CS COVER SHEET AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING N AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN - N 2.0 A/C - AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A2 1 STAND 2ND FLOOR PLAN *•-' ', ' j s z C° N 3.0 MASTER CHANGE UPDATE ALUM - ALUMINUM # -NUMBER AT - ALUMINUM THRESHOLD OC - ON CENTER.. A3 STAIR DETAILS < . �z'" c) AB - ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR - ROOF FRAMING PLAN - `" � 4.0 PERMIT COMMENT REVISION AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS & ROOF PLAN r i d :. -� co BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS 5.0 TRUSS CONNECTOR REVISION BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS - Q BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES.; fi 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 BLDG - BUILDING OH CABS- OVERHEAD CABS BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 S3 STRUCTURAL NOTES'�� FOUNDATION DETAILS z Lu BRG -BEARING PTD PAINTED ` _ - BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS (v� , - =O S5 STRUCTURAL DETAILS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX BUC - BUILT UP COLUMN PERF -PERFORATED CAB PLT 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS �_ ; -CABINET -PLATE CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC SS ST RETRO FIT DETAILS STAIR DETAILS �•i� ' � � ui 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT CLG -CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO '� ° CLG HT - CEILING HEIGHT LB -POUND JOBSITE CONDITIONS S11 PRECAST DETAILS7k ul CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT S12 PRECAST DETAILS - CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PA 1.1 PRODUCT APPROVAL PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL' CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL c`15 CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVALul � CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL ? 0 o o _ N ci M CJ - CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS-- 0 � �. } M 4- ° x DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS O � a to V DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E :c o DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS .� 0 2 0 o DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS .c ¢ DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS _9) �N w QN U V DW -DISHWASHER SIM -SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS L � DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP 2.0 WATERPROOFING DETAILS a a DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS 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 EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT -EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE 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, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS ° vi w FR DR - FRENCH DOOR VAC -VACUUM W ui o w ~ ¢ J x ~ z 9 GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W p W 0 2 ¢ o ¢ ¢ � o o � ° 3 GA -GAUGE VERT -VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q U Q a x z w o z 2 O � ¢ F= �LUoZo�oomz-n GB -GRABBAR VIF -VERIFY IN FIELD GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: 0 0 p p d p Z o �n�a�inwww5wo�<p�_, ¢ C ¢ o w ¢ z w z owv ° a GLS -GLASS V -VOLT LL o w g Y ¢ ¢ GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: z° o a ° o ° ¢ u- GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD -HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT -HEIGHT WWM -WELDED WIRE MESH HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O 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 - LAM;NATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING O LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (n LGT - LIGHT A.5. DOOR OPENINGS: O MAX - MAXIMUM A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING _> co O MATL - MATERIAL MECH - MECHANICALRER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED 0 F- M O Q � J � j MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR a. (n MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR Q W Q U) I- W 0- co o- 2 v- z A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH 13� O SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Q >" Q Z V SYMBOL LEGEND. B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND Z �A = STAIR CALL OUT HEIGHT OF A13�-SHEET NUMBER STEP DOWN F 1 INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES Lu J O O (O SEE FOOTING AO _ FOOTING CALL OUT - STEP DOWN ARROW SHOWS VIEW C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR qql mi SCHEDULE CALLOUT DIRECTION OF ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR DIRECTION OF VIEW MARKER O = KEYNOTE CALL OUT C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB N M c 1 ELEV NUMBER A9 ARROW SHOWS - UNLESS OTHERWISE NOTED N N c-4 O O !'D N N 11 PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE 4 4 qO = OUT - SEE LENTEL EXTERIOR 1 ELEVATION MARKER ;SHEET OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N 'r- <� SCHEDULE All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE o 0 0 1; NUMBER ELEV NUMBERG. STRUCTURAL MATERIAL ABOVE AS SCHEDULED DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND U LEDGER SCHEDULE 4<Al52 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE O O p ARROW SHOWS LOCATION OF CUT DRAWINGS. 00 r 3 DIRECTION OF VIEW (o 00 CD o o co MULTI VIEW INTERIOR SECTION N N N N N 0 0 0 0 0 0 0 ELEVATION MARKER MARKER APR 08 2023 i � N N N N A O O L6 O O O N m 0 0 0 Cl 0 O O \Vl A CV U+ i N co, �Lo CO I` Ylftllal Review f§,PSIS?, iPt `- mq- Plans Review umplete'.1 and ilpprcve% um) tnr comp11aACl' w 1h tIl: 2,1011 Ff'3%. ?ti. rd:tli '�\ rn 0Wfn LE N NARSM -i-�+ W V O }I 0 U0Q �� 0X=2 � ff- 0 ZW?� r =moz Q LENNAR TAMPA DIVISION ootw � N 4600 W CYPRESS ST SUITE 200 0° CL2zw TAMPA, FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS W o�<Z o Q z U) IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE - Q Z ~ 813.574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z S LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT g HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL , SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 0 •_l -� �;' INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE M� NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z z c s DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL I CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE o 2382 ADS INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT Ii,\TE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK Mar. 26, 23 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. - J COVET: 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/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB L = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 2 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN 6 REF 7 WASHER (8 W/H �9� UNDER SLAB ELECTRICAL CONDUIT "1 ) LAVATORY 11 WATER CLOSET 13 BEARING WALL (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SO x 16" DP #5s 6" O.C. EA. WAY (D) MONO FTG 16" x 12" DP (2) #5s CONT. EE MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 330" x 16" #5s 6" O.C. EA. WAY DP APR 0 8 2023 n a ;Plrluzl ?'SIC. 0 i i3O tits-.- „ .-i'i^'•1 r t. � � .. FOUNDATION PLAN - ELEVATION A 1 /4" = 1'-011 CM N O N 0) co ,�, {i" -✓- .. iI In i 00 {Lo a`, *k t. Q _ F. $ 1r Z w w 0 z ^N` o LO 'o W L 'i U 0co- v � N } N � V -0-c- w m A z Y/ :'c o 2 o Tti1 V_!w• o y.. 0 •� Q �L o 0 Q U •N � ■ w QN 7N V L o E � a m W w W ow wx LU ~Q ¢¢¢ of =) xu-w CCOg Z o Vou-jo 2Y oYZ Q U =�zOz< og, �v)aowo2oo°z~ mo,H Z) w p�wcoOU)wHo~w Q Xm¢= 0OZ zZw0LU Q LL _ OQ =0Z,O _w LL ¢ O O Z CV O� U) ti M O Q � M � i- � 0- M z �LL, a' � O Z U z 3: Lu W J0 0 J N N M N cM N O N O N O N Il� N 4 4 O N O N O O O O � 00 6 � CO 00 r O N O N O N T- N T-- N O N O N O N O N O N O N O N O N 00 O, u� 00 O M r- 1 N O M OC 4 0 0 m 0 O T O 0 CO 0 1 ° N u ; 0 0 N 0 M 0 14, 00 Lo O 0 ti 1 co Z Zz O O }I 0 w (q 0 U0Z>Q � 0 � CL ^ il O CL Z W '�nmOZ V Z � W m z of�zz (c) w Og2z o > 2 Q UU)Zz Z QO Z U o g O_ m ¢ z Z J co uj MN 0 ,r-- LAST PLOT DATE Mar. 9, 23 Z O FOUNDATION I PLAN A 0 co LO A3 0 IN c0 N o � 0 co NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS o0 co 00 w� TIE BM IF AT 10'-0" m bo w �Q 13'-3" 3V-0" LO 3 1 /2" —' r- / 5068 SGD Cl) (2)2X8 HDR---y 0 BRIG WALL FAMILY ROOM 16-Y X 15'-2" 8'-8" CLG 0 N 11'-1" SH25 HD AT 7'-4" EGRESS 5'-8" BRIG OWNER'S SUITE WALL 13 -0 X 15 -11 8'-8" CLG PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOORTRUSS SYSTEM FOR A MAX. AREA OF _ % h (PER FBC R302.12)% ►♦� & VALVE CAFE �� • I ► • q••. ® .m ov PLUMB INN I 11,4' STACK 0114 1114 I M.010 W.I.C. HANSEN BOX PANTRY DRYER �! l� m 6" WALL CL BRIG • ►� WALL 00, I!LIN-E w , •� :.i 7:riiirriYi•Priiriiidi�iddiiiri4•ii❖rriiidi��iii �IP.1'hrP.:6•:•.'.Y•.•dL'.'OJ.S:�:d.�:Y.•:.2.5:LS'.Yd.'.'.SYd1SY.'.1S5.SL'.'•':.::•.4�i'1iiiriiSVdii4YiiS•iii j� • RATED DR 4" INSULATED D/H WALL .I 1�' ISTRIP ATTIC PROTECTIVE ACCESS S M S20 9j AT TOP 4" INSULATED -- -- 8 BRIG. WALL --' -- 7 42" H. � -- -- 6 SLOPED TWO CAR GARAGE -- -- 5 WALL 1 4 CPT S3 19'-Y X 20'-0" TILE -- - FOYER D I 3 2 1 S3 Up __ ___________LINEOFGARAGEIN _f5_0$'f BEN INN TIE BM AT 10'-0" PF SH 1/2 34 I HD AT 7'-4" cn _ TEMP. GLASS 3 1/2" M m I I I wBO I a HB V-4" 4'4' T-11" I 16070 _ _ _ _ _ ENTRY 9-6" X 5 4' 8'-6" 2'-3" 16-0" 2'-3" 9'-6" 20'-6" 30'-0" FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-01' 0 ao LO S6 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE�2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 R-11 F.G. ION IN ,DJACENT SPACE R-11 F.G. ION IN ,R WALLS, JG BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. y 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. 1177,71171111111777,711 BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL 11 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB & = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) H STAIR DATA STAIR A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) APR 0 8 2023 4t uirtua `iev!?,w Assisi, ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1112 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 GARAGE DR 30.0 -33.9 30.0 -33.9 M N O N p LO � z; k z _'. w O 0 w z N n` OL0 > O N p '0 M ticy) co (n V L 2 a � rem o 0 LL o o Q U �Q _s (n LU° U Q N 7� V ME o � C2 a ^ 'a _ LU w LLI C� ° ti! LU Uj LU O ~ W FF--Q W�_j w�MYzw z it02J¢OQ�¢I�iU00J0 �— < Q U Q �— JU) u) <a' X zw 0 z M (3 W�0'twoom'C °u J_ F-¢Q U ('1 O cn 0 Z -10LLJ IL0z�0ZLLIZ0 a0Lu S9�—gwo2U°a Y z OQ ° O�QLL ¢ LL 0 0 Z W (n O M �WLL_L0 z cM 00 < Z V Z w wC:) J O A 0 0 0 ti 4 4 O N O N O O CDC:) c6 ai M 0 M O o NO or- 0 O O O O ON 1 � 00 ts7 9 M � N N O M O o 0 6 0 O O ' o 6 0 N ,^ J a) > O C; C) C:) 0 0 6 0 N M 4 to I--� CO, ♦^� Z Z O ram+ owW O,� _ WU_ '- 4 V��a F-O�a ^ i� Owl--Q TZ ZX�_ r� f�nmOZ V Z w M Z X _ZZw (D LU Oggz O Q U D Z z Z zQO ' Z U v g 00 ¢ Z Z w M W M - O - LAST PLOT DATE Mar. 9, 23 Z'a O 1ST & 2ND FLOOR J PLAN A - - - - - - - - - - - - - - - - - - - - LOFT SEE SHEET ST 42" H. SLOPED FOR STAIR DETAILS LOW WALL SEE FRAMING PLANS _, SHEET FOR WOOD STAIR CONNECTION AT LANDING `- I ENGINEER TRUSSES _ - ---- 2 1/2" DRYWALL A / UNDER STAIRS BATH Eo \\%\\\j\\�\\j\\j\\ //////�// / VA V\ VA VA VA VA V�; VA/VA/VAS VA/� xxx \\\/\\\/\\\/\xxx/\,\/ %/\\% STAIR SECTION 1 /211 = 11-011 � I i 00 CAM ED (3) 2X12 STRINGER c a d° 101, 1" NOSING SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL \ TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER- / � STAIR DETAIL 1 /411 = 11-01 1 PA 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. — —_ FOYER OVA/VA/VAS i / 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED 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 T/WALL F-- 0, Lu U ) NOTE: . 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. APR 0 8 W1 virtual Review PISSISt. Inc. plans Review co Mple'ed and Mph "Quad ca erlrl,:llance with the 1u',1? ��;s /tt �aitior a M N N %, rt co a Q s > {.' Z 'let w 0 W tY 0 z Q N c10a W L U M � Gl M N w u M M o LL o C Q tu< u Lu Q N `N1 W L Q E .0—) W W W Ld ( W 0 �- W ~Q w ; wMQ zQt Z �02 <2 �¢LLVOO�O Q U F-- DO0JZiLLLL02200E-QJp O(WOZ02E00mZZ�V Wa. W05w co 0 Z W H LL 0 CL w V5 wz UOEL <�< EL C) O O Q Z Q Q Q LL QLL O Ow Z O� ju o ()CMO- J Lq w - ti W W 0- M Lo O < zvz � W� w J ml N N N CD N 0 N N N 4 �- 4 r- � O 1 N O � N O O O O 0 co � V- M co M T-- 0 N 0 N 0 N N N `- 0 0 0 00 N N 0 0 6 06 u9 00 � O M r- 1 N O M O c 4 o , 0 0 0 6 0 '- 0 CO 0 N L0 > 0 0 co 0 o 0 0 N co d' Lo O ti c (n Z z o O_ W w (1) C.) � O Vo22 �O�d Lo ° Lu :f ZX� tY �m0Z =z r=E- v Z 3 Lu 2zx�ZZ (. W Ogmz o a v IL �zz Z QO �c U g 0L)� O Q z A3z z w J M N W ,T— LAST PLOT DATE Mar. 9, 23 Z 4-0 O _! DETAILS I II I - L- - - - -- 1 II I I I _ I I' I ---- I L' _.-1 11- V V -V FTFGE 0 foWALL STRONGBACK Ii LL BRG WALL 14'-9 5/8" STRONGBACK V_2" PA 12;�. • C p Lo D N— 1 04 \I �— - b N 00 M — — — — — — — — — — — — — — — — — — — — — — — C I I BRG WALL I I M I I I I I I I I r----- — I^I I I I LL I I I I I I ----oz I I I -- — - I I I I I I I I I I I I II -------- 14' r ----------- 78 L---------- I — — ----- ------ ------ ----------- — ---I A BRG— WALL i i l I 11 LL I I II I I I I I I I J I I I I I Lo CONY. FRAMED BY OTHERS @ STAIR LANDING — — — I FTF4G BRG j 1 WALL �_ _ __ 1 ---_�1 BRG WALL II II II I II I II I II I II I 9' 9 8" o b N 00 0 N B9 ATTIC BS I ACCESS B7 B6 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B5 64 B3 I 2-PLY 2X_ LEDGER BY OTHERS TOP @ 9'-8" M1 B2 m BGE 20'-6" 8'-0" V-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1 '-011 N- rn- c is 30'-0" "I V-2 1 CJ1A CJ3A CJ5A U=106-4 E q CJ1A CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 71 A4 A3 ¢ BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC (ACCESS 1 A1A v M b N LID —71 A2G CJ1 C2 0 - - E 2 -- - l'-0 5/16" 50 v 71 3/8' 16-0" 11 11/16" -10 Uut 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /411 = 1'-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT — 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT/ 12 55:5� i � nVA TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS1 TS. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE C UT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS, NOTE: ALL BEARING WALLS MUST BE ADEQUA T ELY 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 APR 0 8 2023 o Idirtuai Review Assist, Inc. Plans Review completed and approved :or f,,jt pliancc with the 2020 R.!C 11th [di6or 'ly "+e4ir i Awd ie F;Iahs P,0366 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar 60 degrees � � or less I 1/2 I 2/3 to 1/2 Tag line r span approx. Tag line t span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE, PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FLOC 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 109 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 00MM01 i�►�i�i�i�i�i rggV,& rg LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 L_�L_� CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT -VAROIUS MODEL -.23132 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A. S. DATE 2 16 201'7 LAN# SCALE N333525R 1 4 "=1' ' co N J J r_p` M p' LO o 00 Ln - z w 2 O w 0 z R > W `0 U N M 2 ft '' c� M V 7C) 2 W .` r OEz8 0¢ iU • •V% � ■ w C) L p E 01 0. a W W W U Wo�OU wOw m z mXLL 2¢2¢ ¢aX�x¢�U0��0 zLUomZzOZoc�O(nWaW zFLL- U -O ozoo°¢Q Z nww�o¢p < � ZW��0¢ oW° =oz ¢ YL LO ¢ s! O ZW O� 5 ti M 0 F- O < rl- LO z �. co 00Z >- < U LU W J0 O Mj N N N N N N ti 4 4 i CD � N CDO 1 N O O O O 00 O CD 00 0 0 0 CS O N N O O O O O N N N N N O O L16 00 A .1- O O 4 O O O O) O O" 6 o 0 0 M N u7 O O >j O O O O O 'It LO I C141 CO I I LO CD I I-- CO Z Z O owv� O V��a 0 IX Z�~� r�nm0Z V Z W i'2Z� Z Z L- (0W Og§z 0a vWzz .Z HQO Z U oUa 0 00 z Z W _ M N Lij M r LAST PLOT Mar. 9, 23 DATE Z 2ND FLOOR ROOF J FRAMING PLAN A ROOF FINISH PER ELEVATION 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 SOFFIT DETAIL 6 #11a1_ 1 1-noi ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE ro: ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 1-019 4 =1 fV o N N CV FALSE FOAM LOOVEROETAIL TYP E8 11-011 V-4" 1 1-2 11'---------- CV io bo v zo 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND io (V COLUMN DETAIL 9 11-01, PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" • 12 T.O.M. 15 ROOF SHEATHING (S)A23 E—MTL DRIP EDGE 2X4 SUB -FASCIA .,� 2,-0„ ALUMINUM WRAP (G) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL PLEDGER DETAIL 1I ITT, = — 8" TRUSS HEEL CASING BEAD WITH WEEP HOLES OVER FLASHING — ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF .FRONT ELEVATION A 1 /411 = 1'-011 A5 8" TRUSS HEEL ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY________t Ah ELEV AT 0'-0- 12 51, 7/8" STUCCO J OVER FRAME CONTROL JOINT v io 1ST FLOOR. GRADE LINE-71 DREAR ELEVATION A 1 /8 - 1 -0 M ti 8" TRUSS ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF GRADE LINE--/ RIGHT ELEVATION A 1 /811 = 1'-011 12 51 16-8" 7/8" STUCCO J OVER FRAME CONTROL JOINT w r CV = z ELEV AT 8'-8" T.O.M. A/C UNIT 2'-O" MID WALL AND PAD WEEP SCREED r` ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5 )�E�IELEVATION A 4" SCORED STUCCO BAND INN - ININININI . MINININININIMI A/C UNIT AND PAD A 16'-8" CONTROL JOINT - 5/8" STUCCO - OVER MASONRY r` I 2'-0" A/C UNII AND P DI I 7Q8iY -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED -0ll 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 6-11" i. T-4" \ SLOPE 5:12 SLOPE5:12 SLOPE '(_-5:12 "APR a'irtua s`i11v+ ew Assisi. Iuc - IS ' 8th' CCMil Iz71C and 8pprOV2Sl f ' IulMice vi,%011 e 2 211211 c it 1=��� �11f �t11ti0C 15'-9" 1'-( 0 CV 17'-0" RIDGE VENT SLOP 512 I 6" — — — — — — — — — — — — I I � 6 I SLOPE SLOPE I 0 LO 7'-0" RIDGE VENT 00 1 -0" 2,-0„ 8'-1 5/8" .12 2' kS OPE512 SLO5:12 P � o - 0 L — — — — — ------- C°— -- 6" SLOPE 5:12 16'-6" 1 ROOF PLAN A 1 /8 - 1 -0 0 N FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS, 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMS CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SO. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT " SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT M N 0 r M LO ° A.. O co w 5; O w 0 z Q E �� o p M ti `J� M °' +- M Z) a N V -0 � � � M L p O 2 o o s U �0 (< - 7W L Q w v 0 a wLJ 0f 'VWO Lu W QWWUwgYZ x wFQ 2 LL� LL Z O oO0,o QQ U F LL oNzmoc�J Dwz� acngoo2ooZz fA Z �Z 0- a�zYpzL0 a a. OWg�PZwwLL¢ 232 oz a LL.¢ o QLL O Z CN Off_ D : ti O cM 0 Q cn M � � ti z I— W 0- cM G 00 < < Z U w� W JQ O N N N N N N cq 4 4 o N O N O o O 0 o 06 0) com o0 0 0 0 N N N N N 0 0 0 0 0 0 0 N N N N N N N O 00 00 M O N O O W N cM O O 1 0 0 0 0 0 o cn N j o 0 0 CD 0 CD 0 M 4 6 c- N ui I` ' CO 0. Z Z wO O _ 0W f-a O vo�Q � C) LuH`C 0w Z ca0Z v Z 3 J ��zaf �ZZw O Q U) z / • • Q Z ~ O Z U c� g Oo Q z Z Z W J Wce) M LAST PLOT DATE >qr-- Mar. 9, 23 z 0 EXTERIOR ELEVATIONS A & ROOF PLAN I 11 11 ._ III _ I 6'-7" 4 P I B TO 2ND FLR ELEC WP v GFI iv A/C DISCONNECT WP GFI ROOM / C� I KITCHEN I, GFI AT 4' 30" A. F. F.;4 u 1 FOR HOOD nll IuII TO u ISP n I g u no �J • N Il o 4 � DINING \ ° ---- u ROOM GFI AT \ 30"A.F.F.a __DW a Pi L T-Off 4' /4rvi / GFI '2'-3" ANTR� TILIT GFI A A - WDR ATH °' C./ M N 2'-4" 3'-7" LINE OF FLOOR I ABOVE I FOYER o I N GFI I I o 4'-5" ENTRY 6'-5" OWNER SUITE (�FI (W LIGHT AND _ SWITCH IN 0 �.T --kg.ATTIC i ELEC---��� ��r PANEL 110V CLG MNT. i OUTLET GFI GFI i I i i I I Q c3t� I I i L I FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 METER LINE OF ROOF or7i rktAf SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES.. AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST S 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 S1 RICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE, 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets 1 200 11111. 00 AMP #12 copper to 20 amp ckts #10-2 copper to WH 10 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN � 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS APR 0 8 2023 s�Y , RL/i "'t r c S i t jr r •.,� ParIS P,FVI$W C0M',JIC:•_':! our ,-I f;:3 11r� ul7r comphance 1^dill Li+r_'v k,y Debra ki ae ktailr P42"Ji"O, ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S C—SMOKE DETECTOR MIN, ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 11 OV 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 SWITCH AT 36" -- 3 WAY SWITCH AT 36" -64-' 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {}- CLG MNT PREWIRE - FIXTURE BY OWNER 4- SURFACE MNT FIXTURE _(; _ WALL MNT FIXTURE l NOTE: C, 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE C' 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS iC' 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C 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 MINT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 24 ;;R 24" VANITY LIGHTING 36 =7� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUSTFAN �j DOUBLE FLOOD LIGHT W/ COVERS AND L 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION © ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR ED A/C REGISTER (TJ THERMOSTAT 12 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. �1 M N cli 0) t „�... M C) 1 r,C tK 00 a ♦ LA) V a a. LU O w it 0 z a to �I ` N LO C E L - o 0 _W co m Cnis N V -0 0 � v E- _ C, C O O o LL_ 0 8 m Q U •N �• p� U ■ QN ^` V a L11 w (r) W LLILL! Uj WLU 2 0 WOa Q2O Q QIL�YzO z X02� QY U000 <OX_j x Q U Q F O '0v)°0w1oZ0E00ooZ= �Oa0UJ zY0z 02200E-QP< 0WU a (� (n 0 Z ¢0WO2F¢-FF---2W2320 Q OQ o =o oQ<q< h- LL O zw O� (n 0 0�MI` 14, C LULL L0 F--XM � Z U w w Q wi 0 0 0 0 N r- � O N O N O o O O 0" M (000000�� N N N N N O N O N O N O N O N O N O N & N 00 O Un , M O O o M o r— N O M O C 4, CD C:)O � r r- 0 w 0 O ' N� N j CD e— N CD I co C)O I 'T I 1.n C) O C) r-- L z z O 4- 0 O - C) ow) UJ C) � �Q O a- L w ~ Q Z 0� �_ t� =000-2 1-- z (I tDZjJ �-2z=° �zzLL (� LU W UWzz <2 Q Z Z �QO U OU o � W � Z Z z LU J Uj 0 N M CN � LAST PLOT Mar. 9, 23 DATE z 1ST & 2ND FLOOR ELECTRICAL PLAN .0 A _ I_ __ I I I _ I I _ I I I I I U1 I I _ I I-F _ I 1 1/2" FILLER 3'-01, 2'-6" 1 1/2" FILLER CV T o0 w 0 ZD 2'-6" 3'-6" 2'-0" 1" FILLER 0 L\\, / \ CV) HOOD \ / \ 4" BACKSPLASH--i REF SPACE �. VERIFY W/ MANUF \ \ / / RANGE T-3" f, 2'-6" 2'-6" In 19 KITCHEN 1 /211 = 1 '-011 4" BACKSPLASH HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ T-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 5>01,42 NER'S�BATH - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O R-30 INSL ELEV AT 18'-0" _ T.O.P. ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" Y T.O.M. ELEV AT 0'-0" _ 1ST FLR FF S-0" 12 2'-6" �.1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " D6OWNER'S, BATH 1 /2 = 1 -0 UNIT '2382 A & K - BUILDING SECTION 3/1611= 1'-011 OPEN TO DINING ROOM mi xTkyj LL 2'-0" L 3'-0" L 2'-3" LI. 1 1/2" END PANEL 1 1/2" END PANEL 2 KITCHEN ISLAND 1 /2 - 1 -0 v CV ap cV - op CV 60 0 co fV O M ch HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH LL 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER 7 BATH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR 3 KITCHEN 1 /2 = 1 -0„ 3'-4 1/2" 2'-9 1/2" (DEA TH #2 1 /2" = 1'-0" ELEV AT 18'-0" — T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" ELEV AT 0'-0" _ 1ST FLOOR FF 2X6 KNEE WALL TOP AT 34 1/2" ch WIRE SHELF :��, "HANSEN" t° 00op BOX 220 VOLT T r------ -----i r------ ----i I I I i I j j 114 1/2" X 16" j I I I DRYER VENT (RECESS I i I I I I I I I I I I I I I I ch I I I I I I ii I I �� I 1I I I I APR 0 2023 �bE ',• F: bIirtual Review Assist, 1,c 1 PIans Revijw CCiM,l te1¢ Will `KTFua� (Or Cariiphance v'I'1ti the `'i llf iyi!' /fli €i1 lfSl FOOTING SIZES AND RE -BAR UNIT '2382 A & K - FRONT SECTION 3/1611 = 1'-011 ° t 00 W s O w z a ^N^`` N Lr) - 10 W L a u � N N M t f� tj �% .0 -of2 M 0 t o 'N1 �QElms s u 6- } U Lu W L � E� 0 -0 F (A/ LLI L1J ❑� wOt- wHQ <,2- <9QYZ6 Z a20); n— �p�LLp❑O�� Q V Q ❑U Z 2 L�—Z� J 0 OZO�OOaoZZ F-QQ U � O n�apIt jnw�0 HwUa. � 00oZQ OQ ❑ ❑❑ YZLLa a.o_O�Lw<L LL O O Z CN O� O 0 cM Q u) M � LL L0 _M 00 Q Q zvl— W W J0 O 0 0 0 N � � � O N O N O O O O O c6 6 co W O O O r O N O N O N O N O N O N O N O O B O A' O O c o o0) 0 0 O O o CO 0 o ' N N U ; o 0 0 0 0 o r- L 041 M CO I I- r�nT V/ Z_ z Z � _ C) W��>— owv) O Uo�Q O a Z Lu ~ m O Z H = z r= V Z J m z W Z Z LL (0 w Ogmz �.IF. O < U Z z z QO � . Z U v g 0 0 m Z a Z w M W M, `- O LAST PLOT DATE Mar. 9, 23 Z�-a O INTERIOR J ELEVATIONS A & K !L- 1 1 t I I_1 I __ - -J- I " rri - I 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) L R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GL ZED AREAS INCLUDING G GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCR13ED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4,3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A R MINIMUM OF 1 z INCHES (38 MM) N CROSS SECTIONAL HEIGHT. I C 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3.3 GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 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, fv = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: ' 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4, 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within 1-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA, WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. APR 0 8 2023 r /N �� \ ' r�.eview Assist. It �llriital }urr i.0liltr"Bed are . Cl) N O S 0 In u7 00 LO Fr�,'..'St,: R,yi f�Z d ' Z11 LL o 2� W IX 0 Z d nN, N LO N c _W L u 0 (C � � C i N V } M 'U M V -0 M } `0 8 �•� p�S a Q mQ "N U LU QN C T� V o E00 ^ a ic �, LU L1jIY (� W U) �w ZW -,XQYI ~Q Y2_j - Ou O JO�Y�u.U0 dXU) nQ 0(LOmZ< aZ 0 ZJ (/) LLIr� W00w ZZ �QWo w°oZ a�Q LL QOw OW �QZg ¢ d F- a LL 0 Z LU O� U) 5 � O Q M L? Z LIB O� 0- M o >- Z U fa- WW LU C:)J O N N N N N N r N r r C:) N C:)O CV O O a O O O Ciii CO r 00 0 N 0 N 0 N N N O N O N O N O N CDC N N O N CA O 6 00 O M r- 11O N N M C) It CS T 0 0 O O - 0 to 0 1 �° N'^ L/ 0 0 0 N O M O ' O LOI O COI O r` L , 1 CO Z Z O O� W0�> OWfq �--+ C) o o ^O F_ 0 L o Ol W ZW~a X F- r� =co0Z I- Z rr nn v Z ?: J i-2ZIY- Z Z IL (O LLI 0g�Z O UU)ZU) Z a0 . Z U a OU O W IY Z d Z Z J WSNO M N M 0 r LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DI,�MOND-MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - WALL SHEATWNG I" I_... I _... }_m....._ I_.m..__...__. Ill I f 1 -fYI E1 II N" `s} 2 l- II 1 16GAx1-1`.2" LONG (3�4"-CROWN) 1" — I � �x A ' I J A 16GAx1-1+2"' LONG 13 4„-1" STAPLES 6" O.C.'JERT BETWEEN ci STUDS 'NOTED THUS:—) - OFFSET I ICI I I C:RC?V�INt STAPLES ;cb 6" STAPLES BETWEEN STUDS AS SHOWN - -- + ---_ _�_ C w. ''rERT INT 0 STUDS - - -- (r4OTED THUS —) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 34" -DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 103.7.1 _r TH- °ONLY APPLIES TO LENNAR TPs,,JP*kX" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE -011 0 0 0 5-4-a 40 STUB -OUT FOR 0 C)o ;n GAS METER � c 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + . + + + + + + + + + + + + + + + + + + + + + + + + + -(.) 4'-0" + + 4-0„ ' + ++ + + + + + + �+lY +++ + + + F + + + + + + + ++ ++ + + ++++++ + + + +++ ++ + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + . + + co + + + + + + + + +++ + + ++ ++ +++++ +++ cr' — 15/32" CDX I PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wojd panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM w ..... ...... .... . Q STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR DOC #5 CONT. FROM FOUNDATION TOH HEST 7 BOND BEAM r BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. --I4" max. -4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ------- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° + 1/8" gap ° x Boise Joist Blocking Use 3" 110d1 nails at 6" o.c- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* cL Pit FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Q45' Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls Od nails require additional consideration.— SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Al Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 14 5 6 7 8 8.875 i 10 11 12 13 Rectangular Hole Side (in) 1 2 3 5 ;•S 8 9 10 Any 16" Joist Span {ft) 8 1 0" 1' 1 1'-2" 1' 2" 1'-3" 1'-3' 1' 7" 1'-11 2'-4 2'-9" 3 2" 3'-7" 12 1"-J 1'-1 1 1' "' 1"-3" 1 0" 2'�l" 2'-11 �3'•7 -I - 9 5 4 16 1 0" 1' 1" 1' 2" 1' �'" 1'-7" 12'-5" 3'-2" 3' 10". 4'-9" 5'-7 6'-4" 7 2" 2 0 1'-0" V-1 ' 1 -2" 1'-2" 2'- 3'-0" 4'-0" 4'-10" - 1 1.1 , f ,'- 7'-1 24 1'-G" 1'-1" 1'-2" 11' 3" -5" i 3'-7" 4'-9" 5'-10' 3,:, �'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate O BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 1 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight , Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSC w/(22) NAILS l 5/8" 0 THRU BOLT SIMPSC wl (22) NAILS l R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' _0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a =1 I-1► ►-►-1 11=1 I I• I I—i I I-1 I I hI I I 00 —III— I I FINI GRADE II —III —III —III —III— !=III— — —_ _— — = iillliilllli�illliilllilllll illl_Ilillll Illllllllll llliillll' r SLEEVE THRU STEMS ° SEE PLAN FOR °• a • . ° FOUNDATION INFO ° a STEM FOUNDATION —GRADE REINF. SEE PLAN a d dirii�I i I —I 1= l 11 Ti • c n — I A/C CHASE 4" PVC ` (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L---_� i1---- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE - - - - - - - - - - - - - - - - - - - - - - z� • a • .. co � 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 0 d Nil a -III; III —I a s a a l—III_ a / a SEE FND. PLN. SIZE & REINF. APR 0 8 2023 0Ja; `{el lew r",SSIS?. Inn �! cusn-Poto 1 and approved i tt p , iI ' _ L 7th Editior co N 21 co LO 00 LO o �� z LU �• - �d LU O w IX 0 z Q ^U1 N LO N E 0 W L 'i3Oo 0 cy) `v d N M -0 -0- 2 co L L O 2 8 O Li S o a � • (n f ' L.L. Q N c W L O �M CL LU OLu0 Q zw� W (rY� Wofc-� UCno ��uLLUp�O DWWOOmZ0ZOER�0�a aZW n�ZOZQWYZ O � Z ILL <1 —U) QU5 6MQUOQ OW 0 n 0¢Z O Q LLQ �aLL O O Z N Ow U O M Q M LO 2 ��ti if 1-- 0 M o- � Z U Z� LU wo O It N N co N N N ti 04 e 4 O N O N O O O O C) CO 0) Co T- ao T- O N O N O N N N O N O N O N O N O N O N O N O ,p to O M r O C)C) 4 0 C) 0 C)r- 0 0 r 0 CD 0 NO LO > o N 0 c'i 0 0 LO 0. c0 ti I 1 CO VJ z z — O Z — o - � w ��> O V��a I_0 O Z��� y =co0Z v 0 j J Z Z W Q. Z Z LL (0 W 0 R z C)< ULoZz Z QO r . Z U U :� Oo W � Q Z Z z J W M N 0 M LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL J DETAILS J, II I I I I I - -- I L ! I IIff IIL1v1'[I .I ' r r 6 1 _ _L_! L _ (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD —TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 — ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR -- 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTALW TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P,T. BASE NAILER cn 31/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER " MUNICIPALITY. 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 PCUR CURB DUE TO SLOPE CV + '� d, ° Tff=Trf=1 Z O0 r, _ D 6 MIL VAPOR 1_ OO BARRIER 111II1 D a l l IIII 1 D 11= CINI COMP. SOIL. 1 '- (COMPACTED TO 95% — —I I llJ I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I1=1I I —I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS IT RECESS Y z SIN a 4„ I�. E. Op �. I=111- IIIII�I- SEE A/S3 0R J/S6— ~I I I I III _11L! III, I II � 1= FOR REINF. INFO. 3" MIN, CLEARANCE 1'.4" (1 STOR)j / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � p ° C =-ill 111 LI 1= I -III —III —III &1, II IIIIII ✓ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E <N 6x6W1.4xW1.4 WWF OR FIBERMESH `' p'. II Illllllll�lll�' 8" 1'=4" .. �...8. TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —\ TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV "' ELEV. 0'-0" d : A.F.F. fiftn{ d d' V a. °' e a ° :° Q . -° ' ELEV. -0'-3 1/2" A.F.F. O ' d a 2x4 CONT. •.. LL d O4 4- a GARAGE DEPTH VARIES A. a a .4 ° °. e GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 211 @ 2400.C) WWF OR FIBERMESH �3 1/2" MIN. 1 ° z D° I-1 11—I I- I'3 1/2"(min.)- 4" co =1 —III=1I1 31 /2"(min.) - 4" I I=III p —III I I IEl I- -III —I I —ITI- II JI _ III—IIMIMII III (2) #5 CONT.l I I , 1111 1111 IIIII 111 1_I 1-� 4" 1'.4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP a(� SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN• D D' ° z p III —III —I I Ir ' 1/2"(min.)-4" — — = 1=1II—III_- 3 v2"(min.) 4" =III=III _ III III I III —I 1-1 =III iI11 1111=1I1=1I1=IIII 11I—III I' (2) #5 CONT. 14,I I';1111 1�1,11111 11 1„181 U.N.O. MIN. TYPICAL BEARING WALL @a STEPrc�c� SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING\Eos� V NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \o M�\ \)b S 8" C.M.U. FORM SUBMITTED WITH PERMIT c 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION r #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB WI SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR .2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE N d p p ' p z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks, ? M p p FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] p p. _°P D p, °O 6 MIL VAPOR BARRIER —I I ( III D p ° ° 11=1 I I=111=1 I =_ °° r R 1 7/8" _ I —III —III —III —III —III � I I I=1 1=III—III—III—III- Z_ �= ' 1 I I III p T� �T1=�=1 __ N I I-11J=1 J=1 I I—ll= T z #5 REINFORCING BAR D D° I —I 11=1 I FEI I I —I I I —I I I —I I #5 LAP SPLICE g III 11IIIIIIIII I' 36"MIN. LAP [36" MIN. LAP] — 1-III-I I I-III-III-IIII ' 95% MODIFICOMP. SOIL. ED PROCTOR ASOMPACTED TM �� 11=III=III=III=1I 1=111=111 =111=III=III=III=1 i l=1 I I=111=III ,III D1557) I ICI ICI ICI ICI I ICI 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 13� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" v GRADE 00 I-1I1=1 • ICI ICI —ICI ICI —I #5 REBAR w/ OPT. III —I 11=1I1= I1= I —I 11= 11=S.GRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS —' I I �I I JjI I1=_I I 1=1 • . •. ` y.: ��. `— I I I_11 � I � T-- —III—III—I I .,•a; � ± �� :� ,': ' iTi' I I 60 1—III—I I 1= 4111= III -III •.• �.:: _—I 1111111 I ~ 1111111 SEE A/S3 OR J/S6 lTlil I I111. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2",, 112" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.C. GARAGE ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN JIIN• SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 `I WWF OR FIBERMESH E: °. N i 1=1 11=— 11— M 6 MIL VAPOR i'— rl = I=1 I BARRIER I ' I ICIrIIITIII- ' _,IIII „IIII, IIII „IIII; 11' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM W END OF 2" x PLATE 0 W p _ U)Lu —III—III—III ° _III=III=III ° IIII111111111Iliill '� ° REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE 71i6•, O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w o SCHEDULE Er j L SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o CONNECTION INFO. co SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.rik COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �_ WWF OR FIBERMESH , E ° D II III —III —III I� I ICI I I —III —III—' r• (2) #5 CONT. I I I I I I I, , I I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR _T7 1 1 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH—j d I d ° N-t N ,III d IIII, M � I I � ° •. —III I SEE A/S3/J/S6 =III , ,III III III=III 4" 41 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K"M SCALE:3/4"=V-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ._ EXTEND FILL CELLS S TO FOUNDATION PAD _t c� CONT. FOOTING STEEL MAT REINFORCING. r ' 00 z GRADE d ° M _ d. (� ; I I I=1 I I°•° 1=1T� III —I I L z =—III—I III—III-11 I-1 w 0 0 V' I I I I I I I I I a� l 11-111=III-, - Z a LL I— ° a d = _ - M — ' I 1=1 =1 11=1 11=1 11=1 I I I I =1 I I— _ � w -III III —III —III —III —I I III 11 =T 1T ' FOOTING 11. ; IIIIIII i 11111 I IIIII IIII ,I I ..I I III I I=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 APR 0 8 2023 'Y Virtual Review Assist, Inc. W,-s Rev env cam0eted and <?rproved I IianL 0! 1 the 2,O''1 t..;th EdItIor t`-rile 41 ih hY1suLi M N O y^ f7 __.. N M 00 i^ LO W O w IX 0 /N� O � -N IN L� '0 o U � M M V) L c`') O V 1 "m Q •N � w Q N E� o 7� V ° LV ow �; Wow �a Of V<O<LUOGO_jO_xJ WW(D 0_Q =Oz,LLzM0, 0~ �zW 0cf) gzopfoomcl Of Z a LYOzo00MZ0OZ W0U) aLL2i¢(Q �z zoaLLOo 0 LL a O 1 O O Z N 0� > CO q LL U) ti Ln F- M _M Q 00Z Q >- U w Q uj J 00 N 04 N ti 4 4 O N O N O O O O O O Oi (o 00 0 N 0 N 0 N N N O N O N O N O N O CV O N O N 0) N 00 O Ltd DO O M N O M CD O �t 0 00 rn o o 00 (6 N Lo �1 , E2 a) o 0 N 00 M 1111 0 Ln 0 (O 0 I-- 11LO III. 1 1 cr CO z z o �--+ owv) U0�o F-o�a LO-0 Q ZW~a =moZ Z tz � J <Z0 a Z Z IL (.0 W 0 2 z 0 Q U�Zz , z Sao Z U a OU O W ¢ Z Z Z W J W M N M LAST PLOT DATE 0 Mar. 9, 23 Z4_0 O STRUCTURAL — J DETAILS —MONO V' (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 �Yp) SEE ELEV. SIMPSON SP2 w/ (12) 10dlt�i NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE :��/ 5/8" x 10" "J" BOLT @ 24" O/C MAX :_// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90^ 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT • • •• �� ' ' •' • milli ::II'�I III■ ■■ill IlllIIM ■'■Ill' MEN ■ �IICI IIII ■'■iII lily■ Milli IIlI� ■■I�� III■■ Milli Illl� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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. d II �.' POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER�A GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT 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 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEP INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d WALL NAILS AT EACH STUD \/LV ot DOOR OPENING DOOR OPENING DOOR OPENING � 112" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ILI❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) WALL ❑ ❑ ElO/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" ILJ4 IL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) wl MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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, SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. °y4l WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE d' a THAN50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILSdMOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF DOOR ' �B-SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 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 )/'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.} LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 F��tiG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. � /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS < P.T. -ATE SIMPSON C ouvirSON SP4 SP2 SIMPSON NAILED INTO TRANSOM 10i TRANSOM FRAMING FRAMING ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON- M RECESS `SP4 SP4 LINTEL / ° ° ° ^ 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTJ TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U z a 2x TOP PLATE v 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" " O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" aGGERED 3OLTS @ 24" O.C. V 2X P.T. PLATE � 5/8"x10" "J" BOLT @ 24" O.C. MAX.OB C l (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) tS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT APR 1 /—ROOF TRUSS ABOVE •� o / 2X BLOCKING lirtualk Reviow A �s�;r� ItEv�w` ree11;`•�"� lie (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 OB • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SF3 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX.10" J-BOLTS @ 24" O.C. � MA(MIN. (2) PER BOTTOM a ° 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY / R� SCALE: N.T.S. cM N O }-� u. cr) �t n Lo co 6r crO y Zj� r 58` e 'Fm W " £ O w w z Q N W L. so q U m ch ^ 0 M co N `�' m V -0-0w w m c} A� °oo L o ug 'L 0 ai Q s •Lnn` f �u V w 0" 0 L CD �� 7W V 0 a W W ❑w v6 wOi- w �- Q w _j w z Ix Z Q,X-(nVx LLUpLL-jo Q C) Q - °o z,_,_i?z2� ocnM9ozo20om0z �¢� 0 0 � 0 Z U)Waj<nww�65=ct<0 a~<< w FnZ�wo�cv�°¢ oW o = z oa LQ o �Q� i 0 O Z cV OW 4 > (n O Q 0 z cocr-- a _l U? cf) LL � ti z < Lu < Ln ``- co a G �r- 00 ZV� Z W(o Lu 8 2023 nil N N N r' r � °. F C)O N N O N sist. �nz - v, ti Nr- 4 4 a���+rci raga 0 0 0 I r P"23,,u'@ O O O O 00 0) co co —— 00 O N o N o N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N cV OO O N m O c d O O d� O O r O 0 0 N� >�N'M�Lo(0ti 0 0 0 0 0 0 0 1 00 z Z —zO_ 104-a W U ~ > O �O�a a zw�Q Z� F- co 0Z O tz J Z 3: 2 W Z Z Z LL w OA2Z �• O ULnzz Z =QZ Z U U J O O W tY z Z Z w J W M M o � , / LAST PLOT DATE � Mar. 9, 23 Z O STRUCTURAL — J DETAILS i n 1 SIMPSON HGAM11 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL wl UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. I LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C, EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. °@ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wJ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL I TRUSS VERTICAL WEB (24" GABLE WEB S E CT I 0 N WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING EFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR BRACING, AND TOP N °° m SEE STRUCTURAL HORD BLOCKING NF NOTES AND NAILING JFORMATION CO 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ VOOD TRUSSES `O - 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM x4 RAT RUN BRACING ID 1 1 2 1 1 2 RIDGE FASTENED AT ,T 24" O.C. ON TOP OF EACH JOINT w/ (3) OTT. CHORD FOR 4 /� 10d & (2) 10d TOE RUSS SPANS ,TTACHED W/ 2 - 16d `7�R11' NAILS @ EA. END ,T EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FOR THE 48"O(4) (2) 16d NAILS x4 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 F@IRSTROWS OF , VC wl (2) 16d TRUSSES FROM EA. OENAILS @ 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 IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ E" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS 4 ..' NON -LOAD BEARI COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g D SEE TYP. WALL SECTION FOR SCALE: 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S, S5 1INIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri- SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 10d x 3" Al EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SIDS 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 LE TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. \ S5 / 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET, J/S5 CONTINUOUS BOTTOIVICHORD BRACING 2X4 MIN. Cl LU— d w 0 v o 0 z o LU m o o 0 d LU — — — Q ;� — — — 0 xa o 0 Q LU F- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od 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 APR O 8 2023 � r E' Virtual Review Assist, Inc. Plans Review coma feted and approved for compliance v.,!th flip 2020 1=8 7th Edition by Opera hni,e I;iatir F.X'JUG 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. M N otpto 00 Lo 4t�/ ` ���t / • LL. AR 53L� .� s a Z LU LU IY 0 z N O _ Q)4we L '� v 0 Ch a, N M Cq w N � M V -0 70 f 2 M E 0 B o �•� pll_g a Q 5 .s N w iZ N V }L}�� o ECO V a W 0LLI vi w0� wf-Q X _j CC¢~zX Z Q Q V j�X�Z��0Z�p�OQp 0zOE00mZz U 0 O CYCo CL LU zY0ZZLU V5 �0W d i/)o Z _3 _1 < Uj F_gwp2UQ�a- Om �azga ,_a 0 U_ I! O Z CV O� mI-, o � � M O M I�- z W Lo M 00 < Z U z0 LU Uj o Jo C4 CO 04 N CC-4 N r�. 04 4 4 1 - O 1 CV O 1 CV O O O � 06oi M (o 00 CD O O 0 0 `� 0 CV 0 CV 0 N 0 CV 0 CV CV CV N O L6 Cb A T— L 04 O Co CD O0 4O r- 0 CA 0 CS O c- " CD CO 0 .N NU♦ ^ � p O O co O O O O L N d Lf) 1 CO 1 I" CO Z Z O O4-1� _ owv� H— O Uo�Q �0_-(- 0w2Q zW~� t� =Co0Z Z 3 J Z W �ZZILL W 0 z O Q U Ln Z z Z �Qo Z U � 0U o W � Q Z z z J W M 04 M 04 ,r-- LAST PLOT DATE @ > Mar. 9, 23 Z O STRUCTURAL — j DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR l ESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" OIC WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 0 FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED WI 10d J = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- _ —INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C ..d 4 4 N° ° .. Q e "11-111111 a I, l I f lT— I 6x6 W1.4xW1.4 i I I ElI c e "I-1I1=ll III III WWF OR FIBERMESH -� I I —III —III III a 4. STD. 901-IOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH - (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 4"x4" INSPECTION PORT AT u- cr 0- EACH FILL CELL TYPICAL w co a a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH �410 6" BELOW GRADE =1NISH GRADE w I �I ,,11I-III,II-`III- �STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 SCALE: 3/4 -1-0 S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUDf,,. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL • g6 I *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2 NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1- 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' SEE FRAMING WEEP SCREED CD czc T PLAN • INSTALLED PER MANUF. T L 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. /— B.U.C. (8) 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'4". (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)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A .4. d a. 4<U> -III T_I=III —III G °4" ° 44 — ° 4 ' 4 '' . — ° ... _ 4 • d. I-1 T— 4 I—T 11 I —I I 1 (I —III; T= —111�1 I ICI I IF -I I 1 i lI I III i III I I 1 1 11— ' (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. /� (2)- 2x TOP PLATE ,e BEYOND 1 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF M NOT FULL o ~ HEIGHT SHEET O Z G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR 'VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r1 r1/ATI/1A1 n1A^MAAA 15,32" OSB EXPOSURE r F SHEATHING w SOLID 2x C BLOCKING @ ALL C OJ SHEATHING Lo EDGES (SEE OPENING SECTION X-X av C x rr w x E 2x STUDS w BEYOND. = SEE PLAN o O cn 3/8" "S" - NAIL 3/8" SPACING 4 3/4" V2" S 1/2" S v2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w' T16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS 2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFp/N�O� 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END c JOINTS TO �,LLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". t- z ? A� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c^ C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL li = C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC O w C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. OE o w/ 8d COMMON NAIL ow LL H O Cr ^ PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F y a r O � � OOcn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v Or 0 � K ! G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBER IF GABLE END —` NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE �2x STUDS TYP. P.T. BOT. PLATE Op�TFRi FLOOR TRUSS / F�iNG R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL r HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 17/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ O.C. W/ 2"DIA. APPLY 3 LAYERS WI TOTAL THICKNESS x BPLATE WASHER HER MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEEARAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS 2500 PSI CONCRETE MIN. APR 0 8 2023 . ATE STUD SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 1 1-1 1 00 V' / > �r q. FINISH GRADE Virt=_�a! Review ,-ss;s( 1,)c coIII—III—I i I I ° " A. — — i tF RfQans�IRianvLiew caI N1 is117ia1 1d ; J'r [vpd' —I 1—1 44 r III —I I ; g h / [. H a A 11 . ; Qa 1151 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 m 04 N rn M r �V vF�, 00 Lo ``. i.. '1 Fl �,j i4i Q W o w Z Q (A a) W L =' 0 Noro cy)cq (n M co E 0 z p v o LL 8 0 Q Cn _ w 0 10 -N c o E ' .co 7N V ^ CL -0 W W u�yi (� W ❑ LLI Vj w O ~ woa Q2 agYZp Z LC0�J 0 ,UOLLJ0 l.L U ? C< X J U) ow9z2`Roomoz U) � ❑ - 0 � ('10 0 �oa.>zYOZzLLpW0Xa Cn � Z QOwOgH�_g_w'p2U❑¢ U- o a ILL slt O O Z N 0� C� co 0 Q M Lo L.L ti Ln I— co Z U Z� W W O J O 04 04 CV N N 04 r�- CN 4 4 � 0 1 1 O OIq O 06 6 V_ CD 00 V_ O N O (V O CV fV r- C14 O CV O 04 O CV O 04 O 04 O CV O N CA cV 00 O 6 00 O A � N O It- 1 C) O O � 1 Co N N'^ Y J > O O CV O Ch O 4 O Cn O 6 O I-� L ' 00 /v� VJ Z Z O O W W fn o 0o�Q �O�a- ZW~Ly Ly F- r� ~m0Z Z V Z > J �2Z�CL Z Z W O�2z CD Uuj 0-Q S2Zz Z �QO z U a OU O W � Q Z S6J z z W cy) N 0 M T— LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL — J DETAILS —MONO I _� LI I 11 II 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 2 x 8 45" DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHO INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFE 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 +14 UR T VVNLL TO PRODUCT P.T. _ TO PRODUCT APPROVAL FOR C1x4 APPROVAL FOR CONN. APPROVAL FOR CONN. I*" 1 X 4 3-1/4" LONG X 3/16"Q1 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16"x.. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 I" BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. "" lx4 P.T. DOOR JAMB (REFER 16" TO PRODUCT OM DOOR JAMB (REFER APPROVAL FOR CONN.rx4l" DRYWALL DOOR JAMB (REFER W/ MIN TO PRODUCT TO PRODUCT 6EACH T. APPROVAL FORCONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16' x 3-1/2 x 3-1/2" TAPCON @ 16"lx4 O.C. & 4" FROM EACHTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. INI'Ls - SECTION A -A 8" ,1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �-1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT 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/ Jv- 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK ("pzz +5� 'LL NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" 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 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 CONT (MATCH TRUSS r)rZDTW._J 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: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ' PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. IAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETVVEEN 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. IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" �,_s 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'-0" F.F. I � 1=1 1 g. I -III -III -I I I,_,I I I D '— P IT_I_I I 1=1 11- I -III -I 11= D ° III -III -I' 1=1 I I -I I I. GRADE D D D i 11-„I I P ° M D z N •D \ � c D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-C" FILLED CELL PER FOUNDATION PLAN (R YP.) THE :S nor.�.T.�.�.�r.�.�■��ar��.'.><>`�r.1� FILLED CELL INSTALLATION rH � SCALE: N.T.S. A,R+:�H 'Lxl^I AND I-'I-,'t- r.N(; 1I _ D. 7Sii N tFrN{,'r. 1 r SUE ALUM I �. r PE —J--« ALUM I :` . SS N'Al STEM4ED PER I _. x JJ E 2 E.EL' i-f_ ", Tl2K 1,AILED 7f:, L z,(BL'7<KIt-4C NAiLE7= T(}'0( ;('.KIN -:. NAII .. Fi 'Hlfl1'°,r Fv t)IHF : fk.iJ ,v 1'_J NAIL-,' T r P [ -' G C. P_ L'_-; Er: TC) VE%IF F. EYE SOFFIT r f° TER IAA ;PAN CAPACIT _ - 0N r-rL)E'bt �NI;t IR 1 tt:Ir+ELiI-(_{ _:L^61 +_rrJl N+SANDC:L1 L STED IN THE DE _;It N t- F'.'TERIA t "J SHEET SIN .. FC,,-C)FFIT . TT,fkCHT,IFNT AT WALI ("FR FI WHA ALUM INC' F[ 4 i9 514 P;z,0- ° ICT ,APr`PC:'', AL 'i F :_ I-ANNEL T aTEhd T::): 11 1 'ar T ILI4IL ''A!', E °'15EDMENT ,: 16- 4 TERN :4 ! I FASa IA ^w- II` E.lA{ -,..1 x I114 °:R(:'',.7N _, ;,Pl ;a? =A .H t,-` 0 'vF ,=0 L SOFFIT STRUCTURAL C'ALE z �" si d F'=) ALI_,"flN M SCE-FiT`, 1414T I' X trj' 14, t t!I r;t AN Fri THE 11." FT!Fl IN*IAlI� .._h 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA , 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD �E + + NCTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP d . EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 1 Od x 1 SEE SHEET D2 AND 1/2 NAILS TO STUDS & (1) - FLOOR PLAN FOR 5/8" DIA. ALL THREAD ROD MORE INFO EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE _ RETROFIT FOR MIS MSTAM STRAP RrAI F- A/d z 0 Q LL 0 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT a d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5'-0" —f INISH FLOQR ° ° p #5 BAR [:�:CENTERED W/ g D ° 90 H D IN TOP - 0 _ _ p KNOCKOUT/ CHAIR BLOCK MONO FOOTING _— p SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL I D ° ° DIRT Z STANDARD o o ° 99 HOOK c� #5 BAR IN FILLED CELL r „ o• � o• o `• v s p• �- J y _ STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJE( )NTACT 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 APR 0 8 2 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. U a- '.-Roview Assist,Inc.`/11�i 1 c (Iirtual ZD #5x6' EMBEDDED INTO :; c r z p ' +, v�.°�k tlu F 7 t h 1,ditior: EXISTING FOOTING :I"' ` 2)"05'x6"fN CfIE°: d o FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT A SECTION EXISTING FOOTING 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N CN CN ® 3. \v C •' If,r: O Co Lo . C ty Q Z 4 wC C O w 0 z Q W L 'O q U C) cY) 6 N co C-, C,� } M A, W 0 O0 2 o rn V/i 0 LL 0 Q (�° It V w a"I' W 70 L OQ ��_o C 0 a Lu Lu Lj (6w O F-' Lu0� Q99z z �Q Q O wOOQ== X J w Z�Z Q onoo�oomZZ z ULQL' (n Z CZyCzLL Wa 30I0 Q�WOg_��—g_wa20 a. LL Oo o Z) �¢z9 Q < tLa O QLL. i O O Z Lu 0� i (n O CD 0 M Orl- J u') 2U)�ti M O Q >- Q zvl— z� W LLJ J O 0 N 0 N 0 N N � � O N O N O O O C:) O 00 6 (o000oo N N N N N O O O O O O O 00 6 o0 O A � N O M OO O O c- 0 0 1 N'^ teen � > 0 0 N 0 cM 0 41 0 Ln 0 (O 0 I-- L Cr 00 V) Z Z O O wUr> owv� O vo�� m - 0 F-0;>n Lo -0 Oa=Q I.- z W ~ F_ 0 Z Zt�z:w 5. Z IY Z Z D- QC) W O_jgZ p a U�zz z �a0 . Z U oV o Co Q Z Z z J WCY)Co N � / T-- LAST PLOT DATE 0 Mar. 9, 23 Z O STRUCTURAL — J DETAILS—RETRO FIT SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 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 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" WALL 3YP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = V-0" E 4 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER 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 a' 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/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP rrN 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 2' = 1'-0" OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ( (SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" Ll PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 MI M UUIVO I MUl-# I IUIN Ur- I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO ✓ER JOISTS) :L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES APR 0 8 2023 lirWPI Review Assist, inc. }" STUD NAILED AND " s GeV ecufr,t '24'°t) and qIJCOVed JED TO TOP PLATEUN tCe 1028r 7 t h EMj Of CUT INTO RIM BAND, 13 JED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) 2X SIMPSON MT (14) 10d x 1 1/ u SECTION VIEW "H" SCALE: 1" = V-0" M N O a- 04 0) M 'J Lo F¢ Ld l Ld 0 W Z Q > W %` 0 u ' ` in N cn U JO 7C3 M 'L V/ p t p u o rn p LL. S v Q U�� Na V way o E � W LLI U) W p I— LLJ es~�YZ¢W QO�-of Z) _j0W- u00,0JO QWU Qp ZU u- c�O Z� -QQ 00�a �►- �- 0 -,a> 0Z U �Z WO��OzYoZZOV�a Z1—¢�Wo�< Q OQ o =O �QZ�Q a ,l O O Z W O4 SQ > p Q co co � J c G U) ti Lf') a co T- oo Z V W W W 0 J O N N co N N N N r O N O N O O O � co a) M (o00CDoo�� r- N N N N N O N O N O N O N O CV O N O N N O Lo co O — � N O M O C It- O O M O CDO r e— S O CO O U) N �/� L / N > O O N O M O � O Lf) O (01 O I,- Nt cr co �/� cn Z Z — Z _ O O� W()I>- 0Ofw� Z W ~ t� �mOz H � v O j J Z > %'2Z� 01- Z Z � W OJ z Q U`)Zz Lu Z FQO Z U U � 0 O m Q Z Z z W J WST M M0 � LAST PLOT DATE � Mar. 9, 23 z_ O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH 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 • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 174" 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 6" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS, 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD < 1.0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads GAWP-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.0B 8F12 OB 8F16 OB 8F20 OB 8F24-0B 8F28-0B 8F32 OB 8F8.1B 8F12-1B 8F16-I8 8F20.1B 8F24-iB 8F28-1B 8F32-iB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 34b6 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (ZOS") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR I NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRfT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB BRF10-OB 8RF14-OB 8RF18.OB RF22.OB RF26-OB RF30-OB 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-1B 8RF22-1B 8RF26-1B 8RF30.1B 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6' (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 15048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 '19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cftwn-4tRrn SAFE LOAD PLF TYPE LENGT4 8UB 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 I 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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^=-4Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 414M - 494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F1Z 1T BF161T BF20 1T 8F241T 8F28 IT 8F32 IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 1 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 1 3607 4265 4924 1 5'-10" (70") PRECAST 909 1492 2093 1 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1 1340 1880 2419 2959 3498 14038 7'-6" (90") PRECAST 721 23 1021 1634 12 2102 1 257110 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 141115 181 15 2152 16 2494 15 591 851 1326 1705 2084 12463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 (151 1732 15 2007 15 530 686 1183 1526 1865 12204 1 2544 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 (151 1749 15 494 599 1028 1422 1738 2053 2369 12'4" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 6 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 (1 480 1 567 (1) 654 1 142 230 369 531 713 1 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 (1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 (10) 341 10 416 (10) 491 10 566 10 124 200 1 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4cawr- Rfw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-IT 8RF14.1T 8RF18-1T 8RF22.1T 8RF26-IT 8RF30-IT 8RF6-2T 8RF10.2T BRF14.2T BRF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 1 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 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 1 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 (7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 11893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 C / G UNIT'2382 - 1ST FLOOR PLAN 1 /4" = 1 '-011 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 Ell] H j i 8F16-1B/1T 8RF14-1B/0T Go O c c 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED i *3 J ALTERNATE POWERS STEEL LINTEL - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. a w z w #5 REBAR AT o X J BOTTOM MIN. (1) �¢v0 REQ'D < Ln z o w ,° -16 GAUGE POWERS N ^ a 3: " STEEL BOXED U-ja LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J z = C.M.U. Ql�c� o, Oz =fir- GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY c BOTTOM REINFORCING 1 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION -F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH -QUANTITY OF #5 NOMINAL HEIGHT - REBAR AT TOP APR 0 f M N O N M 00 ✓` y '�: �.i,nJ:{_j r l Z W Lu 0 Z 0 N LO- W L- '0 o O N V CIm u a L t M 0 2 o -O 8 o Q i• u >' :tt L 0 E 0> 2 a UJ �LLI U) w0QJQY ZLu~Q m� w U. O 0Ly VcyX Q Q ¢ JU) X OUOQ �m ZIiIL-Z2J 0 ��OZOIr00mZZ -�Z F-¢ U CJ Z ��a�zYOZz'o¢Oma (0 0 Q�WO��m_�wO�VO¢ OOQ oQZ�¢ �¢LL. 0 Z N O1-- W 5 r,- 0 � M O Q M U-) 11') M Z U UlZ� w O J O Nm N co N i O N O N O N O N O cV O ` cr;r0Vcd;' I I' s-Fii�f G O 1 O O O 0)O M � Cfl � M •- 0 N 0 N 0 N N N O N O N O N O N O N O N O N N O O N M O C 0 0 0 0 0 0 CO 0 N Lo ; o 0 N 0 M 0 �� O O CDti O L � I COZ z O O4-j w0�' W (n O yo�Q I"�W2 LO ~ F- Z � H = OZ r�nco V Z � J �Z 2= Lu Oa2w 0 Q UCDzz Z QO • Z U v g Oo W � z Q z w M N LU M 04 LAST PLOT DATE Mar. 9, 23 z-1--+ O STRUCTURAL I DETAILS A I I ( ( (I I 1 ' 1 '1 1 1 111 11111 11" 'I ' I I I I I 1 nrl Ell :• REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51.(11#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (I)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2 10" 1 1 -6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 1 9462 9462 10000 10000 3-6' 2-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 l l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 473 473 328 455 (2) No.4 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No.4 19'-4" 18' 0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 65 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 O No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED 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 (1)#5L(1)#5U (0)#5L(1)#5U (1)#51-(1)#5U (1)#5L (1)#5U (1J#5L(2)#5U DETAIL'H' DETAII'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6'-g' PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 (2) No. 5 1439 1439 1075 1439 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2) No. 4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1291 1291 775 1270 2 No. 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand + 961 961 446 872 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16strand+ 834 834 390 763 (2 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 642 642 306 599 CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITISAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL DE' &'DF DETAIL'DG' 3' 8" 2'-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4-0" 7-8" 2'-4" PRECAST 12) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2-6' PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE f2) No.3 2400 4030 3607 3607 4-8" 3-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" 6-4 6-0" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1 1409 1188 1267 9'-8" 8'-4 8' -0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1 1000 686 903 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 CAPACIT'r CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U O)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No.3 5104 5671 6345 6345 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3428 3727 4091 4091 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No.4 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 q4111 1862 1897 8'-41 7'-0" PRECAST (2) D4.5 WIRE 2) No.4 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2 No.4 1186 1014 1251 11'4" 10'-0" PRECAST (2) No.3 (2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 1 l'-2" PRECAST (2) No.3 2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 12) 7strand + 1095 1095 551 887 (2) No.4 (2) 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No. 3 No. S 399 399 217 412 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 1 4693 3976 4661 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D3.5 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" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1774 1774 996 1494 12) No. 4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 (2) 7/16 strand + 19'-4" 18'-0" PRESTRESSED (2) No.3 084 1084 615 1095 12) No. S (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 1008 1008 573 1048 2 No.5 (2) 7116 strand + 2V-4" 20'-0" PRESTRESSED (2) No. 3 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 12) No. S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 740 740 393 772 DETAIL"M" DETAIL"N" GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(I)U(I)L SOLID #5(1)U(0)L #5 I U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-G 7-8" 2'-4` PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4' 3'-0' 2'-8' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4' 8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6'-4' 6-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496, 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-O' cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN, BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 42DESIGNER MAY EVALUATE LOAD TABLES 6 CACULATINGMAXIMMRESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#51,(1)#5U (0)#5L(1)#5U (1)#51-(2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL'Q' 'O'& '7 DETAIL'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4-6' PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2) No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2'* PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 2413 2413 1338 1974 No 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 9'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2) 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 121 2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL"0" DETAIL"P" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL DM DEfAIL'DL' &'DM' DETAIL'DN' 3'-8" 2-4 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8' 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 44" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4' 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 66 5-4 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" O O / , , �fj UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 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) UU(0) LL #5 1DETAIL'DA' SOLID *5 (2) U (1) L DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10 2-6 PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4' 6=0' PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DC" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR G^"'' I-Y SAFE -CAD OPLIFT SAFE LOAD "CLID 5 I l U L JOJD # 5 (1) U SOLID #5 ',1) L (0) L #5'P U it L SC, ID #5 f2) U I L DETAIL DO' DETAIL Dr DETAIL 'DO'& DP' DETAILDC7 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 962C 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 -594 19000 1D000 10000 4'-2' 2'-10" 2-6 PRECAST PRECAST (2) D4.5 WIRE (2) No.3 6790 13000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6'A9 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1L300 6'-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 3'05 -387 2901 6831 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 269 4979 2069 4b7l 91-91 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 -u- DETAIL "DD" TYPE DESIGNATION [8xI 6-P-1 L/I U] II Ip:_ IC -] APR 0 8 2023' lirtlla ii' view Assist. Inc. iJ an;) :l� t:yt cofil!lleted and 8apr®ve the 2(.`0 FBI' iih Ed fi,11fi0 Kijhr E'Xi'3'j0 SAFE WORKING LATERAL LOADS (PLF) 8'' X 8'' LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'4: Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0' Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N 4 N rn , � a• M ..tom �A 'i.= LO o LO ui sV'1 W Z Ul �l, N LO E > O N 0 ul L L `O U (n C v An M Ln T +'. U -0c -0- C 'C O Oo t O 2 o O ti o ¢ • i ��° }� V LL CL � c /�` W L eO E� W W (� W 0 Lli In w O I- wF-¢ X�� Q M� zX Z �����0?���I�iU0C) 0 < Q C) �.- �U' x-i It aW��oZoWo_�mZ� 0Z.M00 Q- 0 ��Z cn a cnww Q~< Lu Fn 75 x¢ WOO2O�Q LL OOX 0 O 0 z LL <H LL O O ZIN W O W O 0 co M � Q r^� v/ L Q W Q L0 F-0M oo Q > Z U F- z3: W W o J O J N N N N N N ti N 4 - 4 T- O N O N O O O O o CO M 01� (O CO O N O N CD N •- N �- N O N O N O N O C1 O N O N O N O 00 0 00 M H O O 4 0 o CD � CD O O �- r' O (D O o N LO ; 0 00 M 0 0 (0 0 N I U,) 1 CO � I 00 vJ _Z Z O O' } W 0W() ULLI r' O V0�a - M- W W0 a- LLJ ~ Q Z Lu ~m0Z r=�=z v J Z Zx Z ZLL W O2� gz � p< vWZCD Z �QO Z U U a 00 z S12 Q w M 04 W M LAST PLOT Mar. 9, 23 DATE � z 0 STRUCTURAL J DETAILS A t. Ak awl" Mounting Bractl 4-1 2-1r4-1 Tt Back Cross' uppurrrr A-- "91- A N1- Riglit Bracket r, ij umjql Bolts '41C WIA S(ANiTri Edg( Hur(Ware Strap ........ ....... 47ypie;d 3 in fr::inr i-ront Cross Support Lxkinc Nurs lmdy be cult to W: Left bracket 0 6 Wure,' N 14 Self-COlIng 5(tem, Thru WaLkr:i Back Crois Siuperort Irm AIC Lml. Rommi Side (TWicaj: 3 each sick' for his-ricane jr�oO llrl�.Q.slll cl: or or:sx&ll Flonda Department of Busress & Pro#ns coal Requistron BLOldlngCodes a% Standards 4t '.6. T, E~ IMM P, G,sfisl 11" . r No`-0 P_ L b P19�1 PE. 12M An"M caeam: auw "al CmKmms [VT1 4.1 a 3P -E- 717:� fs A :1(*_ 100 D 3LIbUrrwry: Q'1101 i's At A Rtkw of iro'ev"C"Atcom nsew Z 'Z'.gy t-pil- 1110hd S-klb4�1, P-s+. t- I Fla" Lit t1W Pisrdlt Profe"raeras En*,btr L6921UMILIMMU QUift ASSWAMI to(uy# Am,,'- A- ba _y5a All -Ili pynig !d tf'Aq N,WVd srrrantv_!' �! �o�mso4o.551 0 01 9-t- F %d �Aozllwn V-t SAVeM MI�W 61540- D,. F, t,- Fined ..d -111.too V.,d Y. Y WA a1 M M, r"rNwt W11*1 54s1 sn m4af0f1d V.! WA 4 r,r,m . A) 5 Sr_d%A�141540.Ul '1\11.1t M.I* #1 54OL524 16"d; r-9 D-, qwd Vwk "2021 Y" N'. N'A 0 S".r1Vrd mods, 1`1 S r0 -AWO WV1 Ift I.td F*W V4 12JAL10:71 Yn r4dA aTCCi I(* Flolda 00parwgld o'Surtiress & r rrlto5sladtal Regalatiol 8rj1jdlrlq CCdl5 aFYJ _`;jjrMrM Cod@ F4*tL.N- 2f pie DA'o P-,K*" 16" Itel. ysM mgwjzL'.m Fmjt A jejl". EUL-AMULI& am-1 a fft -A ftfto#, 2CN D'4ee 4. 4 aw, sh "l Z' I 0; a F-4 Cx+o*py R�loor'j wz� 27, '511 SLOCA#ag,rV. hAmAj Roollmo cm4pUrce Who* E`41W" Rew W_ A "' Zor 2 Lo-tW qm,et. P-t-l-t Enw 9LIAUA19"E'd A� 10"141 -Aft AM910 D-Siurl "ar,* gorM 90 DA mVHV Qtgw�'� lk4wr(m P"m'. R-rog rj,°' rW F ciclo, N,,artroontcfDus*w5b8 Profes_5iornal Regulzilloq BL94roq C ocres ard -�wnclvds Product Approval Application Detail "�d`e EMY w Do- Q& Ds. Pm,dw 2a Ru V"rmmm swisl Wo, YX L ma Nowgt� ME X9,9A.4 19alm Fmhgaon! halls adisil .111.41 Th--Trl, lz= L Pl.Arl J KlrN 'P E. 2'r 1 rn20 a. V� 1 ows'N211 C-Usmy F cW 0- Bro. e. ti 16 28 4J40l, l &I 7ril C, &bta[.�g91Y: S -q.0 BOItOt [3- A-KA- 'A*SP'! wn@'"mvu Cowsewc g Mmpd; E,Wqf r ge ptppo tone M, Fonaa Rgrsr�e1� Er. �� Fn:rf�,srcnco Eng�_ Prdjrd, r�ydpA Awrj ig, Use knw hilm 8-,AK T.75f.'02e N. Y.b Mg. F b".. 6.Qk M.. X 14nelisNW� 2 41 M-35 f mo,& r-'Ptzt&quok0aq I:1:Ijr=g No 11 14'. C-P,A. Edo. Floergm. 5.w D" verr X0 DX 4Y''.XC:1 nl,rlr" 7tw FA" '_.Srrc ama *v""I A`610119 t 4w,"t "Pao101-0 Cxt Ne 121'1120_16 rX r1nl 133"Poa. &.Vr rbeflys'" D.We Dw .10 sal 1A0 Th-T. F!bCso'A[irrp N-.& 83sMY] &Wor 12, at.. Flo•:. C71vW0 gag* FlbeorWillso DM ri 74- 7,,j Flow-_Flow-_h1s r. awdloocffi-st.' Nrnnmd &A#3es"ve k7poagojor[ OpaqUO 2'i;. got-0-F, ml boorryn 6 11w,rot-7m Fj_qrrsk "d inrclVh-Iftf N*,N.W 680%,0 141A 0,oa%. 121i*026 w Coo'.a . Edg. F,bw:,;O ["lbw [o4h cY 7 tL 'Jftm Tie FW-CLC mor"I'al GEC a Cor,V-. Edge F.bkoa,l; moa 0*� .41, _.'0Q."rb tf_ lrl' N seQ 1-411 rw c 4 G W 1 -4. EqgRr Flu"- VkW� .h ca .-I Yd%t. . amc 1191ANFOKIW61 Tf-Tru Fibat-U- t 5T�. WUSI N-0 8&A3A 0 4rks1 111M.33r 1* ere. Edge Flpvj-" '91rroe D� r W 1 glowl 10) ,1 4 TWO-7w Fib. CIWIA4, and 4MWStar H,"nod 9&435.0 UwCemdAo,'$ GWrld C allr-Mt 04 � C'. V 9� S-b-Iftfl i T--T,%r FrhQ soa 311,1.01 V., NsMwld al'sm lu $1,11011 V14'rV 6q11A 014w,"'A 12,7 1,= C.*-. eog. F1b.';P_ ms- Lo- "ol 1. ,.,Rft.t Wtfto (In-in,9.Ne °LX 0 U,7,XCl :6a%Vrwrcml 7b...71lo Floor odRMaZ N-0 134" 4 4'rod.komasol"t Gwed OR. camr"* ". rtwoo" sw4c Y lostky'loo"i s-ahz- N-01 444%, # rdrtlr.a Op. boo"'tl� Edg. 30g" r,V, .11h G-d V6*d Otto 500*m �Vr 1.; X " 3M Ni 1j&930,5 $mY.rt """I G[w Mo+d Ol, Coropre:.Ir F*j, Nberqllrbt SCE Ck. hNw Irhawd G-J &NAM4 SdWo, r h-111cem"I": YX Ar"OX90 10114url 16 Pr The .-71u FlW-C1.1- .1d S-A -SW Hm'"w M403S:A C'm7l No C.roott,r Edg. si.gro 0'o-m liVe, 5djg"r&j FIbor-cifts'l zlr! Y, Corrcoroe Fdgt Rbwggrst D%4 [lrwr wiftj ar- S'dakt.. . OXXIO FbwLl Dnpaimamt or Rusmes- & Prafessioral Regulation Building Codes aad ',itailmifM Product Approval Appilcation Detail PM 144t, Me Mid 20.1 Skit "m Fll-� A —I Am, kevrerexu M W fl:�T In 1, to ti l;aR ZC, Y-'L I V "C"I AT. rl- Cot.q.yw E" Cl- A-ft.- C-tIlt- Nohd CIdAldloo %fikLAU_PLqwlm EN-0 PIWY;t March a 2 r0mrilli, &MIN& NpQn%& P RO U U U T A P V KO V A L S- P E U I F I C A. T 10 N As requirec by Florida Statute 553.842 and Florida Administrative Gone 9B-7'.',-, pigase pllol�iide tl-.�& �nfo;� ar� �',n- i�', e C, g �,om po'�r t ed bE- they' w'li bc- utilized on the co- ,,-uction project for �A, - I 1 1 are ap -for a trubtg Sceory lai,ufaue V-,ctlri ----io rodul' .1::_rptin .4k;povalNu:be�s' S e. 1rmrCaegoyf X 1. EXTERIOR DOORS S m clot h-S ta r (NO N-1 I'VI PA CT) FL20461.1 67.01'-67.0 Psf A. SWINGING Themi aTru 7bemi aTr,- a S m clot h-S ta r FL20468 +67. I hem� a 71 3 S S i T) FL2047C +Kl)i -80,0 e. B. SLIDING tv'll Wi!,ao,.1V`s end,,Doors s 5-, 5 7 0 FL15332,1 - FL15332.5 +40.0.,,-40,0 psf 2 '13 4-14 ✓11- 12i 1211_j PGT o,- `ir-),4 -"J'275,03 +3&7/-38l7 psf C. SEC11CNAL ies 3000`8 -1 0&�8200 # 11--35 � 0 psf +31,0, Wayne - "=,s 8000;8-1 l3X7) + 30, 0!'-3 3, 5 psf rate Ar e -'-'Y 3 _;Jeries, 8000,'3' 1 6X7) + 34.41,,-38 3 psf r J A A Dr,7 1�c 607.707.727 -047 S 'no'= 7 7 �1 N/A ;(see 'Mst sht) 12 2 1,`2 2. WINDOVVS FI_17490,2 A, SNGL-� -JNG V V;-oows and Doors Serves 5:15 f S 'es " 3 +60.0' -60:0 psf 10 /8/ 21 bevies 5500 FLLND9.4 N,,',A 1 7;, 3 a C, - K, FL11206 7 + 35• 0:l Pt, psf 6, - -2 7 - - 6 HORIZONTAL S'_ DER IV1 I Winoows ano D Gfc s Series 188 , +55'&'-5-5:0 psf +30,r&'-30,0 psf 216/21 3 '1 2 7 1`2 1 Pella Corporation .__FL1535 Series 10/20 Series -1 S I 0� 'A'�p r d cwl FL11161 2811 FL14 Pella CoTjoratior- N�l'A 5; 2 5: C • Fines : t C, 0 r"v S a- C 0 " " 1 Se - 5 FL1534 .1 + 60. 0"-60. 0 psf 1 r 4,12C S F L �2 Ni' A 4,'30`21 Se6les FL6694 + 50, 01-50, 0 psf 7! 15/21 o C ol-I o, a 1 10 Series FIB sed FL 8 N�'A 525/2( do,.Vs and Doors Series 5764 F L 15 3 5 3. 22 N,,"A 12131 PG I Series 5500 1 N, A 5 E. OTHE R 3. PANEL WALL A. SIDING Jarr,.e-.- Haroie ProQ, Cempl3rk Lao Sioing and HaraiePilark Lap) F L 131912, 1 F L 1 N 1 2L B SC)FF----- Soll�o a-C; eo vinyi Soffit FL152172.1 - 5 0 7 5, 0 pi s f Soho arc Vented A'urr,'rum Soffit FL16544R5 +54.l2,-54,2 psf 7 1 4. ROOFING PRODUCTS A. l'�IG-IL E IS ab, Din- 47- a"' FI-101,24 "I N/A '12! 16 B. UNDEF'_-Li E[r7l", Tan-,,ko ft,,- "n-gie Roof, -151 b Felt e ay m t POLYSTICK I J M A,,, FL12328 N,rA USA, Inc. 1for Tile :Roof) F 1- 15259 N/A '12/2 3," C. ROOFING FASTENERS NOT USE D. ROOF %IENTLATOR"`-�. Thompsor- Arch Metal Comp. Off Ridge Vents Vent RV10 FL16918-1 FL16918.4 N,, Florida k1etal Products, inc FL21580,3 N. A Lomarco, '!,,c D.A-4 Exahust ".."tert FI-17202,11 +97,511'-97,5 psf -1 'g;'_i 21C E ROOFING TILES Borall Tile \;Ila 900 FL7849,27 - FI_7849.28 NiA 12/3 -1 Boral Tile Sax ory 900 FL7849.16 - FL7849.20 NiA 1 '(2 11; 3 F. METAL Drexel Metals. Inc. DNIC 100NS. DMC 150SS. DMC 175S, DMC 200S. DNIC 51 FL17679,11 +01"-180 1 '41,31 !2 I 5. SHUTTERS A. STORM PANELS GIobal_Protect�on 7�roducts Ga!,,,anized St.eel' Storm Panels F 507 F!-15076,2 N/A 12/31 A i i Arn e r c a, 74�_ 736911 1 N 12'31,2 6. STRUt:TURAL f 0 f V1 P 0' A. WOOD CONNECTOFS ANCHORS _,ompo -erLs AlpiiiLe 4 N'A 1 2,31 B. TRUSS PLATES ss Pates Rim Board. L`,,lL. PSL. _'SL F L' 19 7.1 - FL21; NiA 12'3 1 C. ENGINEERED LINJIvr!BER FL6527r I - F L6512 N.rA 1011,31 D. MATERIAL Hgi-l Ste erqV-i Co,%rete Lr,:iw s NOA 20-0630.115 N/A 911 -1 roc. High Strength Concrete Lintels FL1774 N,A 512521 7 products listed belo,.5v did not ciern o approval at p�an revew, I �,Anoierstand that at the time e of inspection of these products, the folllov,irf ng Irformation must e to the Inspector on the jobsite: 1) copy of the product appromal, 2) A P PL i CA N T S IG N A 7; E- m (D > (D 0 I- CL (D 0 film —0 1 itel Sig n:AW N &Mm wal Agomcd Imu '1 101 V'Vorl Apw,?d 0 m 0 0 0 (3) inva= Oes�gjj 35 Ag'st'" 0 ILL_ — NbA 4— C:) > 0 k M WA Cl) < l(ft VA I 'r- rirlA fo,s, T'LIA. Yel&. VAI Y__ N,lA T_ TV;, Yea WA Yet NIA tVA Y_ WA Yes WA YCM WIN r. j Yft r10A No NIA w 41; MIA NO NfA N. WA t•bA NO NVA tc NfAl NO NIA rev WA NO WAI. 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Pllt.�,,; rcrida Naaart'non, of Business S F ot,3sslrha lk€gualyon Floras Departmerg Ba^irtA$s 8,15rofcs ro at Reg -two Florida Department of Business and Professional Regulation 84din Co e-sandSranda,as -'A' ..r,qa. t 3ar�r_a a a <_ r r ,avwa Building Codes and Standards ; tSG22 __ Prcrincl ApFxnval Appiicat€❑rr rl - RrProductApprGe)ai Application Detail Product Approval Application Detail A a7'$ta-iF1Y - �,� 11't.'$ ✓,:;' . 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Mans Review completed and approved rrtr compliance with the 2020 HE 7th Edition 6Y Debra Anne Klahr PX2300 March 6. 2023 Simpson Strong -Tie 2020 FBC Approved Products Updated I z;tY)rr.FI r F, I Simpson Strong -Tie 202C FEC Approved Products Simpson Strong -Tie 2020 FBC Approved Products or (21 In Kz to all rVS I approval% I sl "cw. 4 mervt Inks to 0 6"'1 511, r -I' "Ittci orl ,_1- I ,f HIL I i lo I'l 414 11-1 F� i I I,1, 1 - F� 06.V, I f4p, f�. I, I f _J, I ��,J r I F L 42 3b R 7 FLsr. L446 Ri, F L 9 1 C4 t) 6 - F: 5 Scq # Product nWeL NumbeL w 1janno Produot DoKfriptign rear It F',::.'.. ,L, t?I S,,j -Iiel Ste-1 Concrete rt, TIF1 ,,Forry Screw (TTN-SS) nf-fele -item stains -reel mawnr Li J i I APA21 i-.N4 APAEFF -'I AT"vAFn, APVA6 CMST1_7 CNISTI4 CllASTC16 raga APS44 -,'544R,A[',,L. APUW, APB,',, Alub-MR, csiti, !.sirs , CS18. CE20, C522 j]:-d -St I a 0-- FLt*5r,-Rfi APVEI44R, Alun,1666 APrrBl Aral A-`V[36914, APVE,131D, CSHP18, CSHP20 Coiled S'Ztraps 4 APDJT2-4 APIDJT2R 4, AP"O.1"I 2-6 APDJT,:� 6. APVL)-, T21-4, A', CT4-218 J111 Frojuct rftdcl, Numbror Q, N� n, PtudiAct0kragrilWart APV7JF.rT2R-l3 DSP, ii TSP Strul to Difilic III SDILr I ZDE5 Outdoor Accents Corflectr Screw I APHI-146, APHH40R APH14.610 APTH6101": lf"ir H1, H10A, H25A, nl3, 16, H7Z 1 WC Hull TIeK :-12 Strioli ve SID Coone rtrar Scifew 6 APIT4, APL6. Ai AP7�, AldVI-4, APVI.6 �,PVT,4, APV75 "Y P 7 �14varr 1GT �, 1401-�, ITC�T-4 Heif,", 1, Tje-,hcrvj 3 5V9 I 12SS SM21 2SS Sliding•0tvilia SD Connector S,$ Scram, APLH24. AF>LH24R. APLJJ APJLH2dR, APLIt,_'1(,) APL-J' 7 ;rjrp, I ro <- I C, H524 Huff Dt F22434 SUCF.72512 SDCF22,-,l 4, SDC2700 S F2E)CF22858. SOCF721014 Strorg.0tirve SMP Timber-C.9 5rreo e, IRVLZ _,jD 5, HSSrl1_2.SE�!n,: I HA a,y ar I I CDC!"221124, SIDGIF2211334. SDCI`2719Ek SDCI`2723Ha3 9 GHT11Z C"i 4; 11 I's-1- HST7 HET5 HSTo, Stil F"ll SDr.;P2--43A SOCR2,1512 �jrGR226114, SDCTa`.27X SDC�22815B SVr-,P,-_)91Z Siti rive SE)GR Timoer-Cvr Scrit�fv i 1) I IT 1: , nrronl 12 HTS16, HT820. HI S'�4. H I rS28 4 F�,:30 HTS30L. GL)CR221 ICIJ SIDCP221 134, SL]rId.27j4(X) 11 C,T 14 Unc? Jrz-, -1 1 3 1117v01 SKTZ JATS02CXTZ 6SL)HR.2740(i S=-7J-R27614 SDHR31400, SWI-I Sidroll twe SE)HR (Tombol-Kead Scw re 12 Els Ont. 4 LFTA IrChr III I ke, Ancrof SD5251 12 S�251 34, SU52¢M, 5OS25212, SDS:153110 SDSM1112, SCIS2b4l 2 Stilorg-Ituril, 808 Heavy -Duly C;onnectcFrScfrW 13 R A F C, 111 FwVJIr%C l'' 15 LS-A.9, LETA12 r.9TAI. T.S7AI(fi, [ �:',TA21 LSTA24, LSTA30, LSTA-16 Sir afght strapti SDS25,100 SUS25ail0, S0925&)C 14 FWA NZ Fow-dal 411 16 1_13914% L91173 s4aigrt 151haps $DS261112FES, S0S25,tX,&-,. SDS25112SS, SCS26312ES Stirccig I SIED8 Heavy -Duty Curnnector &,-; Screw I Tu GAII GA2 C,S_Wt At , ? 11-TIR-20, LTP4fJ Gndqi,,L� 9 SDVVF2V2QS0WF2re4 S1LNVF27:)6r S;LlINP�2130 Ploor-to-1i Screv, �j3 H2A, Wr 57 H._� HIGA-2, rf10S H14r. HCAl i Hur,irt.�, 15 LTS1:1 L"S16, I TS15 Lf'ri-2t, I glin Tt-fst Strap 7 HC,r rZ Ill Taa 1 B III f4eluiriGirder I edoyri 6 HH4 HHi5 H: r 2t) ri, 17 MST37, NIS740, M876C T^T7,1 cmidgint Sitars FI-410007-RB 19 KBSIZ Ill A-0 MSTAI 2 li 5 Il NISFA211, VETA.A, hIST,4, J0 MIST 3 A36 Stun i Stral 20 L30, 1.50, LTO L30 �24 If NIST(,40, 11%151C_11 NISFC66, 0,16TCird tsdi * r t tAraip s -1 Product Model, Nurl Name Product De-4ription 1�1 - LCE4 21� MSTC14Em, MSrr_6W5 Pre -part ri i ATR318, ATRITZ ATR5J? A-1 16;4 -1 hieurce, Rud5 22 LS30 _1�50 L_- 0, LSK ti NiST148, PjlsTICV,), 1 51 all I' t EAiav 5 :T ATUD5,ATLj06-2,ATJLJ09,ATIj092 ATUMS A7U014_ATIjrjj4_2 A r- rnl ,um T a rir - U r, Device a '23 LSC7 ne Goa 25 1112 k4TS1 6, NTS1 8 MTS20 WG724C ?i N71�;SCJC WaivafTwsrlSmelt E31"318,2, EF112, 15P,112.3, DP5`6-2, BP;./h-3 131"314, B1d3j4_1, EPRTUF)3.4 beratirl 'fates 24 ILS'WinuL2 L��WZuLZ F-SI';J2101-Z LaW210RZ table ack Hainger 215 NCIA.1C-12, NGAI 14 NCA2rs12-10 lo'idgrg 4 CNVI CIINVV2 (WIJ15,11, r-'NWV4, CNW518.1J2, 'C'Nil coupiirr Nut's 25 ILSSIR 1 81, L�R2 1, -S-SIR2 37 LSnR,2 56 LSSR217t, 2 II- ISR41 a Ie Slcor?oblelf`Skvo�abfv! HarlqeT 27 RCVVD12 RCVI *al! N a cir a 11 CTUD5�5, C-UD6,-, CTI-IlDi3e CTUL175. CTUD76, CTUI)77,,�TULI671 CTLJDd8 Couping Talsili-Up Devoe -15 L7P4 LTR�� 1 28 FPS16,R!"i RP`5 peplair Plate Sr"n C.T,_J098, -,-UD� 27 ML2Z7, FA'47, li 1AL,JK1 Ill -C-7 2-o RSP4 Sind to Plate Co,necto, C N3. N4, N5, N6 Heavy Wax Nits 25 filifli Root Tie !_.,n ';Q 1,P1 3132, SP4 Saud !-43W Tie 7 RTJL)5, RTUG38. RTUC4 RTUD46 RTUD5 IRTI-106, IRTUD7, RTIJ08 Ratcheting Takal p Dev ce 29 Mill Hinood Rc.0L;orTnectzr 51 5PI-14, SPH45. He avy aAud Piate T .0 8 T1jD9, TUL)"C Take -Up Dome 310 WALU22, M111.1i MNILU26 MULUa-2 NIMLLQ10, MMLVI211, MMLUI.'9NIMLLA311 Face -Mount Hanger, I a2 $$1 -5, Shoe Tlj',/,/38 Take-UrrWasider 51 Rac Rlrl�lw WcA �k),,ndlr-j 33 SiTO,ST12 ST1[i ST2215 Sfrzll Sa aq . t Stralp 5 io U R S":, VS` Uo'ht Rod Run Tiedol S)rstem, 32 Rii -3 Fil l[tw-imi rrt4 TS20, 182','T 7 :1;, i5, I R4'_'- clav-3r BfLV-ng 11 1 IRFA 112" Uplift Rod Run Teclown System F _i RTC277. R-r-4L R_27 Rn C 4 4 plirTie annrcrars a' TNe 10 TINSI.- F,14 Wall Brairing 12 1 % -�5 W13" Upirt Root Todi S),slialm ?.A 51C. S'T(-T I-ITC6 i"tril 1-.4" 3 ',vzT VC,7R. VC'- VJ Alder T:ed,4, 15 1 lz,, -:e., 3',y4" Uplit Rod Run Tedol S,slerri 'Tir, 7X37 T-C-7, _-VIan. 37 INGIII15 "INTIC I,, I ?J3 )",). Z4 Z,1,4 Panel Cilps FL#10441-R6 f L#1 Q5311 R 5 FL#10447-IR a-4 Fr"tjt P-10,I NUMDer Or RaMe Firgguct Desinription FrQQLJ,:( IFF191P] flllnl*l�r 0ri9roc Prioi Descripifor) i IGTT2 Hold-d[orw lea fr Product Model. Number o, Name Product Description 7 -it - - ," F. - Orince-alezi h3rri, 2 HX_1014. Huld-dtAvn Aarul�tabfe p Lrul Face I,: FiL (Ui-! III F I fl, HDO8 HHrCll HHEIG14 Hnld-dcM, 2 r;502L-SDSz3 DSC.-R DFPC;11L-9_)S3 ntag ST it -, ri IF a.atI: uvi I, IF F 4 1AD-J-1 HD ' -A HF)2l HUL-8 Hl;tjll HEY-114 Hold-down z Gull Ci ir if -ttaF � Corr-zt. 5 HPA�Il S:rap-slittiee �vrfir) anc�or 4 Hi !l ACP4 Hip Cti�rcf �,iare, C, LS-HD8 L.TH[jaRj Stap-style hold -dawn 5 HHRC2 2 OHRC,42. JaHill 1+,-JRC4d1 r0, HHRC44 HHHU5 21V3 25 hi HRT_1` Hr,• 7c, Nidge C:c 1 I WSA NIA,AP Fourroaton anchor strap HHRC66 4 in fvdVwr firom 11-�, 8 IMPA-132, MPA144 Strap -style purNin ancrter 6 HRCl 21, HRG22 Hip Rldpi rt PA18 PA.23. PA28, PA35 PA51 PA68 Map-ali r lr�__Jar 7 LRI1A5jrRII'V LRU210 Rall"r, tiza',jor It j Hl�"'_ Farznl harprrs FA;18 PA123 PA128 PA4"6 Strip -at. 47- (if 6 j :3 LISSU210 11'r I '---TH,-)10 STHDIGR_V slapstibit :or.'rr 9 inarcer HHJI_W HHL),L411) HWLSa56110 FAce-nit hangars STH014 F7l11_)14,Rj 1 ,114, 111�121'_" THA21EI, THVIF�-2, THAI 'r-' -ncurl rsi)3ers ava;LaIole in wdtln- rangunj I !,' 4,,1 -IHA42e FHA422.2,T"41i I 1,,Fto5W` ard hitkiii•angsngt f-um 4_114"Irn 15-3W, 12 _% Ir-1% THAl2 if THAl2 1,22, Tr4l: -_:22 I HAI322, 1t4Aj332,' e --a tier -losi I tiainge vera:: i i.H;UR; HSII available hin TAAR422 doublir, -Xard4XrncldeJs 14 1,. F iJA26, -THIN01A U __1(J 2 Face -mount riarl is -:)l THJM21.5-c;_-,'S�� TH_I2n% 21-W Ti_� r t!jF, Face -meant hargeh; a,prable In rli ranging harm 1-14 10 -ril SiF,Vr PLt, t3 fit lr2' and he'ghts irringiric from 2-75" to !3-114" Carcenk 17 la,' %gPA35 VDA4 f+ ta t• ver;lon IHLIC) avatanio tor a:1 rl,10,10M hAv rig mdth I ealer thar; F , S _C1151 ST7 Fat;e il romigiii -.,4'1l IF f-.4 I F 17. 1 S- 5,19 - 3t,, -1 1, 1 Lr_ 51 G 0 S. f iLj Cr C� P, 10 - E= Simpson Strom Tie 2020 FBC Approved Products upoill 12W�w2lt Simpson Strain Tie' 2020 FBC Approved Products Simpson Strom Tie 2020 FBC Approved Products updated `vr al SAT ijYjr0`uJi I-Aej bei- �or oki III Iv all �TST rikolfrovols listed too, :-'1Ls HT, Fa ii III to all --a`r apipto-Is fisted c I� , if For addrI04 1:-anon ierla,ding FIji,:lJ �Tl I �Iju� i�,;Tprlyal System and ou-ltj 14V.r_e INCA, a adalwal rlol,,,Ffuc� rig-dirl rlN h P�oijd Actr,lu,,al '�e, alf j V Lr_F:- 1, Nau�� v Fx �,oij lrljj� '3ry-l- xF -i 'Aam Cade :.Miov 1`475;e Of Acxtirpwice $-�,Ai �,H 271 Lb arf,ee; na tigers Tuplkrigehatingem jr,adalcle in,oldthot'll GlIP"anc heights I'LL 14f$-Rfi S,1LLV'l 5 S. o' S,11_2V20(3 SrLUV_2 V, 5,1LE3VZ tb,. TvpTIjng&JQi5tH.Argert, Sl`LhV3`W S`L6V3'52 &VEIV406 SdLUVA 12 SUW4 '_S S,LIBV4 76 SARV560 22 LLAZ reons rlarJ Top Itange hangers available invirkittiot'll gi an,*lrielf 5_U X Procluctirl [junIbe[2r(lame Product peso. mma 19 5lJL_rT0) ;YDTT2Z SF-FIFF14 H T4 HTT5 Hullcorvirra laltE'* I I ;2' k! '. I HUS21 5-4 lill5r; VlarJ 21 nArJ WST 72 GIfri 114 T'll ['10 gkrTF 23 LEG3 LEQ5. LEQ7 slerlos hang" Top Flange hangers available in Aldths ranging I <lr IT - sa HR S". 2 SqoJp Tilli Z 41;P4 Si Saud Plate T es IM"arld heights rangnQ Ii Q` to 33-1t2' I- H,_rC?210 1.SDS, HFI 2.1 SSF, Dsp, -:31P Sh) cl Plate 7 w, 24 VILG5, MEG-7 Topfliange hangers a,,attill in widths ranging from 5-1 Wto ItI 4 �,E- Ti, _Wi Tt+--BH2, THGEI�3 T-IOL-H4 jrr�,r;4j4arjgel 2,A STC LITC �-Ip 713"and Ihei^hts rare grig fro -in Wilo,32.1t, m, 71a;QH2-j T.)Sr3 7J!SQH'1;CJS4 5,Tkii:404W-SDS6 Jrr�vf Hangpir :1.4 TRC:r TiuvsF t-'agona I 45 1611-F seTift qarigers Tupfflinqe hangers aNaillabli, In wt0fill ratigiN frorl I T f -,1 3. 1 11Q*N4-4 4,u Hariqw 2,. Thl jack Gennestor 113'and heights ronorl ftonn 9-1,4`tn 24' 26 PF. Pill PFOB, PIFC�SU swill Trani Topfivrige hangers atiaiilauia in wide, of 1 W16' am treighl ranging horn 3-3,0' to7 1.18* F L ill 14 73 FL tM3904-R5 27 RR Frol rafter connetcr 28 'i satiCs hurpirs, Torplhilial hangers akailaiche In rvidcris ranging trw-T 1.9113' to 5Qa 9 Product Qa5gLQb2n 5 M Product MRAW..um 2wams M, tMug QWnatson 1JU"'ard itenighits rang EV4' to f;15S Arrncir ii 62 SCi DIG C-C(ZU li W,, COOP45 9C1SW Lr, C �,13 67 S3 r, lllasonty Piet C-a-ps FGTR F-rTRHL FG7RHR .'.rdar Re turn A rric, ,CTOW 62-Srib-G CCTQ 1,-Q-SrjSG, 2COQTvT_1 82L7jlSG OZZOITI 62 SDSG 1 Fliff, Hli H16-7 We-2_S Hulf p r-CCQM5 111U_SIDST.? FL*1086Q-R5 4 HETA12, 4E-T AT16 HE7A20, HETA24 HFTI"X FCC LOW 62,3-K-t,l Fier(Ans- I HETAI.12, HFTAL18 HEFA.L20 (ElGCLRQNU3. t;2G KT, E*XLRQf,1r1' E"LL;tW;4 6-G-KT ,eq # Product Model. Nurril or Nilkinle Product Droscinpitforn 6 W�APA 10, H1619 KT � :�:�C! RU f,;, I- rrtiA44 "L�'A`44hL AErA-B, AP-11,43IR ABA66 kHAWR f-,cfjJ_5taLIe Rust ease 7 11-Fir IIHEFA-M HHETA24 H"E-A4T- HGUlA5 �fl HG'_ I Ica,Y Vasc,,I, HAnqeiru AS,: 4 4, ABU 44R A ld,j46 AE"46R. ASU5-5 AgWI-6 A"S, ABUr 6 ARLIll AIET;8H, AdjL5t3b;0 PCISr Bast LG T 25 LG 1 -� 4 Lc_I-M26-2 LGI Mirl G Nusorl beAirl Hangers da8:.j88R,A5ljI1j1C ABU1019H A3L:1212, ASU1212R 9 L?A'_--' L 0 -IV 2`10 1 LGLI 0 4, 1 ,%J MI.., r 14A I 3 AL;`qrV44Z A9W"RZ,AF.V4J3Z.ABW46RZ AEJWi3;5Z.A2WWRZ.AdVrj_7 AdjLaIIIII010 POSt Fal NjFj A 1 --1, 1AP-TAI 6 Vit _lA,1`.U�_- A24 NlIn7u,,`I�t MISHI 1244 2r� NeliziFHAJ 1 2JI 1 2r.i. MBHA3.15kP-, 1 Nita-sIoll I jo, FAtion PaAm tarrol 4 AC4, AC4R, ACF4, An'6 AC,61R ACIF5 Pallst Cap MCrAt.42i,, VSTAM18 MIS17C1.140, N15r rrr INF6HA3 66111 88, W8,A:1, 5&14 1.116HAI 58f`16, `X, 1,_ ,jf 5 EC4, U4-45 SO4R, BC5 BC6R BO5 BCSZ 2[4, BC5M poil Gap himr I, h F,"Atr_513IS 25 %TBHA55011 25. JABHA5 Witt IN 4:4,A 6 C1144, �134A4 (W "Dirlia, CPFA C01111711 Nfrie NiSHA1ST3,18 7 G85044-5,E)52 C135446-SDS2 CBS066 Si CU�9"- Erittedded Colull Base -1 � n ."- I ll,15HII .I_ - �,, - L HangvitF a CC. ECO. EC'a] Series 6oited oolurrin capsvAdlln W1 fargrg Firilm 3-1FJ4' to E0r`;"Jrlrd FL#1 1456-R tc0i 125 vl-?HLjb Ill to 7.1Q' 9 5 FrX�CI-S'DS: 5 Series cap� JYb VNII ravqi,,j I'mm 1-1 `4F to r1147' ,it Se<i # Product P12�al tjumber*. Name VIV2 -anging from 3-5/6' to 7.-I£7 Cl liz 10 CPT44g' CPTI OPT&V Cmnraled Post Tie, Rise 2 11012 H019 i FL#13575-Ru 11 LPB44A, LPE44 EPB4F EPB56 Embedded porsA boi 3 HU2133. hL1_,B, HE)7B HD912 1,T EP,'5,47 Embedded Fo*t ease 4 111 HT-5, WT5-3,14 I §tq Pill Model, Number or N;tJ lomduct Cescription UCE44F LCBS'r' Ernbecided Galkimn Base LT r 19, LTT 205 1-717131 SDIN2Zt" 5DW22rii SO 'te __ btif rx; 4 Di iu e :.uLMT EW-P _Y and TRUSS - L, Sell 14 Ln6Z Ligint Post Cap 15 NIPI NIPW2 NPW7 WTient Post Dasirt SD," CA5800 S17,WC TIRI_jS Stue- 16 P844, rl P846 Fl PBj6R Embedded Post base FL#136nM 3 '_-VWH19Y.*D6, _11)WHIV,100I)e SIL)WHID61WDE: 80WH168WrjE4 SCV4Hia 00006 1_'4orf:t --two SICANIH WvIBER-HEX Screw 17 PGS44A, P5SJA FliS65 Ilzmtedded Porst &nse 4 1 _,") 12? 4*'Xi SljV'1H,2 !&CG S'-ANI-42-80W� SEAhrli OOOG, SLIaIVH2-1200G Slroq Dive SU'ViVIHI Scne, 18 PE1.16 P6100 Round Post Bvsc Sea N Frydiurt M2ggl. Number or Narne FmgUrnit Ll"Wnaugn - ';Lt.,.". 16212, 3uV 963W, _SL l 53' 2 t5LYWS1d400 '54orig-curve WNS F t4.tAING 5trew 19 FC44-1P4FC84 1�3P-16Eol-44�16 EPC46,15ERC8-15 III I t351`,S371,4SB30 �JI, SO,311630DW19712EjS224CrS"22512. SS22 Srewiliirenot Grade! l FP064-1 C, EPC88-16 2 5TB!loS$T81D !A5TB221 aST626. SSTt.44. SS]636 Ss_rk;115 i�6� U20L, T 4L L 62 0 0 ""M 8 0 0, S 0`,JrifS22 9 00 S WiS 12100) S DVIJS22 11 CC SD--1322120 LSO? 20 PO4Z PC4RZ, or-W, PC_bli?Z PC8Z, PC8RZ EFC-4Z, EPG4FZZ Elor_5Z, EPGdl?Z Ep"Z4 Past Zap SST F128 L t�O.V_q' 30GLE3 SUtlnvliK725ill bDWS228CGDB SDA`522&GDe, S'jorg-Drue6U.V5 T,rABER S4,ruew lExtenrar Lr FF-'CSRZ 5=t vaH 000l 2` FPT344 4Z PFB".62! Pose Base S-DWE 31120BR, SCIAZ22512MG Crul000r Aril SuLot d Screw R AZ RetW Post gatio FL#1 3872-11IR4 Jr;7301ISS tDWil"S,2740OLSS. SDAIS27�C�TL,,-b SDAS27il SDIAIS2780GSS. SU.Vs: 'il &S Screw SDqS2711200S_i SM X Product Model Number or 11,18-ne and uct Dt�s,.a.,Lt Lon S 9 VAY 13400 St, on 3 -Dirve SE)1.rVV S�LIE -0 RINI 5,-,aw F L41 Qe6r&-RS CIMS712. :WS7114, CMSTCIA), OR14 CSV rA16 CSN�(_522 Coiled plrra - OrjeFoorJAcfcql Hex -Hpan Wasmer 14IRSE HRS8 PRSIZ FHA6, I'll4a al Flrl�z Ff4A::-4 F,=rANC TaFTS726 WSTQt6 Stir"All P , -1, iIt r5eq # Product Model Number 21, NL3.rc Product Description US-148 Nil II SAISI_' "AST 48 1 FjA FSA Votirdatlan Anchor 3 tral WS20; HT-�,-4, kr.S78 IT Ti.=11-1 Heav:, Tw-r* -, F, FLV15363-R3 FR;:P Fill Rubroffif Fvrjr��Ttatiun, Pierre 4 1 STA,30 LSTA16, 1_43i L S-7� r.,' tn VSTAI� A'�J, 4' G"45-6 QH46-3QH4",, 3, CHW-5 OHW-45, III GH66-C Girder Hanger 1 LSTr`Q LSTAI� STA"15 L1,;TA`_, L_ ZIZ.-, T. T �tps ,,I l; A _Sga_* Pill MQdel. Nunl il Na,lne Product 0mriptigo 8, GH610.6, CH61 D-8 III) LSUSHI 1STIFIIH13 21, MSLIF" Erdgi,q C'n r 1-1-- 1 t-,F I AS S AS 8A55 A,3 TAl'-:6 1 -S go Tl,,is Ptana�� 4 GLB5A,GI.55B 01-55C L L _Ur- -_LL7Eo GLIB'C GL137D f_liularr bealing ll 7 LTP5 L3'ef3i I te Vila.- 2 AS UH.S .10 ga High 1 1 Fuss Plate OLIPT512 GBLTS12 - r-zi$, 7 - -L&T520 CI6LT1520 Oulam Searing Plate 8 LTS-1'2. LTS,16, L7S1$ ["TS>C ga T-crinf Plan C F*LBA iGL3E5 HOLE- 1 LI3_:' fill Glu la m Cearnill Plate, 9 MST A30. Ir STG21S,:S7A_22T EIS, _41 2 ST18 ST.22. P iSTC2h, PAST C40 N, d4 rril (7 5 va) 4 Ast-P kit nge plate CC" r HeA,y Ginner Tiedowir, 10 M57C66 MSTC78, ST8236 ,![Ffl rVil C4 ga, a U7PIC-SES-3 (Imeuir FaindationPlate 11 1 z MTS12 IVIT .Sla fWTST8 riqSX Pl-,Z MTS30C l.l - I- % st , '2 zfFs Ii I-Inr.ers* Rebscrilrit Foundation Plarri 12 Sill 5il elM, Vaa I z, s�, 6, VE,4 w i ast H a r 7 FLI 57 30-JR4 5Z5 1,ij 13 Si 1--)43r SEA ZJ. 1210, StA2.1 a'_-_ r fist .18ttC1, I -i- -oat Harql jivq It Pricliuct Model, Nurril 9, Name product Cft,.lr;rtPt;Qn $?BA4 !M2, S&A4 18114 i FT HP 46hesiwe NrlchQr `LX enrol*- 114 �14 1 A Hill, CAC C-rb'?S r-'vIi IUU,'dIH Gas actuagaid lattono,s and arsorri is Sill STIOM. siclos S)Nr_-;1rjr3l &T-t-,155, S IDisS tb PDPA PDPA_i<, PDPA K*S Pf7!JPA7 r-r.PAT K Pit!1,14' P t4lAIP PININPW 07)PA*L Priol actuated fastenets t"readed gbufis, and 2&5errla 16 Sillt LIL14, o`1HLIILG !=jH1)U9 Sjl,L)U I I Pr1rXV1L ?i PWL 7. P`,VI,k-K, 1o,-1 DPA. DP; "PA: o7RIIIA3, PTRI:I,,4 17 StJCT, tilill 4 SET-.`L_ Adhesi4r, Aichn,foo cor,reie Simpson Strong -Tip 2020 FBC Approved PrWI ticts updatwl T2,--,,,Tw 1 height-- r -i !g tror- 4.5i'1 IY to 11" Cortooaied flange anh Mn er, w ailablit: f, �.dthngnq from 1.719"to it -.ran: from k.IF*'Ic lj� I I L Frit-1, F vidlI ranging from Iw9f1 6" to F,:, Jr1IV, tic 19 - 1 t2l ,I I IF orhth% ranging lronin It 7 1 to 1 S-341 rilabIe for all riouble : riled !-i '19 from 11-01016" to FL It I 1) 6 ii-, I `rodw,;a Nutool;,r or trilfl-ij, able in vociths ranging front to T trom ]* " 4, to ,'_, . fraill r _i 3ble, in vAdths ranging trom ;f,UFto 7. eights to y from 5-114" IC 2,1' L-1 11m"45 ralnprra' from "' I F4`10 2V I L _1 Jr-Adthisr.-Ingiingtrorn 11--W4"to;, c uhts, rang.,,g 'torn S ltilli 24" hangers ;v; -lable In v4di ranging from 5-1ir,l` to a. Lqhts fang•I's from , I" to K 1,27, wmiciths sand from 3-519'to 7- ' ! 114" ltr -_7 vA, I. it, wttltsrarl from 3-114" to &718" s,ailgil F I I,` lr) 28" `:r harlijetis- 1 le rovedths ruingng from 3-1/4" to 7- 'to 3;,' dths ringing from 1 to 7- 4- 30r* I jrqiii 1 1.12 to, 28 t itr Ttati jetil o - m, ii,.�,dths JtAigi% from 3-11it" to & -eights rani: F, , 7 12" to ,,,r 1 . - cr n v,,dtris mirl from 3- 1 1,V* lo 7- T it F 4'* to 3� ' lf:aIrl from 2-5V16 Ile, 3- to 21:111 avatlzi:tkl ill wdlt,irs ranging from 1-118- to olng fir-i 5.5t8 tc 11.1'i aidle i eAdlihis ii-riging from 1-91 For,, 7tlff 111 '5" Concealed range trr 11 eir;,rawing vvil equal to or J I- J-4s li. Adthsirm.lging from 1 -91 tc ,eldnN ranr, rn it -.-dths,airiging from I 416 tic to F nic n vndths ringing from I 1 1-1 V: FT C 6* and heights 4- dth '1 911 &'and heights 0 8 2023 V Virtual Review Assist, , ..c. Plans Review completed and. app -ior compliance with the 2020 FBC ith th by Debra Anne Mahr PX231L, Simpson Stroncl-Tie 2020 FBC Approved Rrlod!LlCt� Upcided 1 Y50rMO epil ji Anchor rot Jc, oleo -r T. CTypes _IN ary 315 ,raiilll s-p.ol !'I: f, I 1,� T F 4el DutiSrew,koctrDrfor (,oncretearid masonry lw IF Ae, Flea hi in, catl:,o, Stivi a rid Types 334 and 316 steep or wV) rFoutrrlr u,i( heed In carbon steel and I%, ate'r less steel 7hreaed PtA "au lc, f- oix co,( roter 1. WL L Threaded Rod .Hanger lot ocF,F:;etl Jill I c. fut uduat Diliracrili naincretenr masum, jr masonry --t � ,,Amigo l-rr liasorr., !,r, Vj CCnt re'= He A,-LWI,, xre%A--- w to r.acrel available in 134 -te-el, a"ro hex rf,ejd. ar.A 71E stairl"s steelwth Art. 1SQd ,T -jAsol .1 I.j long YpTl9 F lit g-Crive.uri, Large eal ,- -J-Dilrillil Ttill nTfI sirs Dit 14 l' I c, In t and je U! r Hex Waslvi Head Xrol Medlj.JIn-Hew, , 30-7itillinj, 05 DOI F'airl and it i Ular,,Jiatef sax Tiona-LInve X Metal $,etl r T, 'PD"1q Screvrz with 05 l, ;tJoir :)nve XLJ TA tar: Tappfing'Screvs will L - ':ord: F lo,, j2qd,5',(IPtJon nd # 12.14 Slrcng,Dn%-in Fill F:raming-to-CIFS See lipping ScTeius -cnne,rrtr V, all Conne--tor -f-ctul, 0 Tappil 4 412 14 and 24 S-rarg-Dr X Wilal Self-Driling I Szrc- I rtF i-T M MONA 4 • • • W J SHEET NO, PA 1.3 Ilf �M •bR k�. M1�1M4DiADE - ULU11-DADEC0 :ri PRODCC T C OINTROL SEC TION 11905 SW 26 smeat. Rom, 202 DIPARt4rEN"TOFREGUT-ATORYANDECONOUICR.ESO RC ES IRERi `vtirt- P rAa33173-:474 BOARD AND CODE ADAnISTRA'19 NDFAISloti fi6p31r-'3!�Ci Ft'•t�)315-:55+� NOTIC E OF ACCEPTANCE (NOA) wwtt-miamid 44etttsrrctoaomc PGT Indus trii. Inc. lia�0 Terlinolo-Iltirr=. Nordr Venice. FL 34275 SCOPE: Tbi NOA is berno issued under the applicable toles and re•¢ulati .s o- esning tLe use of constiuction materials- The documentation subrraitted has been to t-ivwed and accepted bti 141ianii-Dade Countv RER -Product Control Section to be used :n.Ni Dade C +?tv and other areas w13er? al ca•td by die AuthQnry Hari rug Juir.Acuou (.fit. s �t ,_ _. ti, . - _ Tiii� NOA shall n,. be ��atid aver flee ex au. n dot _ -,aced bel., t 1.ne . l.auu Dade C,. T Prodts t Control Sec tion `o -ri a -� - �� t "i' t i," rTn . Lana Dade �,.-u ast�9,'or°tle �ii to slam � �tlt� tn°tn. �a ode C:�a � r art a the right -+ 11�°t a this J � .. 1� t� D nark } e g product o r inaterial t sted a'ca qualiv..wiairancepuiposees. Lf this pr lit t or inateriai fail tier perform in the accepted m .caner. the ma>.rrfiacturer will incur the expense of such testing and the AHJ may immedixel y re v olkte . modify. or uspend the use of such product or rusteiial :within their jurisdicuou RER resei-.es the tight to ie:•oke this acceptance. if it i, detemxnetid b w 1\harm-Dade Counf .• Product C:+n of 3'ec ion that this prochict or matexial fails to ni"t the tequnemeatsof the applicable bnildme code T1iis• i°o'duct i.t:� a of-ed as describedhe elii and has teen ,deli ned tc com 1-w, with the Flornda Buildine Code. p liPr g p . .. u. ludine the Melt Velocit Hutr.ca Z:,tom DESC RIPTION : Series "4_ 4-a "0" L'in•-1 Sliding Glass Door (Reinforced) w ts•o 9(P & 1391 corners-LA11. .APPRO` AL DOCL1iENT: Dra x-mi.;�c MD-;=,-0.0 Res-B cat --d - t'tmi SlidzugGlass Door NOA - Aieez 1 through ' 1 of I.prepatedb-vinamifacniiet. dated 10 05A 5 and lastrevised on 02. 01 '' 1. SImedandsciledby A.L,mil1,Ii11er. P.E.. beat ingthe Nisi((:-DadeCountvPsoductCt tro"Re-viSton oantp with the Notice of Acceptance number and expiration date by the .Miariu-Dad* Couury Product Control Section �IISSIZE I'_1LPACI IZ.�i11G: Lame ancl5tnctll�iissi.lFImpactReistanr Limitations: 1. See table 1 (11rNer 7 aind tables (sherrt S)fcrapplicablr SGD unit sizes. desi_Ra pressures. ieinforcementstypes. i la _•s t Tes_ ill riser t;,ee table. B- I & B-2. sheets -8) and anchor lay art sheets requirements in 11 duu 16. said'Mhite P'ti`C .Tara t'don-.t bite;( Rand P '"C windBa cowc ci red (Painted or laminated) white Pug 4dP%'C" to be labeled per referencedNOA`E reclime•ments. i. Lines operable door, must ,- omply with min car width or sleight per FBC requitement. as applicable. 4. Pocket walls under separate approval- to be renewed by Building ofictal LABELING: Each unit :Ball bear a petriaanent label with the marut c.tuter'_, name or logo, cin-. state and series and yoll � wine Staten : "1+liaini-Dade Count,..- Psi°odtict Coatrry l Appt-o,, ". noted here ic.. RE N-ER'-AL of tlu _N0A shall be cori�adered after ,a rtzwonl application hw� Beek: filed and there has been no charm in the applicable building code uezau eh' as%ctuig the per-ic rxe of th:, pt Pict TER UNATION of thus N OAnill occur after the expiration date or if there ha,, been a re vision of change in the p tistase cl this'tiC)A as aan endoreunt of any' pr,x�tn. materials. use. and=st tan.3ritifactirre.-.f the pi or p r�ceS'S 1, for sales. ad•, ertisine or any other-pugxnes ,,b all aut n rt c aUyterinmate this 140.A. Failure to coniplytt ab aner :--ecdon of tlu-y NO.A :�a11 ire cause for tettizination and le i-al c,i NCIA. ADt-ERTISE-XfENT: The NOA uumber precededbv the words Nhami-Dade Count. Florida. and followed by the e =pirauon date inav be displa-,edin ad:+rising lttesatme If an poitionof the NOAis displaved- then it shall be done in it, entir-erl; this a - I.. SPEC TIGr_ , A cop.) of flay entire shall bepioc,�it�cd to the t�, b,W-tine iniaacxurer or its drstrttnrtors and :hall be a-vailable fc-,r iuVtx:tion at tlneJob �stte at the reelile•�,to of the Building Official. TTais NOA revises & renew NOA ;�20-0429.05 anal g rise., of this pate i and esrde :epages E-I-E-2. E-3. E--x. E-5 & E-6 as well as appro :-al document inemoried ab,-,-e. The =ubrnurted docuo Notion teas ies-ie ved by Isi i+q L C Linda. P E. NOA No.:1-020F Q t Expiration Dare: April 14 :(a3ta MI ,, Approi al DateAlar'ch :^. it).1 Page I PGT indurrie Lrc. NOTIC E OF ACC EPTAN4C E: ENiDEN( E SUB -NUTTED 2. Fi ideiice Stibiturted under precious subtnirtxal A. DRAIN -EN GS 1. Drawing No. MD-55770.0 Rey- B. titled "vinyl Sliding Glass Door NOA (L.ttf) . streets I through 21 of 21. prepared bv manufactwer. dated 10 04 15 and last revised on 04 2) 20. signed and sealed by A. Lynn Miller. P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) C"ychc Wu' id Presstue Loading per FBC. TAS 203-94 along with marked -Lip drawings and installation diagram of all PGT Industries. Inc. representative units listed below and tested to quahf , Don-sil -91 and Don•sil 983 silicones. prepared by Fenestration Testing Laboratory. Inc.. Test Reports Nct.. I TL--89'. PGT P'4S75520 P�'C' Fixed Xk`indow (unit 6 in proposal). dated 09.03 la F TL-20-210-1. PGT '.SGD 780 Alunuanlim Sliding Glass Door (umt 7 iii proposal FTL-20- 210-.2, PGT C A 740 Ahun Outsaving Casement Window (unit 8 in proposal) FTL-20- 210- 3. PGT PW76 0A Arunuinuru Fixed Window (emit a in proposal) and FTL-20-2107.4. PG T PW76 20A Altimi num Fixed Windom' (unit 10 in proposalf dated 07.13 20. all signed and sealed by Idalnnis Ortega. P E a: C..ALC UL.ATION S I Anchor :-er icarion calculations and sirucnnI analysis. complying with FB(-. -tb Edition (2020). dated 04-22''20. prepared by minufacnirtr_ signed and waled ,Anthony L mn'�hUer. PE 2. Glazing+conlphes and -16. D. QUALM-ASSL-R.A.NCE h airu -Dade Department of Regulaton• and Economic Resources RE R). F ILATERLAL C ERTIFIC ATIONS I. Notice of Acceptance .No 19-030z;.02 rsstexal toKui-aray Anei ca. Inc, fortheir -Trosifolt Uln,aclear, C lear. and( olor° PAB Glass Inter lavers". expimg oil Nc�t►ce of Acceptance No. 17 08i1�3.0? issued to l� uraras A tnerica. Inc. forth>'rr "Seun� Gli� 1 (C leaf and White) Glass interla} era . exlgmg on 07 iA 23. 3. Notice of Acceptance No 18-1106.10 issued to 4rmsnon Extrusion_ L-unnared for their "Bron-ii Coated (Painted of Laminated) White Rigid V( Exterior Extrilsious for Windows anti Doors expAug on 3024 4. Notice of Acceptance No 19-1106.11 issued to t nieni Extrusions Linitted for their series " `-E 1000 Tan 202 and lighter shades (Non -White) Rigid C edhdal Pl-t: Esteiiot• Extrusions for'rt1 indot'a-s and Dooi's expire g ova 1 29 21. : I:6aq I. Chsntla. P.E. Product Control Unit Suptrri-.or NOA �0.:1-0201.03 Expiration Ditt: -kpril 14.:62_6 -�pproea1D2te: NLarch _6.:0:1 E -4 PGT Izidust ies. Inc NOTIC L OFA( (_ EPTANk F: I � i 1 B1"1ITTLD 1. Evidence-ubmirted under prexious NOA .A. DR 117C GS 1. ilanufacturer s die dra vm2s and sections. q Sn binktetl wide( A'0.4.4 v. 11-G10 ` Y-J) F)i,aeaw _ No. '-5570.Ct_ titled ,A-urv1 Slidine Glass Door t:�.� (°Iris )". sheet; I ti thrc�tig11 _ 1 of -11 prepared b�.- tnluiufacrttxet. dated _0 0;' _5 - ,>< it.� y re"Ysiorl A dated 04 05 17- signed and sealed bi; A. L,,un Miller. P.E B. TESTti 1 Test report orn I r Utaifomi Static :Au -Pressure Test. per FBC. TAS 202-94 Large Missile impact Test per FBC - TAS 201-9=4 3: Cyclic Wind Press-e Load lug per FBC. TAS _203-94 along with ilhulced-up drawings and llisiallartoll diagram. of slidingglass door. prepared liy Fenestration Testae Lai- Inc.. Test Re it No. FTL 871'. hated 12TJi 15. signed and staled byItalxns OrtegaP. E_ Testrepot! re . raced or0- 15 16 and 0 ' 24 1ti Tesl'reporr or. Infiltration Test- perFBC. TES 201-�44 ;_ Zarin Static Air Pressure Test_ per FBC-. TAS 20r-94 er Resistance Test. L;er FBC. TAS ,(1'-94 L :.._.- `slissik Iinnpct Iest pet FBC T_a.S '01-94 5 Cyclic Wind Pre>:aire 1r Load( ag FBC.- TAS 203-94 6 Forced Entn Test, per FBC. TAS 102-94 along with marked -up dr iXiags rind ► ist allation d iigraul of #: sin 1 sliding glass door. prep Lre�` by Fenestration Testing Lab. Inc.. Test Report No. FTL 8546. +dated 11 -0-6 15. signed anlo; sealed by Idalrnlis Ortega P E. (Test report revised on 01 04 16 and 02 112016; 3 Test report ori 1 iltration Tea. per FBC. TAS 202-9.1 Uinifuriln Static Air Pres' hire Test- Fes. FBC. TAS 202-94 3: Water Resistance Test. pe: FBC . TAS 02-94 4; Large: 'Missile Impact Test per FBC . TAS 201-94 5 , CNa l'md Free Lciading per FBC'. TAS '10 1-0 6 Forced Enrn•Tesi, per FBC- TAS 202-94 aloe wall wed-u drai'vui �r sand iirlstallation dta , of uiyl sliding glass door. pr =ared 8 p g � . 1 by Fenestration Testing Lab. Inc.. Test Relaon No. FTL 8-547- dated 12 U+ I;- signed and sealed by Idalumt O: -e ga P E. (Test rep co. r-e;•vied or102 15 16.1 4 Test report on I _'tirltn- tratnon Tesit. Ayer FBC. IAS 20-1-94 iniformx Static Air Pressure Test. per FB(-- TAS 02-94 1,3'areer Resistance Test, per Floc.. TAS 02-94 = Lark Missile lntp att Test pef FBC . TAS "101-94 c_ ;rlic 1A'und Pre�tire Loading per FBC. TAS 203-94 geed Entry Test. per FBC TAS 202-44 along with marked -up drawwas and u taliatton d cif %amyl sliding glass doca. prepared bv F enestra i ion Testar gLab.Inc,. Test Report No i5. d ated 11_104_ signed and sealed h�Idairs Otegt» P F Ie;t rep an re;i�;i -, 16 a1d 02,11 11Id). l7haq 1. C"handa, P.E Product C-o•utrol Vint 'uper---i oz Xis..+, No. EsutradormDare: April 14.:t+:f ippro, alDate; \Lirich _..:(i_ i E -1 C sal 1i indeii "; anal Doors. Itrt NOTIC E � 3F AC C EPT_A_NCE: Et-IDENC E StB1QITED E. iLATERI_AL C ERTIFI( ATIONS icoatiuuer 5. Qttane% Part :SuDei :Statldard co pt�'-sng -xith AS.TM C 518 Thermal Conductivity 0.881 BTU -in. hr.-tt=-``F. ASTNI F 1'49 kk'% TR-Pa:�. A.ST\I D3985 Ov- ,een-Pas`. ASTNI 2190 I.G Durabihr.--No Fog -Pass. f80artmed iiii(l'r pret-tiins N-D.4 .\-o. i 5-04M5t 6. Quanex Part Din.isfal c0114)I 11121 with ASTM C 518 Themial Conductivity 1 BTU --a hr-ft~-�T, AS'7\1 F 124' %7F,-Pass. ASTIM D 1434 :Argon Pemiea ce-Past- :AISTM E -1189 LG Durability -No Fog. ASTNI E 5.46 De�,t Point Develop t -2011F van 48 hn. (Snbut iried under Ai9A A-o. 15-041KOi5). Vision Extrusions. Ltd Parts coW(,I g with P�'C-A.A-Lk 303-13. Vohursanr Specification for Rigid Poly%:in--1 C-bloride (`P%: C i E error Profile;- for \'tsion E,xtn ion;- Ltd.-i'T.-X-1 by AA\LA Fetne-sttalt�m F-mernor Profile Certification Progrian- 60tr i ted rrrrrfer A'0..-3 N'O. 1.{- 8. t'isiorn E_xmisions Ltd- Parts conlplvitng with P4'C - A.A L-k 303-13. (-Snbntirted under \0.4 A-o. 1 •-040-0.05) 9 P'%'C -AANUX 303-13. Voluntary Specification for Rigid Pith ,'in-.l Chloride ('P\'C` E- enor Profiles for Visic'n Examsions Ltd - K-1 by .A_ 'cLA Fenestration Exterior Profile Certification Proguim. 10 Notice of Acceptance No 18-121`.14 issued to Eaergi Fenestration 'solution. USA. luc for their Iasi -1040 & light shade (uon-whiter White Rizid Pt-C Exrer4or Ein•usiani; for Wiudox-s and Doc+i expiring on 02 04 '1 _ 11 Notice of Accept.0 _e Nc,t 18-0122.02 Lssued to Energ>r Ferstti_tration S,011111on. USA. . for their se"xnes -NAlitre Rigid PVC Erserior Estlarsions for Windows and Doorc• exparnng oil 0' ?8,..?3 12. Notice of Acceptance No 2u-0203,03 issued to Energi Fei:esiratroa o inotl. USA- Ivc for their '-Bronze & light tirade cap coated Wliite kizid Pl'C' Exterior Ein-usions for - Windows and Doc+rs". expiring on 041d I STATEMINTS L Statement letter Of conformance to FBC Edition t2E)201). dated 04 22 20. issued by manufacturer sign ed and sealed by Anthony L• can .%liner. P E. 2. Statenkmt letter c�f no financial interest and of indeperide_} . 1s .led n• rinanuf<tcTurer_ d;ateJ 04 °18 '20. si,ri ed ,ind sewed by Anthony: L-,xan \.filler. P-E a- Private ab t do�_riin t between PGT_ d:..ted 01 t3=`5 d signed by all .. Pei � to L clang �. �e n z and _ . involved partner}. G . OTHERS 1 T uLi NOA I -ea es «NI-OA= I'-CJ4!0,0StP�`Tiv ( GI) and uldate,, to l=B(202O f -tn Eclirii-,ut expiring 04- 221 °221 2. RE:R Test proposals •=19-1155 dated 01 10 21 approved by Ishiaq I Cl�aiA2- P-E. e%T1fU g 04 14'21. Lk-Aq I- CIt:ands. P.E Product Centro? 'nit Sup#;n-&or Expiratiou Date - fir.. _ Approial Date; NIA E PGT Industries. Inc. NOTICE OF _AC CEPTAN( F: E1'ff)EN( F SL-BXITI TED B. TESISicoutiuued► Test report on 1) Alf Infiltration Test. per FBC . TAS 202-:4 . pei. FBC TAS 20'-94 ") Uniform Static Air- Pressure Test a o 3Water Resistance t. .4 ) anc Tea per FBC . TAS �.0_ . . 4) Large INllssile Impact Test per FBC. TAS -101-94 5) Cvchc «stud Presque Loadingper FBC. TAS 203-94 6) Forced En1•I q Test . M FBC. TAS 20'-94 alone with+.-uked-up drat ings and 7. ,►:. `-•-inyl sliding glass doorprep b,�; Fenestration Testing Lab. Iric. Test Report 1 1 tit. dated 11 06 15, signed eons sealed by Idalaui Ortega. P. E. (Test report revised -... _ 4 15 and 02 11 16) Vest report on 1) air Infiltration Test. per FBC. TAS 202-94 _' i Uniform Static Air Pressure Test. per FBC. TAS 202-94 311 Water Resistance Test. pet FBC TAS 202-04 )Lar e Missile Impact Test per FBC TAS .0 1-94 5) Cvciic 'Wand Pressure Loadtngper FBC'. TAS 203-94 along with narked -up drawings and installation ding i of vinyl sliding glass doer. prep b•, Fenestration Testing Lab. Inc.. Test Report 'No FTL 8552, dated 12 04 15_ signed an, sealed by Idalmis Ortega. P. E. ;Test report revL•rd on 02 15,22016 Test report oil 1) Urniforian Static Air Pressure Test. l,ei FBC. TAS 20-1-94 ') Large Missile Impact Test per FBC TAS 241-94 3) Cyclic Wind Pressure Loaduigper FBC. TAS 203-94 along 'vith tawked-up dn.wiugs and installation diagr iii of vinvi sliding glass door. prep b,Y Fenestration T6ting Lab. Inc. Test Report No. FTL 6638 (ampler A-1 r.hru A-22). d 11 19 10. signed and sealed bar .urge A. Canso. P E. 6iobinitted uir der A'0_4 A -a 11- 010,0-I► 8 Test report on 1) .Air Infiltration Test. per FBC. TA"--, 202-94 2) Uniform Static Au Pressure Test. per FBC. TAS 20'-94 3) Water Resistance Test. per FBC. TAS '02-94 4) Lame Missile Impact Tear Ivr FBC . TAS 201-94 i) Cyclic Wind Pres:uie Loadtugpei FBC-TAS 203-94 6) Forced Entr., Test. per FBC. TAS 202-94 along with r;uked-up drawings and installation diagram of sliding glass door. preps. by Fenestration Testing Lab. Inc. Test Report No- FTL 6237 (samples A-1 thru A-54. dat 1'06 10. signed and sealed by A. Causo. P. E- tSubinined wider.�'D.4 A0. II- g Jorge_ 010 - ts9) C . C AI.0 ULATION S 1 Anchor ;verification calculatiow and structural arialvsis. cornipt�mg with FBC-2014. prepared by PCT. dated 12,09 1 5and last re -,-iced on 02 15 16, signed .and sealed by IN` Y �' ? Anthony L . ull�t, P E f•Srt�"nrrtrr�rl �rtr^ra�r�r. +C?_-4.. n. 2. Glazing complies with ASTMEE A 300-09 ' I-haq 1. Chanda. Produt t C ontr of t: ttit SuptrA- X(JA No 21-0:0 Expiration Dart•. April 14.; .4pro( it Date: March- E -: PGT Inticr,trtes. Inc. N 0 T K E OF AC C EPT_-N( E: EVIDENCE SC'B' \JITIED 3. New E\idence Submitted _A DRAAlTNGS+ 1. Drawme No 1ID-5570.0 Rev B. titled Sliding Glass Door 'NOA (i.\f)__. sheets through 21 of-"'1. prepared by manufacturer. dated 1005 15 and last re': tsed on 02 C '2 signed and sealed bv A L�t-iun Miller, P. E. Note: This re:Ttsroil t xisisis replacenn'eat of same exsstitig installation scrag• with flat head. B. TESTS 1. ti one C . C .AL(A-LATIONS' 1. \one D. QT A_LfTY ASSUR.A_NC E 1. Nbanu-Dade Depannk-v cif Repilaton' and Ecornonuc Resource5, iRER). E. 1LATERLA1 CERTIFICATION:S 1 Notice of Acceptance No 19-0305.02 issued ro Km ai ay America. Lnc, for their :'Trosdolg Ultraclem . C lear..and C olor P\'B CGLass Iir i lays-1 s . expiring on 07 t 2 Notice of Acceptance No. 1--0808.02 issued to I ui aiay America. Iirc,, for their "Sentt,A,Gla� t K Lear and Xllite') t: kris Interlayers"_ expimrg on 0? 04- "?3 z Notice of Acceptance No 18-1106.10 issued to i"isiou E.xtriisivris Lawled for their 131 C oated (Painted or Laminated) White Rigid PA-C Exteiioi Exri tisions for Windoc and Doot•s". expain.2 on 09 4 'notice of Acceptance.No 18-11000 I l issued to e'isnon Exinisnoth Lia-ated for their se•ri '1 E 1000 Tenn 202 and lightej 1►ides (Non -IA -kite) Rigid Cellul�ar PN'C Extetior Exn-trsious f'oi AN-itidorrs acid Firms". expiring or 1'"2'o'21. F. SI.ATF.N LENTS 1 Stateweau letter of cornforilvince ry FBC '1 Edition (2020). Aited 02;01 21. ISSIR nianufarcturer. signed and sealed b-,ir Anthony L mn .\ filler. P E. 2 Private Labeling Agimillenq dazed 03 "0&'21 bet.A-eein P(7T Industries. Inc. and A'iudott-s and Doors Inc. signed by Dena M. RuarL P E. %`P. Engineering. on beh . both companries. G OTHEERS 1 Tlnis NOA revises & renews NOA= 20.04:9.OS �P'LA %v CGl), e.xpirul.g 04 14 26 2. The current associated FLA CGI File =21-02(114.01. expiring 04 14 '6 E -6 1•hxq 1. Clr'anda. P.E.. Product Control unit Super» -or NOA No,.1-O:A�.O? Expiration Dart: Apt-ii 14..6 Approval Date: March :-. 20'1 Tdt E t:r1 .Lt: t EPT.A N €.: T. 11: 'tic is ,U131ITT TED 1 ;', t rrt atsion Lrr.ured for their i l_;, :i'_,: F", t I , �a i=,; l ;t i . • it l 11 =:t . and Doors-- dated at 0&' 13.15. E31trUSdC�►i Ltri:.!ed �f theirs k 'I, „ ;t, Iwr.. rt __b l PVC Eitetlot Ein usions for - _vniston Lmuted for then . �• , +�. . �'., L , .1_; . ', il:r• t' _i P� (. Eltt'1`itelEsnvSioAs for" 0.10 SoNtrons USA. laiteb Rigid "�-C Extet'ior - . , �• t .! L' . L' p t 4 IP �. �Y .. r1.0 if mg on 02 '�.iP+ 1 . :I Feaie>,rati*n SolLitr6115 L . Rigid PYC Exterior expiring on O+ 16'_ t. =1 Fe:n -- irati+ou Sol,. tioans USA. 1, 1 t .r, ,, Eoi Witidow s• ;and Dow s". dated ;.-53-09. pet- AS THE-84. r k 0" . Vinton E_xtr us.cn fir celhilosic • +ii ::i ?Ied America- . for their '•'lrti'•t_+1ast, (C lem :frith n hukt ) lart-i"Myer' e-%pu-q oil 07 04. IS Acre- tan.ce _''o,16-I 11-.01 to :avi v Ameru a. Inc. for thin 1-t,t:rt >1T t"ltraideal- (leaf and t: i11i1- Pi'-B e%pirsng on 0710819 I lil1.14iINI4 rt',l.n ett-, of Coaf rnuvwe o, mh iBC ..•thEdition (2014) aad FBC -Cite Edition 1- 1:.e6 b_, niar =a,_ture . d to : 3 .. 14,1 +. �7,... sealed by L -nn �:iller. PE letter of na f;i (fetal iritere--`, I ted `)-1.1 6 _ i�:tied E� • nt�a.f�afa�t<ixer s-igned PE :,: by 131 aq CL:a_ida P.E i :.dust ne-• for ..heir times �;t i d_..,.,,_ c ♦i , l a•- 1 .♦ ?a,l, ; ;= - L..'11.I expirtrig or 04 14 _1 Hlaq I. Chanda♦ P.E. Profle r C -� amol ?'njt Suptr-ri-or .`« O. . 0.:1-0:0..0 i Exi+t,.Aon Date• .lipril 14.2026 4,pt,t ova I Ltate; \tarcb 21. _'021 APR 0 8 2023 V_ /\ < Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Pebra Anne Klahr PX23 0 March 6, 2023 O O O U ` W^ O C� C)O CL) U _0 o © �_ _7D o} .O H c6 O R5 4-- C:) M -0 O_ N CZ M Cf) -C L. (3) CD r MIAMI-QADE MIAMi-DADE COUN iN PRODUCT CONTROL, SECTION C a,,t-Crete LiSA, LLC Cast-( rete USA, 1_,I,C DEPARTMEN I" OF REGULATORY .AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANC F: EVIDLNC E' SL°BMIT'TED NC)"TICE OF ACCEPTANCE: EVIDENCE 5I1BMI"I'7'ED NOTICE OF ACCEPTANCE (NOA) w„�..miarnidade.Qo�'crclnoms 1. EVIDENCE SUBMITTED I Nl)LK i'RI V101 ',APPROVAL 903-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast -Crete USA, LLC - 6324 13' Road 579 S i. DRAWINGS I A. DRAWINGS SeRnCoun er, Florida 33584 T ,. �, , . .-: ., . , � Details_� rrl� rr " [„ 1 1. Draratn�,Vo. F`,94612, titled Precast and Presirr.s.se Lin/e/ , - I - • � r, � .,, - rDrawing, r , , ,. tS cr 1.U4b 1:.. tltic d Prec ast and Prestressed 2.ssc d Lintel , .stet EJ 1 c 1 prepared by Cr,rig Parrino, P. F.., dated.kfarch 24, 2063 and Drawing No. L14622. lui,,d � 1 prepared by Craig Parrino P. dated ,l4carch 'r4. 2003 and Drawili No. �l 1 K � -- g SCOPE: "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables "' sheets I throuirh 3 of 3, prep, ht' LT4C�12, titled "Cast -Crete 4 ". 6" ce 12'� Lintel Safe Load 7ah1G-s", sheets I _ This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. pP � b ,� ,, � •. „ Craig Parrino, r . L., Baled March 24, 2003, last revi.sion ?11 lutcd ,lpr d 2& 2003 barb ) - � � through 3 0l 3, prepared by Craig Parrino, rino, ! .E., dated March d4, ..003, last � The documentation submitted has been reviewed and accepted by Miam i-Dade County RER- Product Control drawings signed and sealed by Craig Parrino. T . E. � � revision dated 1tLarch 11. 00,4, till signed seed sealed by Craig Parrino, I.�., on Section to be used in Miami Dade County and other areas where allowed by the Authority f4aving Jurisdiction (AHJ). B. TESTS Alarc•h 22, 2012. 1. Test report on.f'twural testing on 4 ", 6 cC 12" Precast Concrete LmleA Filled and This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Un illed MrxfeL,. total of t!3) concrete lintel specimens. per �IST.�l11_=- 2r� 94, prepared B. TESTS (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by,4pplied Research Laboratories. Rc:porl :%`o 3040-/A, abate -la' 0-t70: 03. vi�,ncd and 1. .'Wolfe. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed byChrisropherA. Haman, P.E. I , LCULATIONS C' CA accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use ofsuch product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS t ,+'one this acceptance, if it is detennined b ' Miami -Dade County Product Control Section that this product or material p } a p 1. Calculations fol C'asl-Crete Lintcis. dated 0i'2') 0.3. 20? pages, pre�pured by Craig � D. Qt;ALITY ASSURANCE fails to meet the requirements of the applicable building code. Parrino. P_ E., signed and sealed br C'roic Parr, rrr,, l' h, 1. !�y A�1lunli-Dade Courrn llepurnnt�rtt of Permitting, 1 nvironmerv, and fZc�gulator}� �f ffairs- 2. - tV , 1-lr_) h r���s. prepared hey C'raf�� Caiculatiors for Cast -Crete Litifel. darted 0 , This product is approved as described herein, and has been designed to comply with the I-ligh Velocity Hurricane Parrino. P.E. signed and sealed by Craw Parr ino. P F. ; E. )OA�TERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MA"TERIAl, CERTIFICATION: 1, None, APPROVALDOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality system Uanua! far C'asr-Crete :tfachirlc Alerdc Precast 1, infel� rci i.srd on A9ry 1. F. OTHER prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" R 12" 2002. 1 Letter front Cast -Crete Corporation dated Eebrrrary 03. 2012• signed and sealed Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last 2. C'asi-Crete Ouc:liti, ,System.kfanual for Pre°Nlr•cssed Products dated 2002 by Craig Parrrrno, P. E., certifi-ing CU1np1tarlCe tt'rth the FIpI'lda Bldddlnk Code, 2010 revision dated June 2, 2( g - }� r7. 22, 2U 19, all be• )14, all signed and scaled by Craig Parrino P.E.. on January bearing the Edition. _ Miami -Dade ("ounty° Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SURMI TTED UNDER PRE:ViOL'S APPROVAL # 08-0320.09 date by the Miami -Dade County Product Control Section. A. DRAWINGS i 4. EVIDFNCI: SUBMITTED UNDER PREVIOUS APPROVAL Al 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ? Dralaing No. FI?4<12, titled "Preccr.ct and Prestres.tccl lintel Details", .sheet ! of !. A. DRANK+ I NGS LABELING: Each lintel shall bear a permanent label with the manufacturs:r's name or logo and the am-Da prepared b}• Cr'a- Parrino, P.E., dated .March 24, 2003 and Drawing No. LT4612, filled 1. \,tnc' "Cast -Crete 4 i-" &I Lintel Safe Load Tables"• sheets 1 through 3 of 3, prepared by County logo. Craig Parrino Ply.. dated rtfarc:h 24, 2003, last revision dated March 11, 200fi". B. 'TESTS RENEWAL, of this NOA shall be considered after a renewal application has been tiled and there has been no 'crane change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. TERIMINATION of this NOA will occur after the expiration date or if there has been a revision or charge in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 1. Noire, D. QL•IALITY ASSURANCE ADVERI"1;SLM I-INT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. & Aliarni-Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Wiami-Dade t 'ounti, Building Code Compliance Office. I be done in its entirety. E. MATERIAL CERTIFICATIONS INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. shall be available for inspection at the job site at the request of the Building Official. 1. None. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. -- - - 'Helmy A. vlakar, P.E., M.S. - -- -/ficlmt A. Makar, P.E.. M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pror`luct Control Section Supervisor Pro&ucl Control Section Supervisor L�7 / ri'( NOA No.20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 t• FWIDECOUPiTY r r r7 Expiration hate: tI9/11/202.i E;xpiralion Date: 09111t2.023 Expiration Date; C19/1112023 ffr''Z.o�?Er Approval Date: 08/20/2020 Approval Date: OV20r2020 Approval Date: 08/20/2020 Page 1 E 1 E -2 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE Of ACCEPTANCE:: EVIDE.NC E SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW F,VIDENC"F SUBMITTED A. DRAWINGS A. DRAWINGS L None.B. 1. None- TESTS B. TESTS 1. None. L ,None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By.Miami-Dade County Department of Regulatory ondEconomic Resources (RER). L Blv Wianri-Dade ('aunty Depcirlmerlt cif Re ulaturll, and hc:crrrrnril Re-sirrrrces (RER)- E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Alone. 1. :None. F. OTHER F. OTHER Compliance Letter with the Florida Building Code, 2017 Edition, issued b , Cast- p g } - 1. Corn ,liarlce Letter with the Florida !i'uildi,a g ('gala, 2017 Eclitirrrt. i.sasued by Cast - f l , Crete USA Inc., dated 08,/0811 ". signed & sealed by Craig ?'amino, 1.E. Crete _ Crete C A, In, .. dated 08108,1 /. signed & .sealed he' C raig Parrino. P•E, 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Latter with the Florida Building Code, 2020 Adition• issued by Cast - A. DRAWINGS Crete USA Inc., dated 06111/20, signed & sealed by Craig Parrino, P F 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E., dated Alarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load -fables", sheets I through 3 of 3, prepared by Craig Parrino, P. E.. dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019, B. TESTS 1. :'one. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion.for a name change. C,'44elmy A. Makar, P.E., M.S. M Heim) A. Makar, P.E., WS. Product Control Section Supervisor Product C"oritrol Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/1112023 Expiration Date; 09/11/2023 Approval Date: 08/20t2020 Approval Date: 08/20/2020 E-4 E-5 Cll Cll U (D I-:%'IDFN('I. SUBMITTED cf-- - -- U n s 11fI NO I. -A BNIlTT .D 1 ND.FR I'R i IOC:'i APPROVAL # 14-0903.03 � � � � (D ,, ,,. . r O LL r,�lit� r� :'tier 1.,j-ttid_ �:t,f'�t1 l,t'�", �•i Jtk.. r rr"ill, •Ftt<Llrltel Da'tai1,K'„611eet l of � �I', (, & 12lV �j 1,;: 7c' -..it% , t;t rv.ti I , . [ .r - res%i.viorl dated (%6, l-. 14, all ty 1 urrmo. i' on!849,•14. i1 IV-, es 14.201 throeh 14 236, :JigPorrbio• P.E. F�t -:omit Resources (RER). ox , - sl-knccl uncl .coaled by Craig I t 1, • , wilding Cade. 2014 E:ditlon. Will l 11 P t �dll is 1"1Z9' `001 S s_PF1ZOVAL # 17-0821.18 ir!•. ,. , .r Lh' i olllL t r-e'/1'0,[11s't7i ,t ,ti, •. ,litter!"t' an( ' , •-norms Resources /1?1 ,. Mj I.,. sI i 1 1"RI t 1-:R,I IIC.k 1 1C N's 1. Deihl R )1 % Edition, issued by Cast- V1, lt1i", IlI'e'i:ef /��1�� t%n,'.'/ ft<1 'I'tl:i_',! I", Craig Parrino, P.E. iielmv A. Makar. P.E.. M.S. i'roduct Control Section Supervisor NOA No. 10-0630.15 Expiration Date: 00/11/2023 Approval Gate: 08120/2020 .3 APR 0 8 2023 Virtual Review Assist. in Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 +-+ _o 0 :3 CL 4� �J Cz o (- w = C- S Z Z Q J HEET NO. March 6, 2023 PA 1.5 4111111111-- A111111111 - � .,IIIIIIIIIIIIIII � Zi � T I k.'�' . , � �,_ -.1-1 TILLIT TESTING 6 ENGINEERING COMPANY -- - .. -- - _ - - ---- _ �., III I "Li f7f," 't- . . I I I PRODUCT EVALUATION REPORT REPORT NO.: 20-3728.01 DATE July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Paref. PRODUCT NAME: 20 GAGE GALVANIZE0 STEEL STORM PANEL MANUFACTURER: Global ProtealonrProclucts LLC. 4803 S.W. 151 Street Dame, Florda33314 I-PURPIDNEOF—EVALUATION: This is LA Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G 20-3, Method I D of the Florl da Department of Business a n III Professional Regulation. This product is being issued an Evaluation Report as described he -eon, and has been verified for compliance in accordance with tyre 2020 Seventh Edftlon of the Florida Building Code, and to verify that the product is for this purpose intended at least equivalent to that recuirrid by the Code This Product Evaluation Report shall be subject to review and revision in case of a Bulding Code change that may affect its limitations and conditions 2-EVIDENCE 6MMMED; 2A.- PRODUCT EVALUATION DOCUMENT tP.E,D_1; Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thrU 26 of 26 prepared by Tilteco, Inc„ signed and s � e �' . , :clai d Py Walter A. Tillit. Jr., P.E.; dated 07128i202O. This drawing Is an intleg ral part 9A,JP,ls , Evaluation Report, "'k4l 1001i, 00 r,_I� A, N i ,!,,, ." � ....... ,,, -- ,1_711-i`I.11.,...IV. Nut" s`-..,-�,' -- - e , . - � I NO 44167 - I 4" -_-_:f_ _ .* r ' I ,:;, _4*. ,• It I _ �,�t. etc e.-- 4r�Qiii�..c,z - . � 6355 N W. 36th Street. Suite 305,11viiarni, Florida 11166 - Phone: (305) 871-1530 - ly*;vllfith�,iel I PRODUCT EA .q,L N (.lDN_lftU'QXI�1Ui._ 1442iI&LI 2 2,2, 1LE,ST RE PORTS: Large missile : I pact and fatigue load tests were Performed under Protocols TAS 201 203 as per section 1626 of the Florida Building Code Uniform static loads as per TAS 202 Protocol. Test recoorts prepared by Hurricane Eiginearing & Testing, ire-., Reports # 96-569 dated 08IG9/1996, #9H53-570 clatoc 09II18;1996. 096-T30 dated 09/20O1996, all three signed and sealed by Hector IM Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04,1811998 and # 2126 dated 10/051 998 witnessed by Gilber, Diamond. P.E. and Report Nn 0219.01-.09, dated March 4, 2009. signed and sealed by Edmundo Largaespada. P.E. and Henry Hatters, P.E, Tensile test report No. PCM-197 oy O'C Metallurgical, Inc., dated March 1-3. 2009, signed anc sealed by Frank Grate, P.E. 2,3-$TRVCTUP,AL ENGINEERING_ CA I"LATIQn* On 20 Gage Gall,antzed Steel StEI Poinel for maximum panel length vs. diasigri wind load, as well as maximum anchor spacing vs. design wind load and panel length baseo on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code Calculations prepared by Till -ace, Inic, dated 11 103/08 and 03/1 211 5, Signed and sealed by Walter A. Tillit, Jr_ P E. 3-MIMLE.IMPACT RE$1UANCF_,- Large rnisslh, impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS R�_SLSJAN_QL 20 Gage Gaivanized Steel Storm Panel ties !)eon verified to sustair wind pressures. Maximum panel Length shall be as indicated on sheets 8. 10, 14, 15, 16. 19, 25 end 26 of 26 of Product Evaluation Document (P E.D.). drawing No, 20.IT6 Maximum Anchor Spacing snall be as indicated on sheets 8, 9, 10, 11, 14, 15 17, 1810, 20 25 and 26 of 26, of Product Evaluation 00curriletit 1,P.E.D.), drawing No, 20076, 5. INSTALLATIQN: Irstallation shall be per'ormed strict Py in accordance with details Indicated on sheets 3 thou, 7, 10 thru 20, 23, 24 and 26 of 26, Of Product EV81LStiL7n Documerr. (P.E.Cr.',, drawing No. 20-1776. M nimurr gelporafilon to glass shall be as lndliccatr-dIjn sheets 8. i4. 16; 2*5 anti 26 of 26 of Prod,rcl Evaluation Document 4 P. E. D. i, drawing No. 20- 1 76, ,%%iPvIIIoIt?ttv', ,ql,, 11". 11� , ,/P . _ .� , /,I- % � - , .. ' 1�1 , . 4", i I '-- - __9 -7� j,41iI , z I -_ = = S S-I.ATE 0F .. Q� Z_ � r --, , e, --.•- .. .N 11 ,,,,, ,�91� * *� 4, ""'i, ,JNAL_,� ,,��`F` 1141HIH101", GENERA_ NOTE', ; f.., 11K_I�i SLIP. ,,R ARfCAS' ,U%�v�?t ,A)FA, -, � - I 1: � .1 o If 6. ,A;IC',S M r . " , -, ' - , NALID -M -W imm G&JOI, . `� _i::. 1,Aioo" C_,-:JN' IA&L. ViC-011', S�! a[ LCIFIC FNI rc . .. tx- ,� ..I, ��117i,!R: DIFUNC s0f�i, FFAFI I � � . STCIF. FC, J,, _� 1, I(ION '101.',AAE.1 'PtD! -S fitt-Ii 1,,P:liL 'OR �Uivft..C! -. _Fic'.4Z S-Fj 13f .�, NF.T.J.0 �� III ,) &I', ,N f' ,1 A', I .., �. ,,i�cpo�F .7�, I"k � , I'- ---C 110*11-1A a1ILZ-G CIM - � 7"LAI�"W'f, III ,Piwh ,5P_;FK_.Fh.,51_ - - ;::, VIN- iV54N mAv. LGA.1A 5NArI FIL )CICANI AS PEA $Wl��" 162vor rr4c movyc NaLNI "Ov, - I/ `lpft. 61 . t- DFI 1, A"I A _1A,IF IZ, A Pill"Ll ->I'Lfl) Qv, 1?TeIJ4FPLlI V 7K .1L1PrSMr,I1IPi WHEAL IN" 51,11,17EK Ni:', RIF W,AaC AN., ,:,.,..1.Ac`Lr^ - rut-,' �A`-l"LA1AIt IEPA%('.(� WtANVII.Arf J1 ANI IS 11k1,R1r f-I EL�1, I " F'Q IF L1"FC_XINAPJTt FACICIR I'd-orr. IP5P,.G A5CF P-16 �141 %HAI_ NO] FIrrIP0 1-I "AAW-PA, [AiO ) . I j '"', .A`1 SCIIE"Irs ;Ff A 4 Ll I Irid-SSPAIE IIIAPIPN�', .l:,P<.A4It t;. SKLIE15 7 THPFV '2 " -!,, 16, P9 * 2C, 7/W. . S/0' HAI RLM"C. fV V,`I:IR,3LyPEI7 11 A, I m:%Nl 1"... firIL I & � I CF, ", , 11 ORD[- M IPTRWI r,;E .a)l;1,f,EM1]., Ili-1, CIFSNiA WINE LOADS OfTrIlPINNILD " AI - 14 I' I'Aid-1- I-PIGIZir 0114IIFII'gil 'll" WX,L 'A 'ArC11 41101C!, zi, W I 1, ;' VIL 1 • I : ,� I-,�111., 11 1;,latl W ,4I Rfft.I,C,in, %. A S D oii� ww) LOADS gy wit,rviviNK. {NEW F, 06 IN oaviop III Act!}PV,ii"f IT"f ,Cj ccio"Hill 1111.`JA A, , -1 t. _. 11) 1451G1 "RUSUOK RATINI IlDir.ATEC ON SKE71 I 11W4 I,-. It 15. 16, lIP 4 1" 4 vil.- tI.PFLALID PINC.F.Ik--, 01 ;Ai, ,LEI,V. -,�, I�i[ *OCC; FRANEE ,,,r,. 51 III 1�11*11(il ., AN,il INA� AN"_,_Q� i,N 1I i`CD AS ',�V�1, INVE NUT '.-,It- �EVAU, IF .�31 .l(RFAM IN .L0Iil.&C kt�15 '"C4, VIN .0.05 �, !IQL .!Sib MI r,CIft A%AI r,,SnNW_ Sp�_Iw, 'Q %N)W � RIF-, X-19VINC5 " LTPIICPI NIC IIljr,CQ 5,LAo- P-' C�NS-�A�,11) PAR- N '"i Qt12--E: 1,11EACIPIE, NCFP,, AS , "C CCALANCE -ill NDIS 20is C 1, ,01,NNII-01H FOGS �S7JHiI � L,,,; PPiAtIoor, FAI,j W),,: 'Aa4. Elf At ,No,CATEl IN ,,A,,WlC POIIIlU F-I AVE�I,W,'I i- 1141.,'1 F&D -ND PEW.I •VS SPUN ,FfIW*' EN .CC' -ANCE, .I. `A_ooN lol't, - THE AFEEI IdrW.ICNFD -IrA AS -11, NL*W1NE ENG,,%IFlVNC a TESTU; I:,X _UOI 96-559. 96-570 & ii VIC, C A) ,AA'. AM. PCIIL-Arr. �y -I-- al n,,-,; S,iA_ PE SIA. L�,.` PI-20 SCREW, ."IF $I- 'W ". C'P, villi.I.L. rEN17VKA!I- Fr5TW- -A@ 1:�, PIMP- II A ral2e AS PROFTOM5 TAF201, --3-202 API TAI SH IJLD STIJC1,C ni-T VIC " .INNivW -IN 11.t" MIlIFI - 51I,W.Cc .3 WFLL AS VIO11ICAN TEW .A8 0( SIA LI PrOkfi,A PPFTICIPPI 001f901 -L9. AS PER PAS 201. 1A, $0AND ,APF 703 SPAP"ohmn - AM I , � . 1 -4 N CASE 11F,AI IVLCAV STI)NEF qR PPIFEI 'Cr:,,PPE7 PAAP[,,� TTLIC,j jQ �"_, 00, 5 Of II - 1.' 1: I . WALL. -tXKW S S,1A,L, fir LONIC INII III W&C. I-E WAIN STIP11,7FOPPE KI-II-L, _'.Cl, IIIAKII 7 kL kijiv.W. Fi,TPLr1_" 'r, K SLIP5.116 AVIY1 AND 1EMI tUNLLS.S 0I-*P*,%L WALPI Sri i.lzr- 2 .W4N .IRAGE S4I * AS UELWV.HECC IN r 17. ( J;r & I 4) 1 ALL ALIJAII-JN S-tj All I. ,0411 I' CI,'11,PF!t,5 'F,k-Alt 'I95-414 ALJJP vi -�HO�- !3114, U NST-i'10, fo�3wiHy Ai -I ix III .EE1'-A0PFrN1N--. -0 :-PIr.,,,�s - -w , , I . I -. - ALL STEEL "-,E7 M"AL F`W[.'� SRkVS k - �f IPP97LAAI 0luLrrf SnZL ATIN iii-Ol! 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I , (0iPFFIG POURED E I) I I 4illv � .11, - I 4, F , , F.114C NP.M-o to � I ; t • ,oM CA I i I .Nw� I F_ ro`IGPWIE OR - , -I . I I LONCRE17 Do I � -1 - - . � of , 10H, , X" I -.05'FIFIC. i`%.I . - COW-o"I ftoo I . - M. 6 . : J I �&.All" _1 CON� III *_ - . I RUIXMI-1 I *�_` - AE Hzr, wou'li'm .- ===ft= . -_ i,-, I, C. - j-� T� I, I I , _/, -. : . ! x I I ;f- R30, L -,-- -L _. NIST$r. P"DUVED " - OP* � , f, _: ji:ol - "_�: __ - - C�014C;Qtl -le-It, _,?� I . -V-'- , L_ _N-j� SiF . IP - , REOLPAIE C,.A-.�, ��� IF " 4 I. .. CWMW IWNDIN '(04LIM wwos - 0WAVY VK1,0111 � W, P& r 'g. C."GITTE ANK""'At 11 __ � VAF .Goilot, Poi/ M0 4A` ,. I!) t- Isu IIAIED" 0. �_ IPPLI1 Pit 4 0� � _` Z�l i "01M. I �l�AE %.Mlll ON ,Sa 1C.r1 � 145 . PI 1 1 Iut ScHova " . 1119M 9 AAPQ`vl# " � 1-4-W - I�HIro� 8 �'�. # -I-.& a 11RDI.- 9 S-UTS 0 IFFAlivi(Fr 0, WALLMOUNTINGCELIHQ_AND n"IL_KQVW1HA BUILD OUT MOUNTING ALTERNATE BUILD OUT MOUNTING SECTION I SECTION 2 SECTION us ot ,C,r 3,18- ,, 1ZIALL .%"A- , xc&r VS- �--,F -'It- , , I I � : : , I E U - EDGE DISTANCE I I - . . % =111V I � 1. " ISCI, SCI-PELLLE OF, - I , � I 1) �F � ',IEL7, 8 & Eoj II � , I � , I --I C ; ,I , 4 - : - ) 1 ,--l" - NOU-11.1mi-c h .r 51L� "_!, I IVIVIN I- III I � I 46-4- ! ;.1 I,-.' , . .1 - .- C ,,,HLH,HN,', TOP & 9,1'.Gm A,CuPlIIIFII� :� `11 : e 4, COUSINFE IN V,1 A., 1 �_ I - I A r/i 'I",,! -7ALLATW I T* I ----, " 41,, INS .iN __ .. "N - , - /19� ,.,.\C. .. . 1, I I I. -,-,- I . e � .. f --� tLORfUA SUILLING CODE ,'II ViAoialty 4,rr;,a,HI U�r."� 1OLRED Z I - - . � -, - 'ONI � 91:0-J.r., To 4 Z IIIIrT97 I. �___ 1.1- ftn4v - - - Z . 20 GAGE GALVANIZED STEFL SIGN PANE! "AAMITI 4_�, S ,� * I .:n IN Nn SZ,ODI1 . , . - _. . -'---- - i--------- ,, -------t___ ""' � I: :I, -1 [_____ - ' % _ - -_ �1., 0 ",ft"'I I I I 1`47f ��_ , ,`_ * -Z - 1� � I 'GLOBAL PRIDTIECTION PRODUCTS, J 01!"12M I.0, � , ., I LLIC I �Oliio*k_ _�_., . 1 , IL EC0,Al I CEILING Atf MQUIIJItl ' 'e ' , '_ 1* - $.. 11 1 I A .. - `H_f. IEVI� A C-NE"iHO I-- Pki- I iMll - - I IN . - - - ,��,:;IF," _ r-_r.�_'r!.= _=�_�_'_�__ ," 1. I,1t,.4io,o17 20-176 a vr-,z 2,lF.' % �Z,�'1'11 I 0 1, "M ir, , IN, M;W!, I tn�l - - I - � " �47'9 " A, 41, , III, ____ - - ILWI - 1 41 ��i I - -1 _�j I MI)PIUCTE ALI, �AILQMN K1JV_tU tI_0_ 2�ll kMATERIA4-CHARACTERISTICS AND SPECIFI-GATUMS: Shall be sti otly In accordance with General Notes ,and Components indicated con sheet 1 2 and 22 of 26, of Produc', Evaluation Document (P E D i, drawing No.20-176. Anchor specifications shall buy as Indicated an st-tets 1, ;and end ZI of 26 of Product Evaluation Document iP.ELD.). drawing No. 20-176. 7. LII4117*AT'ION$ AND CONDITIONS OF USE: 7I. Shall bc 51foully in Compliance witro, Genera! Notes No, 1, 8 thru 14, indicated on sheet 1 of 26, as well as; General Notes fill 1 thru 4 and 11 thru 16. indicated on sheat 21 of 26 of Product Evaluab-�ri Document IF` E.D ). drawing No. 20-176 prepared by'll-illeco. Inc. ano signed are! sealed by Walter A Tilld, Jr.. P.E. 7,2. Product may Us installed within HIGH VELOCITY HURRICANE ZONES as delinco on section 1620 2 of the Flonda Building QcHI 7.3 Product shall only be installed inte poured concrete, concrete blook. and vvoW frame structures. Product Evaluation Report preparsod ov Naner A Tillit Jr_ P.E. (Florida License No 44167), President of Tilleco. Inc. fFPcirida CA-OOM71 9). - � -ate 441. 147 . Z � ., ,'- , * - '. : . 1* - ; , '111. � , 6 IATIE (Jr- _ .--_-t_' ^AXLFL 0'71,,"ECOACIVOWRIECOR09 F.E. RFP.')RT20 G, PSPAI V'lOiLCTIL 11 -1-1, ,,- I I ,IEF ZE GAL VAN,D STEELSTOFFUM PANEL. URVY104 'T,17k'. R�_PQL(l I 2,L 1.726.w 111_ _1 I / I I iJf--'C,0 IP,1�1,C;I,, JI/ - ` , � ,.- "�z ... ...... __,____ Tr,_Ln Prf�,.&Tloiijr, & e itilk"liPiNiii CCAIPANY I"RODUC-T FV�U- , RU rl �`!' " - A ,P(-)K'V , ''" ' li- - REPCWT NO. 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Sr,utters PRODUCT SUB -CATEGORY: Storm PaneJ5 PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glot4l Protiorctlop Products. LILC 4800 S.W. 51 Street Davie, Florida 33314 1, PAWCkSE_0W_EY_AtLUATIQN; This is a Product Evaluation Rrl.;,nrl i",Ejed hy Walter A. T1111111 ir., PE. ;:Sslsle_--r ID tot 1906) to the Global Protection Products, LLC. Rule Chapter No. 61 G20-3, Method 1 0 of the Florida Department of Business and Professional Regulation This product Is being issued an Evaluation Report as clescri0ed hert!ln. and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, arid to verify that the product is for the purpose intended at least equivalent to that required by the, Godo. This Product Eyaluattwo Pelxiri shall be subject to review and revision in case of a Building Code change that may allect its limitations and conditions 2,WMENCE S-VIBIMITTED: 2.1,I PRODUCT EV`Af,iJATIQN DOCUMENT ;P.E,D. : Drawing No. 20-175. titled "24 GAGE GALVANIZED STEEL STORM PANEL' ,-heels I thru 18 of 18 prepared ay Tilteco, Inc., signed and sealed by Wallet A Tillit, Jr I P.E.0 dated 0712712020. This drawing is an integoA ttl*p, is Evaluation Report 'NK r. ,` ,� . 1141, ,,, �v - - � /1, .1, W - - , r ch I I .. ,�--, 1_114�1- V'-' - S_ --?�-. - z . .1. i-i167 .. t , � = "111,- * I I = - - ___ _- tI- �. - --- P - IF !� -_ , o Al F CiF . , Pw,, !l -*- , , S, 1-�r,,� . It 4ciriluil , ��, .;� '�, 6 ' - �,*�,� , ' I , , , , _ Qy4j��: Ll 4 - 1 �3! 6IS5 N,W 3twith Stmet, Suite 305, MiarroL Flo rida 33166 - Phone (305071 , bl,�,i� .. 11L4111,1010". Q_Q FIFE SAFETY STORM PANEU �kP()NEN15_EQE RELQ.Q�AR_&- Ll � I _ . - .1 I � p 1 . " 1 , - _� - I - �% - , -I-- -1 . I I- - - - .♦- . .fir---:..� -1,Ml T SI ,,, -_ `,_ I : ; _-t 1�1- - f-t7 I�� . 5a 1_ I I "!;T .- Q F! , P" -T,EF L Kiff"11%4_1 W_ A]LV4it4)F1M AN,_,:� - - - _�, I - C . A I .r11 t..- I -�z : - — - — , I REYER5E_$!1JQ , I.. .. ''.., , - 17.1,15 - - 11 11- , I I . I I . _ - I - : , �FZ4 . I �,�� %I� 11- " I I , y 1� ��, 1- . : ----' ir �--- - 4-I � . ,., I . - � , 1�._ - - - I - - )6I* � - F' -. R,. , _Akd�, 6..D'* 'E _T_&X J I FLAT -F-II I :I- ........ WETH_5?111Q I I I I �,`i!�/,",% i �. ", 5✓ ,. I , , - . - - . - C-.!-, z . .*_ = t t * F, � . FLOVDA BUILDING CODE (MIgh Y0:06'y HL-CIII. Z.; - - I s 4 ,z Z ,,`ILXI . .�� �. - i ' - ( � � f44, 4i _-O GAGE GALVAPI STEEL SIMI PAREJ *� ` - � wi"FIX:,, AL-PMEI � r -� ,-�r - � - - I � � GL,IIIAL PROTECTION PRODUCTS, LLC. ,.�, ",l".�eAl" 11LIECOE. " --...- - — 'l , w, �', - � _i.!�! 110 %, I me - I -I �."�I` 1-to, V4 .W - - lt-!�,I III ==Colft.. �_ 4P.16-1."! ,A, ,,LPFA-,FI 1 20- 176 ,P '7_ ------- I _. Tt0I , 1i , _L ; -_ _4 1 --- - _r ilil- - _ I I I � , ___ - __ _ _____ - .---.---- ___ __ — - - tN _0 ST _N �LLATH�QN DETAILS R RC.ULAR___RA!�E1LS_l. & L. E _-CLOW?E5 QUAILS FOR N:5TkkAT)QNJN P _ Fq- — - - _ _fff, !NT-0 ... EXL$T�l, Ill NI F�_QVRQ- ___ -.0 _QQ!<R�T�.__OR CONCRETE BLOCK 901,� %= _R ___________STRUCTURES I l - 11 ift 1-11-n � _-.,� I i , , " � s,�. Y" _�,.,� �;;_ - __" F - -1EQAAR_Uff__WM AW E 2 W P . L 1111- _IIIPFI�AK STORM ANF __ 5MM � -II,!'�M%.J "I 111- r ',3 �,, "If 1:_1111 _ - _', - � . r , , , `111;I, I ,._,� r� , - I � . 4 I I - - - -I- ;1� - 4 ._,� Z" I I i .-7:-: io : I - . I . -11Z I 4 .� 1 4 " - f. ' T_U I I . I � I J . - I- I ��,=�, - - I � - i . ; __ :'- __ I 1-14 I - -1 I - ; 1 _J ,_ , ---- A. ------- �__ �, I I 11 I i 1 � � 3 1 � - , , ". ,, ::1 - I .-, I i - I - 11 - A. v. -i I I �., n"p-I" 11_hrl� : .1:1 ,F*_,� FF,_ - A. F �x 4 I I � � , I) �, ���Rm11! OFF � � I I .. I- - -1 I ., . J I -,t-, I. 14' III!�, 9�_ ! I I - � Ii i - ,I Fr,."�,L- , I � - - -_ - - - =_ - _J I I I Ci' � - _. : � I I _1A . . I' , .- - . ,, .fro _-T. .- I I �J I E. - - - . I I - � 1, -Ili- - ; _ I I , ') . -- - _. � I . I -1- I � - - J * L___ . � � . I .,�: n � w � ., .� -1 " . 1. -, _____ - - -,' � . �.7 — � . , I . . *�_ 1�_ 7 . 1.11 I., -1 I . J , , � .. _C14Z I I � 1 14, I . - -- Is � . i I : _ =F;7.1 _;��Z2. I - ; . � I U 1 - . . CASE C. ( F IXN) — I I I � , a;_ 4* , � VI'Ll 1"15-1, CASED (PLAN) : I . I '4 11 : IFF4. t.� , , -.'.A.= Z"�.'�� -1 I I ` ii, � 'MALL MOUNTING (p.mi I BUILD OUT-NO116-T-18P I I: I - I -_ I - . " .-, � SECTIC'N's- I _�_,N__ =.-2i_2 - F I , IL4 I 6 I" - - = 'I,-- =,.,, . ,, FL - 1 0��1,�,, . Ig I - ".. -- — �lll I CASE F TIAH) .- 1, —1, _ , \ 11 I V�PIII . I I -A �,� "I� 11 - , , , &t,___,.`_� ��AQN� " N, ._� . '. I F.- ,�- * - I `,__/ / . , ,,-I ;�� I � I ,I I- -:;,-�., , I . . & � �, , I I,�, , � - xsr I � %; 'N' - - -' An. CASE L (PLAN : �_ I Sr-kr I, 6 . : .I.. - �711", - . .0 P I e�,. I, 4, � lo,,, ,,�, . i /,?� , "I I -1-1 I- _ - , 't,, . . . . . ,,,�,% FLORIDA BUILDING CODE (Mier, V.1-11t Hwirir 2� � . I , � �� "'T T1 - - !- -I - . .. .. I . , , . � ,I ,I;rlPT,' ,`,,�El I 7a.:�,�`_..'�f_�. ._�N ��' ' I -_ F - ,T- � I I I I I �-f r l I I U,, �Ik LF W;�I I ", .., " 4 , - ; 20 CAGE GALVANIND SIEEL 57LAW PJE�t,_�! , %o! 44167 � E - � ____ I , -, SECTION X-X 2 * I .* __ 1* I . - E F�'. I -_ - , 1 1 '112ovNK I ' � -. � � E CF- - ,�, zi _ � 11LIE C 0,.C" ; GLOBAL PROTECTION PRODUCTS. LLC.I .% DE!AIL_FQ/F�FA_QM RErLVI Q__A7__T ,�,��- , ,_ - , , ,.;--, F -,,�_ L-",- . r�-� r __ � .. I ."I _____ I Q"JR , F� � , ;� , - LV.I- III, c� .�tl.' I FF.�� ioIPA, --I F. ,_1V 20- ' '6 1 ViO_T1QV_TRAFQK,a_ AQ,,l.AjCEN- JQ__5TVjv.QQ/1QI;t��',!X %, - .-I ,;_-.,_� "r, .=- .,:�,___, . � ._,iI� . - - - LIN. --I'- - — , . 111111�i..rL fo��,,-.7-_-, -;,--I- -- - Xi0,I-1, ,�� � � III �� , , iHi,1EF. I I I I I. - *I ...... I'- - ,.-f w - ( - I - 7 , I F, 2.2. TUT-REPOR1 Large missile impai I - 4 1 1 per ,section 1609.1 1 I ,, I I 1. Section 11709A.1, p I - - . . I I Lab of South Florid; . . . ; R I'volehrier, P.E , E i I I . 1� I . 0"119 01-09, dale I I Largaiespacla, P,E. loadings per Prato' I I I Building Lode, Test I - Report No 1123.01 I . . ; - , . I I Gonzalez. P.E Tensile test report N I! ". �,:_ I—. sigrod and sealed - I . I i I , - �� - 1 �, - 11 [ .1 per QC Melallurgic, ! , I 'I , �, !, � I, !I , 1 - , , L and sealed by Jorry I 1 I : I I I I 1� , 2,3. STRUCTURAL : _,!. - I - i,* -, On 24 Gage Galvar I I '' I � .. I wind load. as well a � � , I �_ I I I length based on ra . . . I section 1604 of the ; . I I' � 11 I Int, . dated 12118PP10 1 _1 r I I A T1141. Jr, P.F, 3. MISMEXPA Large missile impac SSTD -2-9c) Stanida 4, VVINC LOADS I 24 Gaye (-alvarn,- r -1 ,L I , , pressuleis maximt r. JI! ,' 1_,I'II_Jt._,.� III, 1 12 and 17 of 18 of F I I ' I- '' I I F F f - do it',% li,:4 Nu- . (IF i -1 _', Maximum Anchor SI _. . ,� ., i 1, and 18 of 18. of Pri: 24 Gage . Galvanizer ! � work as a nun-porot. EP k 4 - - - --- - I IN_ !N-TQ-EX[5* I P',2UPCO OONCRM X cpNPCFLII EILOI I P"COLIPED .0w Pat I SNEE I L L ! I I ; I I I : - , - , .;�,ItI1� 7! . I ! Z I - I , %,S`l =."I I I ,',*Z,Ijo5.�-- low � ,-" i'_ - � I ! I i I I I I",,"N, . x 1� S I I i F - - � � I - � I ,Ill 4-.,'- - , �i O LRUQ�ND WA � NUAL I CE-CMD I f 1, I : I I i ____ � F I 0 - F I I 1 1 1: - - - *� " - On= I , -1:.i_ ! 'A � , , I r i,, PWW, , . I 5, Ilfllj`,TALLACiON: ins l.;il,Lhn,l 'ot-P*�._�.�_";i. .1 :� - y in .accordance with dI indicated on - �,�l !i%T �: I� I .' it,,"! i �: I 1 1 , -4 Product Evaluation Document (P.E.D. ). I - I oravIinq No. 2U.o 75 I%lirorr,,fr* r,aration to glass shall IoL as indicated on " �1__ , "'. , I -I ' - I 1 � i t) -' ! ` Of 18, of Product Evali.F_atjon Document (PI E I, I dralwing 1I 20-175. 6. Wi:'TERIAL C,HARACIERII-,IIUAI*PSPECIFI-CA,rioNS; If ,k 11-i S - 1, 1', if ,,�-cd-aiiii,:t vr; ,.Nneral Ncotii-.,s. and Components indicated on sh - I -' .: -I t1 (-,If Pfo;,ul i _'valuation Document (P.E.D ,I, drawing No. 2(1-175, , 1) hil 1�0r �, �. '. ''L...�'�rs �h,-,k � � I.- Indicated qn, sheet I of 18, of Product Evak.,Jyx; Oi._u-, I-w rl ;-: 11. 1, drawinlig No. 20-175, 7. L.Jf0ITATI0N$.AND_C0NDITlQl1oo OF .; _V$F -I -h I i,ll '_,t- �:zrr.j:y in compii; . I _� oc.t with General Notes No. 1, 8 thru 14, Indicated on t•ie?l I ct :9 of Pruo-,,ct Evaluation Document (P.E.D), drawing No. 20-175 prop,gied by Tirtec.c:• Inc. and signed and sealed by Walter ,4. Tiollil, Jr, P.E. - i,2 Procl,io shalt not be histaltu,twithin HIGH VELOCITY HUPRICANE ZONES as c&fined:-,),-,�c4_,n 1620.2 uttfi,,-.Fic,4daBui)din,,A Code 7 3. F r;duk;l sirall (-in],, be Instal,-(Instal,-r into poured concrete, concrete block, and vic,od if.arrre siructiur-S P;c,dii(,,t Evak�.-Allon Report an,,p-.7rud Iv Walter A Tdift, Jr_ P,E iFlorida License NO -`',l IC7), I_;-.K`6nI of riMcc. hic i Flonda CA-(X106719) P0krkiHi4IN* A`P1t9, A *, A� 14�N, ,.�."..._. .,. z . . �C I- ' I"gIf ,tillZ, , - , - - ; . -� . 'W *: % . E ,*f - * :*t � -_ - I - . —1 ** , I . . ,-, I � , I -1 P ,�, 6, o% #p"oe . -,R'El�f,"Qq,"i'�,�,."-",�;z�'Q"! K", ,I *: I . I N, ,Ill � I , , " I, - � .. # ,P ... .. .... *,E§ $1 ,q,0I-, tllk "Ill" 1 "I i'm -_Ill I i APR 0 8 2023 " Virtual Review Assist, I P, I Plans Review completed and *appr � for compliance with the 2020 FBC 7 h Edi n to by Debra Anne Klahr PX236 ,-A HUILLANC. 13E. (14.Val-P, Hurricont ZoriFt'd _' A�. CALVA-07FD STEEL. STORY FA*EL jj ____"_/i"_'_ 0`vHIiF,I & 'MLPROTECTION POUTDCSLLC, 4A - - - 1- - �I, IL 31, - .5. ,., % _-1.LIIII 20-176 . *—, - - _:v�,�___ ` , - -, 3 C. � I ____ - " , F,EEP,L_ I, S.. if; 9 1IFS 01, SAFE' 12 3' 10", !_ . - I t ,kftu *,M . - -, , f *ooe ,M/a . I I I A I ; -70--li- a a --- II- - i . q-1 , I Y_ - i� NPAIP L, - �; I i I I � - � . '� I : ! U" ��-Ii Ai 9 I � I I a -I ! I - i i Y � A iin I �, I . I I i 0 c ,� I . � I -, - : � 1 i: - 1I1� I I � i l I I I - I �*& J 14 am *Vr ,-, w - ::-.1 4A �' A, 4141il-111 IF - . . , .I L ,IN !IHF- 9 � i I ii ,,I.I_Ait_51 : -I ��I 4 JORY r I 4-laymm i� � SIX G.w j /* - O..'I i I _/1'r 1_/ I I I _ib_i;,_.J * A BUILDING CODE (Hii!- Vs! �L, lolur,icairia Zarle) . __ G', F GAIvANIYFI[) STIR STORM PANEL PI., _ 'tMI RAL PROTECTION PRODUCTS, ". � - N. 5 I., 1 1- I -, " - — �Iull � - -- 1 20-176 =__!! - — — I -I.- (3) (3) C_ U) —M (D = 0 > c— U US--- (a) b — _0 (3) t 0- = 0 (3) 0- C L_ = M -C a- . .— CM U a-- -I.— a) C-- = M -r ( ) U) (D -0 Li 0 -0 _0 = (:) " i a) O 0- C0 3: r_— = .0 U_ — M C:) 0A,-, M U) M 0 > Ln G) " " ca_ . C- Cn M 0 I--- m 4— 0- �-- -0 . E— U) < t 4 Z Z W J WALL-AN-D-10OR $RL1T--?AqEL$ su Too- JE4 r L V 11 IPIXXAMLE z 4 J, 11ALYAMbI j—ors — QETAtL.1 j I �cl iA AA 2 A/2 2 .4A EL€VAT14H SLCTION X-Y MU :&HrRi" .......... 5- W 10 6 • N 7W Vo, 10 Ir-D 0.44167 SPAAS , 004 A.% D M" PWS%60( KAI�G Up �C Wof , . E FLORIDA SUILWING CODE (High Volxitj Hricono Zone'- 0. . 'No �. "P:,- SECTION 1 20 GAGE GALVANIZED STEEL STORM PANEL ',:,CALE VP-1' ..!nen 01 71 LTE C O.F. &'TruGLOBAL PROTECTION PRODUCTS. LLC Wm",� -�- r, .,.E L,I— L�K -jakju, ./c, STORYk. L— O;Amuis D4 �TTOA, W jIAiIT rr 15 LOCA'fl AT !Of 1101rom clpc4kl 20- 176 (ki-t ;AN-U, ow-Kno W TJK too & Ilmlom) W INSTALLATION PLTAjLS -EQR—REW A 1A AAR--NINEL5 A INTO EXISTING WOOD -STRUCTURES f 4 -11, 7 T N. IN . WE E, WALL MCUNTItIG 1�45TAii.Anpm----AUENATIYE JW 5CALY numc; & LLQO EgLkETING YALL A FLOOR MOUNTING INSTALLATION - &M AM 4W INSTALLATIONS =-A WALL WOUNTIN (WTION AT TOP rS UWTED TO *-5"-67 0 MkY 114STALLATION Ali ERNAUYI-2Y &S D oEsr.N PRM-w WmG) I'A, E SCALE.= II-' - S' Ar L tL ODOR YLS{,r++TINEs ---------- INSTALLATION SECTION 4A ... ....... . 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COMBINED IN AINY IVAt 10 SUIT AN'I ;NSTALiAT.CIN ;LO4nDA BUILOINu CODE (NQ, 14p- V.I,cily H ... iccto Z; • an. 44167 24 GAGE GAGE STEEL "0910 PANEL WWI* STATE 0�_.ILIE C 0 IN,: JGLOBAL PROTECTION PRODUCTS LLC.l is °CGRtOa LWA .......�20-175 J 10 i� Zc_ . I. ... iNSTALLA-PON DLTAILS FOR SERIES -0 0 0 () E ;j �TQRM PANEL I' INTO STING IND, D sTRU Q T Q R E T T` r -J7, N F r 4 7 �j iN5_TALLAJM tQiLD-�QQT M- JINTINIA A51ALIATUN ItSIAILATIQN I TVQ:qVATl A0 GA(A �*LVAWLW SIIL4STrAW PAkkl A 9"- Q-0BAL PROTECTION PRODUTS. LI.C. 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IMS PANEL JWs FLORIDA BUILDING CODE (Nor Hi V*:I;,;iIy 4..;COP,: Zo—, 44 T,3, 24 GAGE GALVANIZED STEEL STNIO PANFL I.— __ .- - __ -,-- ___ � .- Ar I 11L1EC0,.c iGLOBAL PROTECTION PRODUCTS, LLCI np!ln:. rt 'y 7 MAXIMUM PANEL LENGTH r)R (ft-) 0 Y. _0 I rl P INSTALLATION .KTAILS FOR REGULAR -PAKI 1- INTO WOOD- STRU-CTURES. .3 a PAW - 'IN 5�w r I C 4 L A,( rLl,l�, I�U IIYC�r .0, SIWE- 11 DiR"j- MQVN-1 WZ PACE-56 �5A Wq- I L" F r, + A L27W-CI4 "PIM 1� IY 0.1. WOM —EPATO I. I- PAPIIL. U I IMPEL -C, 44- Al Mi c 'QL� .w- J� —DKr, WALFR14Al TINMQV — ___Q0G--QIRC TETffl _IYE W lc�-Ire V., w N ALTERNAIN.L. I-W. T n ol", ttIII —1, z0IIA" I .I' A, I AIIIR.� I Z aca FLORIDA BVLOING CODE (W,a Ni;h Volocily Hrmcno 2,5-, NUrf. FQ'R_F�� OF SE:.U�P,5 4.1 6 7 2 GAGE CALVAKIZED STEEL STORho PAN[� The LL. SI!, ",jdl c.., �hrr 3 ELrtF.7 �CNI It z "NA, 4NATE ZIN' iQI I L E C 0 G1 ORAL PROTECTION PRODUCTS, LLC. F.!.* 1. N; A C', r',IME �.Y 1` __P _rll_,Al N" EGR RMLAA9 k S0771W WC �,,_AIBINED 44 N1,1 At.' ATION 4 W cr DING (60f Non Hig- Voi�_ Hurricane Zo,RL .-,AGt ',A,W'AW!EV STEEL ,700 PANT Au AL PROTECTION PRODUCTS, I - Lc-. 20 Op FAN-i I'Ir IR R L:, C T t�. Fe 2 CD c— CZ Q; > C:) k CL 7D 0 CL c L_ co a- (3) CZ CZ Co CD u Q 0 c1c Cu 70 E (3) CZcn C 4- cz -4., 0 -0 .- U) APR 0 8 ZV3 V rto ji Review IL.DiNG CODE cmm Hj, Vwla,,y Ku,rix1afu:&vjeW Comal, t, Inc- TORM _;�T GAV GALVAWEC STEEI S with Ella A aPProve E C �'AL PROTECTION PRODUCTS, LIC. Anne V TC 71h Editf 423jo 20-175 ILDING COD, (Non H-gh W ', H�&, 'Can. zon.); WF.-GA,LYWZFD STIEN STObo vAn- EL rX PROTECTION PRODUCTS, LLC.J Ap o > 0 C) 0 W Lu _j SHEET NO. H 1.3 T L! VALIQ.FOR = SAFETY & E-Z I t,,G $TOR-M-PANIEL M ,v- & I, C�AK`ti 3, 'A-C� ZO-LD c AL m�12� t/2 WiN, IR-1 2 ;;st,b Af VAPIES 'Mo. C9iKw1F 0 OR r 1_1,61 -- 31- r - 2cw . w(;LL — - - - - - - - - - - - - ue. CAP SOL, C_, :.r., AIKlE CASE A (PLAN) CASE B (P SASE Q (PLAN CASE D (PLAN) IT s CA LIM "�If rt".E r, ftz ?6p. acv,w 0. >ANFEMAIE -�wr 9m "I 0K11w. scl<c�, 0. i 5 0 Im. -Ama 14� & 40 "k" ftow-p k& 1#1111w t, A O'4RLAP BE"DNV OPID-C wnT,43 !Soft, op, ;,.4* -DOD IN" ru VAR17 Dis DO-TAM-f - — - - - - - - - - CASE 0 (PLAW A"v_ NSIA"Allon AT "kLS W/ No 44167 11-111 JE�6'_ ARu ov5 wt--m 314- FLORIDA BUILDING CODE (Non higi, Velcc,ly Z, CASE E 'PLAN) 24 GAGE GALVANIZED STFEL S709M PAW AI; -I� 11LIECOINC C GLOBAL PROTECTION PRODUCTS, LL .JI i LFwna YAX!I,0LjEA AdjQ_K$jQN _PRESS, U E.RA-IING (2.sd)AND CURRESPONDIH-G--MAXIMUM AN HQR.__5=FAC "N SCHEDULE _EQIREQULAR STORMPANEL A INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANE, (DINSTALLATIONS AS PER ALTERNATIVES IIA? T.HRU 4W, ON SHECTS 6 A, MAX. IL 5 V MAXIMUM ANCHORS SPACING FOR E.D - A5 514011M ON SKETS 6 k 7 D.-SIGN IKSSL*E RAIII LAG SC" PANCLWTr FEMALE IC PAXELMATE PLUS *000 OUS-mc A.; M40 �,MMT*N IV ii vi- 6 1 a I/`v 12 1 /z, I Jw (wr - OR V3, OW) -45 •4W (go, to.) OR LESS - I-w%, 13. • Iwnowl E'er_w 6_ flop, 6 A. 4 4'• TO 14'-4" 4 T/Z' 1 7' (I go 7QiiiTi a 11,2* [Top" If- tw1ow) MAX.AS VAJUMUW ANC1OPS SPACWC� VCQ "I . AS SKQ*N ON SHLnS 6 A 7 MWN ALIC"O - "AprQh LAC, SCREW PANELMATE I PAWLMATE WOW SUSNLNG PRESSIR' 01"R _ IF & ANT cawiolctoN rCMALE to PLUS W ty 6 '12* 1 6 /2 6 1-, C if.- 29 (IQF`I f 12 1 7w Mor j OR 13' 1 J, 2r r (ttel 13' 13' is .73. kv p') 13, 2_4 6 1", 6 !1:* A 2* (lop)_ 6 7* fuaTT-) -u' Tr 3w • SEE TABLE 01 FOR MAX A4S.0, DESCIN; LOADS A, VAX, PANEL LENGTHS WHEN SPACER DA' Is #1 F()R %W, A-S.O. DF GN LCIAM & kWX PANEL LENCT41, Al-iEN SPACER JSED. 0ORW_tPONDtN('j CIIAY TO ALTERNATE 2W ON SHEE1 6 USEp, CORRE'SFICW40NIS ONI W M ALTLWLATE 210' ON SHEET I, JNm_jj a A65.0. DESIGN LOAD MA(W1,1111 PANEL LENGTH 40 PSf OR LESS 6 > 41) PSF TO 50 PSF 50 PSF TO ISO PSF Y_ 10' A MAX PANEL (.ENGTH5 ARE ONLT VALID FOR IWJALLATION'a W,' PANEL MATE MALL 10 OR PANEL MAIt PLUS "_Nc4-*RS W/ "19, SIP , ^I10, I0-. V', .0to , �,� I;k 0`, Tic ✓ _vk FLORIDA BU,LniNG CODE (ND, RL, Y.;u,:t, m_*.1 Z 44167 71 SAGE GALVANIZED STEEL STORY PAWL S ATE OfINcC 11LIE 0 GLOBAL PROTECTION PRODUCTS, L.LC. -V 20-175 NSTALLATj0N__j9.jAjL'5� FOR L;FE, ,SAFELY.,. PANIL-1 P('URED CONCRETE. OR CONCRETE, BLOCK STRUCTURU If" U07i't-1 POLWED -Qumm cc-CRF OR CONCREIE OR Co'"EYE OLM;, C06"I ewtcT, pro"WED ArQLwam MAX Lss ;f.0 ra Awe fx I f 4LL LE.-vr- t ',SEC ELIL"AT" (SEE EXV.T!C. !21 N TC t.'LASS EAvI% maFID E v PQ%rw= OR f 1 zu.cREIIE of co"(11,01 ALL" "'r'.0"Tr m-c- wkLD xx F_�WT7 IIJI. SECTION 8-,3 SECTIQJN 9-3 kf,c-nR a 12 J/ 2" 0 REGULAR PANS P.IXE MEM PANEL S"! 91cm 15 A. It Top .M.L" �iag Wo WOW YeMwtM .110Q. .*E IONC.ry 0. I.S SCKWIL 1-10 t 0 Im T .DILkTm I Sc.17PIki III llcr•o: S..Cwte 4AI6't-C S*ACUIC SKWk ON SCKD` 81 "If QkaaweiO IACMft " Tr OMPAIIY4 M OC POSS611. W LKZ!� �� 01.0" 15.G rc" skM wr of 7S, TP w*to-, SPAC*t aOCAKLI r00 (AC, kW_• * ON 114 Y-W0.11 W.MG N _jz_ AvjL Be - I FAcm I T Eli FLORIDA BUILDING CODE (Non Agh Velocity Huryiccr.# Z,, 24 GAGE GALVANtIED STFEL STORM PANEL 0, VAH DF f - __ [ECOINC JIL GLOBAL PROTECTION PRODUCTS, LLC. p4ii V — % 20-175 Ift _1" 'kip n qAX_1hAJM A,5I_D.IOE.W.N PRE$5qRE RATIN.115--i T f AND. 0RRE5P_QN0J.RQ_ HAXIKU"t4.Q..HQ-RL--5.FA.CJ]ig--%Hlo,.".Z FQ --c __5 V -'WRU -REGULAR STOT�M V'ANFL 1 T_R U WX 4ri=M k° ,O, F mAw,'m Aw.CqS SPALI%Ll rok MN E., L.C.IIEJOLE OUL_ SI 51,11 1 SIYJU-S- -IF -IN • 0 Q�- ZAIAAC CAA .uP 7 PE51 L :9kawl)" Dc Y_ 13' 3. 11 131 1,," 0- fv 3 flopi (6c7Tc4) on -a - m- a 6, 1, e. 5.iwi LESSIt. -v 21 5 mmw (?Qr A 3 11 6 0001 1 'A F If" F, 1, 45. 5 T-7— LFL172- ow 13 1 3- 14 r,: A 112' 7 (1 r-; "it 13' J: 7 4 0 1, 1 1-e I IS* I '0 'y 1O. If. i9c"cN1 To 1/7 3- 4 T'rr, 4 1/2 (90., 0f, k I/-- S r "Ir 112- 5 • 1 f5 'It- 6 t/4- ANCHOR WK T �v 1 ,�A T AHwt- mr. T 11I A.&D. DESIGN LM MAXWO PAK� 4C PSF OF LES' f, - 8, 40 rlSf TO SO FSF 1; -2- so f>SF TO I'D FIc" 5. C., A MAX Pv;EI_ LFNGTHS APE ONl Lf V410 FOR NS`tALLAIPONS W. 'Xi'tV SV ANCHOR, & W1 (PA� '�OACCR A' 1,1 1)(-, IYJE DnAWf FLORIDA BUILDING CODE 'Nc, HiV. YetQ,,"t H,—ic,;n. Z;1 rj. 4 4 15 7 t 24 GAG L GALVAN4ZEE StEfL STORiA iIANEL , ♦ ' F " 11LIEC !7 INH) 1,jK-U #1 F:* -W k 0 1 -I--L;4tr Ott. LOBAL PROTECTION PRODUCTS LLC.; iG 2r- I wes *!-tA113, R-2A/13, R-ILA/14, P-219/11, P-38/14. 2 —Aw"'. q dAA/15, R-SAW/16, P-3ew/16, 4 0 c 0 0 0 -711, J h-A' 0 DQ. -4DC� PI!tW/ MU PA#Q, LL140, 900) -W JCI I N'FtLAP WlEl PAWL LE.W,-. DQLT� A -W %ON PANEL L047- 0 4 i6/13, F;-2B/!3 r-38/14, 1 F A,. 1_- 13IN/i5. P-2B-W'15, R-343*06 UU.WETY STORM PANEL 1_ _E,U_NA1[QN M A, OLOMA BUILDING (=L N,I, Hit. Vf N-re", Ztt; EXTER QR F RID 74 CA", GALVANU(n "TrFI STORM PANEL IGLOBAL PROTECTION PRODUCTS, LLC.j ... q SECTION A-A E C 0 r INSTALLATION DE TAILS FOR LIFE SAFETY PANEL 1 NTO WOOL\ ST - RUCTUQE5 1 0 0" 2 2 I. t JL i-Lm I! r 3 r 4 All Ti R-LAW AILTLRNATM_�-19 A.1L NATIyJL 13-28w 9 YV;VLAR, PMELS 4z :—'FF 5AF.ETt_.PM_Ei 5AFU_yPAh" WAI,d, 9QLLN71I4r5$ uHMIMI rt WALL MOUNTINGS rl_WDA 90LD14C CODE (Ncn Kgn Velocity Wrrkane Zcr#, 44167 14 GAGE G*Iv&NIZFO STEEL MINA PANEL 10 'k !GLOBAL PROTECTION PRODUCTS, LLC.� 11LIECOIN14Anx F. irs, a �.Wkk GIN a- 20-1 If .-A vlgE S"RE IAPC(TN 7 10 .7ff WE j EPA_-v4'S 0, DEAN LCA-1 'u ltf�.ci W OAHU Aw "LN (AL4-01 ca "t -wr n I ci OR n, _71-7 Tk k IM I'ANt FOP 11�5T;l 1.� FRI Al t,r 11JILUMN3 N 1 Y- Hu,riccnt zonol A GAGE GAIVAN1F.0 ST; STOR10 ANEL iL I 0 t 'A 08AL PROTECTION PRODUCTS, LLC. C 20-175 74n`7- �q NIC-4! �"7 QP '_ONCFFI"� 'Sl",.,JC1*7tJR�S A .2 PAW �1_,,DTI, U ELLNATION ON SHEET 123 IAPCEf. Point ctmit—[ 3R (D (D > 0 0 (D cz 0 L) U) -t-- CD L) C:) S_ 0 (D 0 CDL = 3: .0 C) -4-- M 0 M > c -0 E w 0 cn 0 0_ c/) im PT GU Virtija !an vi 9 Review Assist ,IS s 0, umpilia" comp fete{) C. LJIL.-,',4: CUA- Nor j�h Ye_ ty N.,riccriv 2—L.), "Id auproved by q( tile 2020 FBC i 7th Elfition 'Elc' Klahr Pk23,:o )IM1. PROTECTION PRODUCTS, LLC., 20- 175 3,TILL ;S_. CC - s ,Non W, h Vitt- ,ty Nurricone Zone) A GA,,; �AOOLNIM STEU STORW PAXEL I )BAL PROTECTION PROIDWIS. LLC.' 20-175 o CL C) CIO 0 L_ a_ U(a) U) Go Lu SHEET NO. SH 1.4 si .7 ,0 - 1' 7Ez 1 WI/18 TQAI cE Vi/ ON F .R__.SRIES 2000 Z FSAVO ,TOR Y _ACE L. 1ST; SYSTEM ( �i iALf ft.:.-, 4 aP 5ECTIpNA—A—A iL ECQ GOAL PRGL ON PRODUCTS. L,C., trs at i c.: INC _ r�f. w • c tERx� � � P - I _.- ENGINEERING EXPRESS" PRODUCT EVALUATIpN RE.PE)RT Sefttetl ,I' 'K 15 2_10 A(Oc,alxln NuntDtir r'700 1 - R2 EKProject NuEnttiar 70-315A! PrOksct Manuladurer ,Ali American Shutters and Glass Manulactufer Address '540 Donna Road Y+iasi Paim Beach PL 33409 Product h orar, 8 Deso%,-tin 24ga Gahranr.ed Steel Sk_Nm Parets L tinge MIssi Impact Resistant Scope of Evaluation. TNS Product Eval atiun Report Is heoig issoecin accordance with the requitersionts of the Florida DetiadmalTt ul eusiness and Prokug54onal Regilation (Fkrida BtPitil" CorrNtMstiloot Rule Chaplet 61G203 005 F A G forstatewole acceplancr per Method I(dr The prodtict eccaad above has been les ad aTPdror evaluated as %pminanled heroin to show coniWFanse with trip Fborida Budrkcg CCNie Seventh Editicn (20201 and N Its Flre purpose intendedat k+ast equivalent to flat required by the Ceele Re-evaluation of IN- pins l t shall be required following pertinent FWnda BLmk*V Code rfx#Fficahom iTr revisions Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EA Dra Ang #20"331W h:(ed '24Mg3 GaNantled Stirs+ Stomi Panots IHVHZ $ N7n-HVHZI Sheets 1 i prepared by Engmeermg EEpiess stiEned 3 strafed by Frank Se+Fnanin. P E is an rreenral part or this Ewluahon Repod e TIE5T - REPORTS Un4orm static sliucnItal Pedumiat" has beer tested in accTni afleo with TAS 202 fast standstds peIt'l reponis) XElT•ASG 17-001 by 8164kwalel Testing Inc Large tnssile invact resislarxe and cyclic badtng perlonnance has been tested HIT aceordanl:e with TAS TA- r f T AS '.17 -001 - wa r Timing 20' and S r0`s EDsi st�sda its t>uT tall aponFsJ !F8 .,G try Btaek le ray, rfC . STRUCTURAL ENGINEERING CALCULATIONS Struciural engineering Ca1CUlatrans have been Dlepated which evalti the proJud based on corry?arahve and" m ratlnnal analysis 10 quah Pp the folk"Ing destgre Crdetia. 1 Marmow Albwable Sports 2 tArnnTi Allowable Spans 3 1FAMnYum Glass Separahon 4 Anchtin Soacutq 16LI Stif I Z ' A.ENut S a I 106 OteArIEt0 SEAC N, F,`IPtDA 3 Si r: ,954 354 0660 1(86h) 196 9999 TFA �E 1..'+lEr atyG€•PaFs-,[=� Me \11 \nterican `huticf.a/1d t;la � —'4ua (Avan;/ed roc) tiiwrni Panels No 33:b ontfease In aEd,Tade stress has bee-wsotf i the dtlslgn of thts product Separati0r, Ircvn glazing Y not regWrasl for rnslallahons ota"le of miirl Inge 4 and 9"Tantal lai impact Resistance: Lalge irripac't Rei,mlance has flea- d>•3monsira'ed as evufence'd In poE"Yrausly I+st"j test'cDomsl. and Is accountad lot in the engrneenng d—im of this ptodut1 Wind Load Resistance This prodticl Fas been designed to ie<isl wuRd "as as indicated ,n the span sc Ne7uletsl or; the re9pectrve Prrduct Evaluation DrxLanenl (I a englneerinq dtuvnny) installation This pioducl shall be installed in strict eomphaRree with its fespechve Product Evaluation Cac—TiteM El a enginaenng dtawafg) along wrath all cannitionvitsnoted thefeln Product comtnrtents %hall be of the materfatstieced in that plodua, s fespeceve PrIALIN Evaivah,)- DeaTrnont (1 a dngrneenn d(awing) Limitations & Conditions of Use: tjJ r of FINE. IMCduc3 shalt be In strict 4aT'CFirr:Fd-✓:Uwith Via respvTirve F rAu t Evalu'aEwa Di)CuMnl it angiriseFing d attiong) as noted heroin Aft %upporl{og host fAnlr:l,it" shalt bo desgne+1 It, resist all sLrperhnpoE,ad toads anti shall be Of a maiarral ksled+n th+s IxEMfuct's raaparchva anchor st.Itedulo Fast struc'twt+ conditions whet. are not accounted tw in fhts products IRspit iNe anefof schedule sEraa be de'Wrleil lot or a site-sperahc Dean try a registered p tesssiOnal angfnee, Ali cofnFunents which are perrnanerrtty installe3 shall be protected against corrosion. COnt3ttntnaEioan and ohm such damwge at all ifines Tfes product has been desgned for u-se within and oilatde Vie high Velxtty HFilrlCane Zme (H\rHZ- RL'aflritl i J h . 'mot _ryE er Frank Ilennartlo III - ENGINEERING EXPRESs'- ':Iq „ri.v L.t , r.n 11 It. •,xS` _.. __- 160 Sy]r Ii A €Y-E Su; 1C6DEE Ei tE A. r•, i - _.,J�' SSA 354 660 1 (866, 346 9995 T MdaFRG-E€P,HrE ,rREs :}•^ y _ D. A rEY.r� I. =cJRa I R C LA a to Pi _: t�I z. l G ul n. ! • ir, M COLT1WTt :R R#UNr rPFt/ ' W At €. . - >'\ wau POL•u• s1�-haw ,r r,`r..a . - - /T In � 6 3 4E " I :y H � 1+jai a� LL" k. Q k Y ' t , w_o.rti T FT `r .: f 20-31543 r r, SRAt PA 0t"d Y WQPw ryt'' .,,_,.� � I k l lxrlclN{L Trwrnmin+:.u:wvr, ,tn Prrw h.. xry �11 INSTALLATtON 1=TgiLS r I SERIES 2000 ,E-Z ,HANG „.STORM _PAN. INTO F"bL" i CONCRETE CONCRR TE _ J pGK__ --AND WOU RUOTUR S 9- y t - LL r r, 4'4L14 (^-.� y.. a NL.•b r 1 t r' I ^'mil 3?( �. _T • x at G :. m - F-1'. Imi,.; Pik ntC ]'•la A;!*.' t-osti R4TF 47F WLth':I4RFIti i:UNr�pFF'G E6r.CKN N5'C'AIIRFD WALL MOUNTING WALL MOUNTING �.aS�T'�h� -AZT �LI�$NATIVE EZ 7,� - - CO L (N V*14Ci'. HI L�4 Za- _ ' LGM11iA 13V;tEa11Y n H+a 1, ti 4* I 1 24 SAGE '•ALVANt2E': STEEL STORY PAHEL I T f - __j 41 C , 11LIECOmc GLOBAL PROTECT" PRODUCTS, L.LGi e I------ S+uf A ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE � rt}•- DESTGN PRESSURES 24ga GALVANIZED STEEL STORM PA14EI S HVHZ & NFlIN H'vH'' DESIGN NOTES: o-ii rr ITIA EpRPATEyCrxl[FL'AIJ FNACWZAN_E AITti TPIE�iEC °ALL t "� USE M 11ti Thl PS wuP RaLL t LIFIERMI ED -ER t tlM r W D • vLi'. , , , CEI(FkMU FL IN AC..OROA,W:F n1%rr RSV , Vi"D' r-HAr1ER . - - .094 TINE FLC+Rf C:A 01 lli 1N, Cc)€?L SHALL 9E LE ,S Tnarl W = ,g"L To TIaF '4xxhvc `* n[t;A,FVE F'E.SI<'ft > a•r +' PAE'.Sn{'E'.APA'1i 11+AI LAPS Ll"_4EO HKIFIN FOk dN" � <.1 i ARE LMNL'+All 5NC74VM I j J, F GENERAL NOTES: 1 I rni> tIEC rr-7(n1MN H4'- FEEN CE5[GNEp M1nC SHALL BE EAaF,ECATED IN S ll ALcCRI THE PE? 1 ROM" u AEMEnTS OF THE P.C41tD.4 OW'DLMCEC CO� T SEVEIITH EDITICN :i FOR L�F ,IStCE Alto DUTSIDE 3F ME N•M2 PP 7 iAb 201 . 2U3 AND 20) TEUIS. ST Pl CichTR/�LTOR SHALL INVEST1GATt I• { AND CUPIPCONT OALLUXALaU1LDalGLODE AMEND"ENTS WHICMNA• _ APPLY tX^a1GN CRITEAIA BEYOND:53TFiEG N[E'IN YAY KeQto F J) i ACD FnDNAL SrTE SPECOPIC SEALED MCiH(EkII.G. V) 2 ND 11.11 1t+ INCREASE III ALLIWIAOLF STRESS N95 BEEN USED IN rHP DESIGN OF THIS SYSTEM ? ME AMi NTTEC irf NGINEEP CF Mo.D FOR rKr'AWErT (.:! 1 SUPERSTRUTi1RE WITH WHSCN THIS DESIGN 15 USED SPIALL aE RCStIO 5111M Fv7R T1tE INTEGRITY OF ALL SUPPCRT.NG SURFAC F$ TO THIS DESICAL itiW G � SHALL at f. OolibFNATFD by THE PEAMITr1NG cCHTPA(TM. 9evAp 1[zr'F-sa[,: rGiC's[Aleil crW-fH[C rinrA sy e[ReQuvrc .z _ t ! DR O[R N DTvIAT[ PROM IOApy$� E[R[CTONS, cR SIMS cONTAD1et AirT;Yf ML4,rN1 ,E+ERE[irCDhTACTiH15 ENGINEE.N FnF ALtEPNATE :rcfI JU.CLIA'Fl;�ir`+: MPY Re Rr^•.jjUtP Pn (n u',�_ i-T rH[ 5YST[T1 Cn M16 CP-E,, UJ IL lr r" 01 �. 7.1.. N' �_ I._ •- - _ -T the'J�RrIATiJN FJP. a SPEi;IFT. SfE. GCiF il/E +. C',rI C>- la :.,r .P.:'."- tl! r r,E CC'NDITIAIS GET,I;LEO'A PEnu, P. LIrCI iL+,EUI r.HI'a E", PPEa A,kE tTE +PEI. III DC' r. r At At •SST a 5 L utrwcta �I r Err T ,rs rwLu eNT y DES.FGItl eRE D Of r3.5 fh IHEPF.pt ARE WI , i 4 -r''�n q r� 'I p� r- . C !. f 7 PTC!AL l'E.r"'+. I ALAL iS�II��b�, N I ELL v'U, I II .:':',� PIA4a3URF5 UlVlC'ED BY M1➢.S: uFF7'I P.P; ICa LA rAs I'rm. Tr, Grp CD T.x ^ A T � Y D eA [44:R.aee ice � r � - i E.5 ESE FASi`Efa4i YAL aE ^. r.DMS M PIA ORPC�ION aE TTPUCT i rFP µL IVI3 3 11 Tit ALT) A r-r TILWr. INC oiUNR M fA.ICTUP[ S[t"TTDN 13 a THE ALUMI UM ,j5 yt YDM Q Le g s r9 MC!li: INC.. 6 ANY ART`I •?IP S-Al, 4TATE A 1 JC{i C- 024 GL"DF'S V O ALL 4T7Rrn PAnPL€ L1 COP Ia It S'EPL t f Q2{' C r.�,to T:, � R SCAT? -1 W11 ".-Alt CDF+FOPM 1F_ PS >• :,a ST@4eCTtaaL9'�h1r-I tY n., zl Ul .\ CAT? 1-1 wAIIP,960e. MFE AN9ai Rol LJJ Ay ACU 01TH it -if CNS SNAG. DE a0e1Ta ALUMINUM ALLOY UNL_S5 Ni OTNFRIY LSE Q rc+'N DIC 7rnoE;ANI> NAY1ST ?i at MVI nrA_LY As FIC:L T0RO, T10N5 DICTATE, CA FLS NAY 9E N V.1NTrp YER9TL.k,.LY Ce J I jj I ITT .tO R[SOnRALLr AS CF`0 Cs BLE. -1 CONCTIFT WRETS FTLY I HEREIN irrA1 E E-IfM E T: Q NCNQ,RACIQD CnNCRETF ON.Y INSTALL ALT I ONCRETE MCMCaLS PER �. MA.MUTHE CONTRACTOR O TR CTORPfCJ$ REDAT76N5. qgI g �E I I - - 33. THE FACIM ACT0A IS R AR PIATEP AI S TO TO TREK LATE cri PROTECT AU '� SI y F rt J I 114 ElIGFRON OF ATH--rYEDHE.E IL) ALIDATEFn' PCTrROLK6 S E,r - 1 _ lA, RJGInEFP SEAL AFaT%ED HE P.E TO YAIiLWTE�cTRIKTU Ra. OEfI,N PS =� T4 ' �---- -- _- SY'V WM 1M LY. USE a THIS SPECI.cIC AP.ON EY CIrtTaAtiTOA., eI Al IT,R'egEI _ `I I I INelr{M1n6 %SAVES r+axMLE53 T1p5 91:.aN [PA FOR ALL COST a OAl1P„�^ W„� �,` +� I - INCLUDING LEIGALFEFS a APPELLATE FEE'- NEf-;ILTMG MOM MATERIAL I,�P 1�xi11N' FA2RrrA,TIUh, SYSTELi ERE{rli:m. R COI aTq. ijmon PRALTict5 REYOxD THAa I■F as I� F a I tfCJ4r'1 TVFf VVeilI 1 0 CALLED S I ev LXAL STATE. A F[•vFapL :i7DES B FROM 6 !t C t1 � j ecnA roes OF H1PUN j f 1 as uE=j vy LF etC Ik H '1F AFUAMP'RO'V'C ASrr EN rl,Nr 40cmOh Al ru y j C -EFTl G1'.r ATECN F AFV1 rTDFS IP07 CN kii G_iF p li, ttl Fit- 7Tt tic nr rioi:s r,R crrx Ea anr.r+c: 1. are r,0r rePHlrr[c a,lc rtwat,cv,T['rni . errT�,FlelA t '..re (• I"I t? PM1NEL IIU OF PFPMWINT;T Lr¢FLFa?4x IT" M7x IMrr}M !`F r,lJ t,4N EL r _ Jl. F1iI°I RE LOW ai, F.VkA17U f�EV C I'FIY'll THE Fr.LLr'�"I NI IW{'CIRM>r1UN' _ W �ff =Er S ritTrZi lXsi) ALL MEFlt AI ci fTEA ?t1C R:.LhG: �11 ply'¢ _ -...._ �L INr as S tASiENE ,�raa - uA 111'. POL SST HF T a,7iwL 11 �-1 j�=wecePr - to ft_ir- l 'C(2U11 F': w Ef ", 41 TM 51kSHF .....-:.- _.-ter. n `}a THAT (C4 C"T 01'b alJl __,..:-:-,,,,..-,.,-_............_ R.t G.:EU N AT, ,] sc ar._tAn(t _ 543 y i'h. ,:Fit _EL..:. .UPS c.iil•:A__ 4FLR 1+R ISTc-_:ctM `i51 �; .. ___ - ..._ P• - - VISIT ECALC 10i315d3 VERTICAL MOIJVT ELEVATION NOTCHED PANELS I Nf aLLOWABLi PANEL SPAN & GL-ASS SEPAP.ATi(-)NJ SIFHECULE' SPAN SCHEDULE NOTES: PI rvr-sir r n L 1 GLASS SEPARA11ON NOTES_ k T To Vy 1 ;oa w N� = �8 FEE MIX r • , ' �.ETNaE , s,ER �L w ^ 1 G 2 4 G a rs ce LU A Q J ,411ED �IaISpB .1ST 11Jj � ivyNy > (3) —• U CL C O Cz - CZ —CT3 O Q-c O C O U_ Ca O C p !E c Q .0 .= C/) Q APR 0 g 202.? Virtuai Re - As IV r 'an Review Co sist, Inc 3" P lance V;is. Aleted and aov b 1 0ehrn Ile 2020 FBC- Pr Klahr PX2n, diti, 1 � air 1` _W> T. I L - 14.1•( 11� R' kit 5 Y.7 2�Gty '" 1 5 t Y a mA6 / W to OW J N4❑ ^ �- &1 .>..tYL1F1iR¢T- 1 % 1' 1ST' 4 - r � 1. 1!. 1 5.3 q. I. A.2li a Z 7s, 1, T 4 T - CST n LL M 'IS INDICATE! 3t t3 1Qj AT P LIIILIE �. P crE,�Gu �t KT II r ,'FrAII.'i Qh ,ter ' rP - 1111tu s!v E; = VAl.uE5 E13R Q - TOED :jullCxN,F €€ TMr T 'IGr�R Ain' nE T .Psrl's��g �f� r a)h Ga lcFilt.f bf op r pat, ' 'HE B�`E RvriREfR+rR'!.^WZR FINi_•IEF 20-31543 PA® 929CRi nWP r s I}� (D C� Cz W z Z J SHEET NO. S H 1,5 - --I I - - - 1-1 I ATHER RESISI R/L BARRIER & ALATHFIR RESISTIVE VVIND0% TEMiIPORARILY SECURE 3APRIER OPENtr, DOOR RCU(3H WEATHER X SLOPE r- RFSISITIVF 0.3 in: 12-0 in R703.1 Gener 'RRIER WOOD FRAME CONS f R, f',_ 30.5 crn) EXTERIOR Y (0.6 cm include flashin 4iERED FLA5HIN(i -3/4% 1' BFAD OF CONS TH sHEATHING il G DOWN - -1 - - AfftE ADHESIV OBEAPPLIEDUI`Jfl�- -)VLz HiNi JOIST AND UP THRESHOLD OF DOCAR AND WALI BY 6 IN R ETLI RN t IP JAMB 6" USE L 1 (.1 i R703. 11 Wati EXTERIOR NAIL HRANU UR FULLAL WHI ATHF- --CEMT. FIN. rr�_ PROOF GALILMNG within the wall Qzl& draining to the WEATHER .�-SELV-ADHFREDFL�V_,� BILIIILDIN(3 PAIDER di RESISITIVE II iBARRIFF AL FOPS OF J1L)I'o1,5----- VVIRE LATH IN R703.2 Water DECKING S,JBIFLOOR approved wati SELF -ADHERED FLAS: ith the uppei ETAIL WPlI approved mat HEAD FLASHING TIE felt or other -IN INSTRUXTIONS 1, Cut, fold up & ternparanly secure weatheT RINI JOEST appendagesT 1"HESE DETAILS ARE GENERIC AND resistive banner above header to allow for flashing Installation MEANT TO SHOW GENERAL FLASHING 2 Sellf-adhered flashIng p�us head flashing under R703.7.3 Wet{ AND WATERPROOFING METHODS TO weather resmive barrier - sheathing, She F -1 Fuld �weather resistive barrier back over head 3E USED. 2 individual layE flasNng and seal with tape accordance w Scale. NT�� SELF -ADHERED FLASHING IzELF -ADHERED FLASHING SELF -ADHERED FLASHING FLAN(�FD WINDOW j Except 7�1-)Irl Wpol EXTERIOR �D� _�01R`WITH DECK -,S)ECTION A V CENIT FINISH SILL/ POTSHELFICHIMNEY SHOULDER v P 0 3� WEATHER RESISTIVE BARRIER equal t( substar MECHANICALLY FASTEN IF RUBBERIZED A_��PHALT LXTERIOR,SHC.ArHJNG NFEDED IN CORNERS RUBBERIZED ADHESIVE DH EXTERIOR _qH.1EATHING 114"-1" BEALL OF CONISTR lNS'I Al I SE" - AL)kv �iE ASPHALT Au ESIVE V F T 0 8 E A PPL I 1- 0 J N D E R FLASHINGJAMB S HEA1 THROUGH SELF ADHERED R703 4 Flashi +sl,s,8" (A i6ilLN jLD OF DOOP AND RETURN FUASHING� ��_E FLA5HING SELF -ADHERED FLA$HING-- shingle-fashio PLASTER jS- LIQUID NAIL R AW 6 - RAND FL, __-,ED',(ViN0ChV �_.R FoLIAL WLAT HER PROOF CAL (�:,t 1, DE TAIL VO FG I �i 12 M�L DPYLOK CMU - MASONRYBILOCK used as flashit REFER TO TECHNICAL SCORED entry of water EXTREME LET7ER ON CHEMICAL RELEASE PAP J WINDOW COMPATIBILITY Self -adhered I 17 ASTENER S01' ADHFqEDFL� the building w, 1) SEALANT A: SELF -ADHERED FLASHING RELEASE PAPER TO EXPOS- 4) SEALANT JOINT WINDOW BUi_ FXTEND VEPTiCALLY F ROM contraction. A, OUTSIDE EDGE OF MASONRY TrCiM 0- WINDOW BO flashing in ext, THRESHOII 2) SEALANT JOIN shall be install 51 SEALANT FROM INSIDE EDGE OF WINDOW FRANIE DETAIL VV SFCTION-A (SEE L WINDOW BUCK ACROSS VONDOW BUCK 1. Exto W! AND EXIL NO 10 NDOW FRAMEc. -3-1 finish MASONRY ATTACHE D SELF ADHr-'17't ER CCI P shall V 6) 7O(.)LED SEALANT REQUIREMEN BEAD BRIDGING j follov CLADDING AND WINDOW RAME N(,, 3) SEALANT WINDOW FHA%i� Tr' NAILING FLANGE 4 WINDOW BUCK ALL THE WA'T' A110UND. INCLUDING r SEAL TOPS CiFjOiSTS 6 S 00 NOT FLASHOVER UNDER DECKING BOTTOM NAIL ING, (SFL DETAJI. WRI)') c F LANG F 1.2 1 .2, Ina, 1,3 1,3. In a. SCS 06 05 CMU INSTALLATION 6 POINT BOCK ANI�' SELF ADHERED FLASHING -ISFI F-ADHERED FLASHING SELF -ADHERED FLASHING 1A In a( FLNLSTRATION INSTALLA-1 ION AND INTERFACE HALF ROUND WINDOW \/\JP04 F<'� I-110P DOOR WITH DECK Vx1F %j INSInE CORNER NVVP06 2 2Att StUCC 3.3.Un( �rouna 4.4.Cot Sr-EATHING A 5- 5-1h il v !:10 _Z. & 6.At,, 7. 7Water Resistant b 7 7.At t path StLL AND HEAD 1 APPROVED SHEATHING APPROVED HOUSEWRAP V PATCH Slum) STRUCTALATH TWIN TRACK 2,5 34' CEMENT PLASTER 3t, 12 MIL (min) DRYLOK EXTREME f\ 0_ DOUBLi AI`4�'ROVED FLASHING TAPE 4 T 4 JOIST "V'S'EALANT SOCKETtr A WITH r\ TO(XED APPROVE D SEALANT WOOD BEA00 S�NGLE FoundatioTi Wall _AL? )OIST BELOW 'S1-_L--ADHFPED FLU -ADHERED FLA-, I IIN, SELF 4 3" MIN— SELF -ADHERED SELF -ADHERED FLASHING FLASHING SCS 06 02 WINDOW FIN INTERFACE WIT[ I SELF -ADHERED FLASHING 07 �S V�' r-ADHERED FLASHING FOUNDATION V�fEEP SCREE.--j EXTRUDED SHOULDER DECK JOIST WPI �'UTSIDF CORNER V, V V V P, 0 2x FRAMEWALL___ SELF-ADHERED FLASHING _J ir- I/ I --iTRIlP UF SAF LEGENIr7l PRODUCTS DETAILS TILE FINISH SELF ADI` h rfG(ISAF) L DRAINAGE PURNE VVRB DRAINAUE PLANE (UP) V&ATHER RE51,51ANT BARRIER (VVRB) BOND BREAKWEATHER RESIST, ANT BARRIER. BOND BREAK VVIRB SELF FOI;RING (F�,F) LATH WATER RESISTIVE BARRIERS /%k-L. HLUUIHED BEHIND Z_ I UCCC) 1/2" DIJROCK PER THE FBC, RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY SL LATH SHF_ATHIN(1'O_SB* P1 YWOOD DENSGILASS 17 =77777-77, 7 V-4" PER PLAN Z WRAP DP WRII ONTO Det.-jil Instructions 1'-0" PER PLAN VERTICAL Re:;tt,-t to the number marked as 0# in each retail that corresponds to the SURFACE TO TOP OF Cemerrt�' numbered items in the list. of instructions below: F L ANGE AS AN AIR in accord; BARPILR with ASTI SLOPE over wool 1 Install self -adhered flashing in order as shown by numbers tNCH FLANGE x ficlof 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU (PER SEAT DEPTH)----,-.. i Self -adhered flashing can be substituted for building paper STRLR--TURAL FRoL44,_, < 4, Split the release paper using the ripcord (Split release on demand. FILL WITH GROUT Q_ STPUCTURAIL SHEATHIN, embedded In the adhesive layer) - for ease of Installation and to F-4!�S GAP IS A RESULT (X� 1. AS T E R IS; T 0, P -z-1 'I RIP OF minimize scow wg cuts NAT URAL SHRINKAGE EAT FAD NOT SEAL I Rernove all release paper per standard installation TFIS11TUCtiOns and J, - — — I DRAI NAGE Pt ANE WPP 5. CON T I NUC -1-15 BACKE R ROD & SEALANT f bCREED PLASTIC adheie to substrate using a square piece of flashing material (6 x 6" < BONO BREAK WF4 P Minimum) SLOPED MUD BED—, SF I ATH 6. Fold as shown oy arrows < 7, Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to coiner 1INYI SHOWER PAN 1 4 -------- ---- --- L -PLASTER STIDi 8. Mechanically fasten as necessary C i)NTtNI 14111' 1 & SEALA - NT , RAI-'KFR �rlil -E'FMENWIOLJS FINISH T" SHOWER SEATW )OFF CANTILEVER P1 M'A' P 1 FLASHING (D REQUIREMENTS (D h,, i11i1 lfitt j eather-res-stant extenor ovall envelope Tiie exterior wall er',,,elope shall > 0 (3) r � e d Ei n, I -Islructed in a manner tha* prevents the accumulation of water 7,- Cl- I I I d t h e exL I A C I a dd � ng as required h y Section R 703 2 an d a mea ns of 0 0 C) I iI ti om aria t:lreakS CornPiLitti AST D226 for Type 1 felt or other 0 0Y C__ 0 of exti:-[tcy vvalis No. I I-:. asphalt felt ,ihalij be applied horlzontally C_ — l*s fjc.,--Ljl- felt sha, bc, lapped not less than 6 inches, Other .0 L_L_ I S"I 1, ;Il tl- zItp'l -f J)arr er manL.J,1CtU,ee'S Installation ins,fuct ons The No 15 asphalt I > 1;:; bjfij,,,l 1,,,� jt-I-ai LE: CO!1tIi)Ll0js t._:' the top of waIls and teiminated at penetrations and buildino E 2 if) Section R,-'03.1, C/) CZ CL -0 C/D < es � t Ln and, where applied over wood -based _i�ef -i(sl 0!) L-Y - 0 ( . stf �ie � f I; e,_i L) it feast eqLIIVaIC-I')t tO two layers of Grade D paper. The 'I 'aN, 'A-s u r- h thai pmvt�jes a separate contini-LOUS plane and any flashing (installed in 4 1 Inter-,cec ',o &ari tf-,) tI-e 'AD t ,e bamer is directed between the la''ers :k_lt I-S over, vo:)ci-based sheatning has a water resistance IJ arld is s�.,'parated Irom the stucc - t,,i an inteNening, j I t ge -vbi a,� tes aric. mechanically atta�. sect flexible flashing shall be apL, i rTi I ' �'l i��Jnq sell a.-!Iieied rner Tda: t ni� aj�-, it., rer',� institic*ions kiletai flashing shaill be corrosion resistant Flu Id-applie d membranes t All flashing shall be applied ina mariner to prevent the My )I- pene',Fation of to the, builicing Structural framing .isod Lis [lashing shall canipl'y vith AAINIA 711 All exterior feliestration produ(.ts shall be sealed at the juncture with plying with AAif%1A 8C S1 C920 Class 25 Grade NIS or greater for propei joint expansion and ) '� a r A M I'v C. 1?1.� 812 or otheI approved Standard as appropriaTe for the type of sea�an� Fluid -applied membranes used as shall comply %vith AANIA 7-1-' Fhe flashing shall extend to the surface of the exterior wall finish Approved flashings ;3t T!c: ti ocat;on5. �l I,.I ,, ry".1 and door openings Flashing at e),terior%,vindow and door openings shall extend to the surface of the exterior wall ,-)I tcfa•; •vatpi-ips st�ve� barrier complying with ��ecticin 703 2, for subsequent dramiage Nle(Aan(cally attached flexible flashings 2. Flashing at exterjor ,,:,rtlow and door I ngs snail be Installed In -accordance voth one or more of the I I I Aridl flashing wstructioris, or for appiicati,e I)s not addressed in the fenestration S tns"knIi. Ir a( Eat �,Ic: vAh tn,-- flashing manu�acturer's instructions Where flashing instructions or details are Pan flashing shall be sealed or as to di -t _nteIr t,-_)tilt zjrlacecI Kteior .-a finish or to tit ,.ater resistive barrier for subsequent JSI;,TC pao fashwg ,mill wc,.,r-__3ra,e flashing or at the head and sides. aM-lf`q a_.:(-S Q'I C.; veil-od c a -egistered desigr pr3fesslional ,I- -."11A A/VJA I '11A Fl". �AA,`VFYO. 2,__,Cl Fr1AjAArvVv' 4AIDNIA '3CO or Fl\,,lA,AArI.1A/\NDMA 400, ,I fl,: IL's (4 t.l_-t4strut,,,orl +_illtllq ftcIrtte ',i StU-:CC ','VaIIS, 'A"I'll) Drojecting ilps on both sides under gs and ',Ills y Ivvoud-fiarre c.onstiuction. APR -1-N--flESE.. DETAILS "PL GENERIC AND MEAW TO SHOW GENERAL Virtual ,evj, IF_L/-'\SFi ING AN D WATERPROORNG METHODS TO BE USED. LW C view ASSI-st, /17C- Ce "i�7MPI ,i C, t thLeted and appr by DIbra A 0 K 2020 FBC 7th lahr PX2360 iatfir'- in ,Fa Iti .v I d i AS 1 %1 C'" 1063 — /,118" Cement Plaster in accordance with ASTMC926 — Felt backed metal lathe in accordance With ASTMC 1063 Building Paper 716" 0. S. B �;heatliinq Stampede or similar cauk bottom joint only `Neep Screed i installed As Per Manufact. Specs '9"Cementitious Pecorative Finish Al I inside and outside corner will noed to be ITiiter cut and caulked all '--I bUtt joints need to u)ecaulked using Stampede or vim. caulk for all Note. J he building paper and rnetal lath must be Installed over the top of the weep screed. 1 - - ` L WEEP SCR f 1, i T I Wj N ro-I SHEET NO. WP1.0 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL IlEmoli TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"=10-0" FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U 14 WALL FLASHING O STUCCO ON FRAME - 7/8" 3-COAT SAND R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i L C FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING O AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE CST a COMPLYING WITH ASTM E2556, TYPE 1 TYP PER ELEVATIONS } , O CD (TYP) WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �� U ,}, N = WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. ,O co(u Fn SHINGLE WATER N -0 V co SHINGLE WATER SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C OO OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O c- RESISTIVE BARRIER RESISTIVE BARRIER O LL OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL �— cu TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O TAPE EDGE OF COUNTER FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O STARTER STRIP - E FLASHING CO JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (� (1)L +� Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E CU 4O !� WEEP SCREED FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT � COUNTER FLASHING OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS COUNTER FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING 18 GA HEAD WALL FLASHING CONT SELF ADHERED CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL FLASHING TURN 3" UP WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z z_ SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO oo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE UNDERLAYMENT— z z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN 8" ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 _ WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER 6 THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS BE OUT METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED CORROSION -RESISTANT MATERIAL AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ^ ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE LE TO STUCCO WP 12 _ ROOF TO WALL -SHINGLE TOSIDING WP 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 3if= 1 ,-0" SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLANAL AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 WALL SHEATHING PER PLA77— N SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" FOLLOWING: cO WEEP SCREED 00 STARTER STRIP STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT UNDERLAYMENT TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FIELD BEND PANEL UP 1 1/2" FIELD BEND PANEL UP 1 1/2" FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD INSTRUCTIONS CONT BUTYL TAPE SEALANT PER INSTRUCTIONS AND SIDES. Z' CLOSURE MANUFACTURER INSTALLATION _ - Z' CLOSURE v co INSTRUCTIONS co 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL `o STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF UNDERLAYMENT TO ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALL LATH AND LATH 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL -RESISTANT MATERIAL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. DING SEAM ROOF TO STUCCO ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 _ W P 15 3If=11-011 FLASHING AND WATERPROOFING METHODS TO BE USED. cn APR a� vlltj�jl pp 1Ptt--�' n l� t:, udion � Q O O L U) cu W Q Z Z Q J a SHEET NO. WP 2.0 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN--------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_.`` WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3„=11-011 3"=1'-0" WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING— CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING co PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--� CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----____ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT :;LE OVER 3E IEATHING N 3E FASCIA HERED WRB TO OVER WRB ON :LOW ►:7_\:(� �CKER ROD kLANT 'J' MOULDING F BRAKE METAL ON FRAME - 7/8" >AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA& SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP -- HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" WALL SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING 00 PAN FLASHING 6" MIN—� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6'---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----__._ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN, /�% HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE cz EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � V a) THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 C6 Ca Cn 'O R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O 0 O O N HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED CL C WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C O Li CZ CZ EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O cz `+— UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -0 E O O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L- Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE .E � Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F- -0 CI) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. i EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER I THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL wINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE `HALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING W P 17 SELF -ADHERED MEMBRANES USEDOAS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 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 WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. C1 }.., a) C� APR 0 8a,� co / .r r V it 1 �GUrovpa 4 �� /iil 111i78� 0 O (D M co ■ . . Lu Q Z Z a J SHEET NO. WP 2.1