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HomeMy WebLinkAbout36485 Smithfield LnABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR F:N FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PIED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES SIR - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC -TOP OF CONCRETE TOM -TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: II FA = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1<ELEV NUMBER 4 A15 SHEET NUMBER 4-ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNARom LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR RLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S61VI/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS RECEIVE MAR 2 9 2023 MAR 25 Virtual Review Assist, Inc. Plans Review completed and appro e for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX230C NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N o N ul a_ ul 0 o u� tr z w O 0 w o: 0 z W ` -'0q U M 0 Ln } O 09 `u C") V) U M C E � `O u 8 �•� p U-8 a Q � U s3 0 4). < N V LU QN C - N o E� a °'o W~ �a_jw xQY Z zz 0 LLIw YO Z = 0�xVOLLO rj QOR_�sZ20°J� Z) �¢ I­-H 0OzOWO00z Wm a LU OWL)0a_OCL ZZLL0n Z 0WO�Q WLLaO¢ Q0 DF5QLL CM 00 C) 1 N �n Lo 1 rrC 00 v, O = 0 ■ • O O N Z W �.� = O i " p C Mo^ d V) CL J Ln � L1.. ~aaro 00 z z W9.0 J qqr N N O N 0 N O O 06 co � ao O O o r- r- N O O O O O O O N N N CV N N N O O o0 N A r- 4 �- O 6 O O CV CD O C)O 0 N 0 0 0 0 0 0 r- N M V LO CO r` >00 0 0 �c U w Z Z g a W z W cY) z g F_ OO T"'I C S � LAST PLOT DATE Dec. 15, 22 z -4-0 0 J Z Z -ZO owvn U�� 0-� 00 LU LU m Z z W ZX a�w LDzz �<0 0 z z w J 0 OU COVER SHEET A7 S3 a o ELEV - IF 0'-3 1/2" 12 30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 6' X 3' • 6 MIL VISQUEEN VAPOR BARRIER 5'-0" I 5'-2" 3'-2" 3'-4" 3'-4" I(6-411 4'-8" MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR 2'4" I A • BORACARE TREATED LUMBER IS AN I I ALTERNATIVE TERMITE PROTECTION TO HB SOIL POISONING (TYP) O ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I v I B I ❑ IB ❑ - 0 o � I ❑ I _ I �Q T N ❑ - Cn 7'-3" 11'-7" 1 V-2" CJ LAV I — SINK — — — — — — — — — — — — — — — — — — — — — — — — — — — P. ih 4 I___ ____ �I o--- --- — M I II o Oo 6 II ❑ o I II w 5'-3 1/2" 5 15'-3 3/8" 0O U') o D CC Q I \� D S3 ❑ °° r ----- - II I� M Eli - 13 1'-8" ' II O - (V N I N CV O w IILi- I 1110 II II I ❑ o +{ ELEV. 8 f t— CJ — Ll ao -- IMF ------ El i;I II r- CC 9 i 9'-10 7/8" 10'-8" I D iv li I __ CJ �_ CDElA� iiI 13--------- — --- 0o N II I ElFJ� I ❑ 0 Ck El El ❑ ❑ ❑❑ NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKE'r. ALL CELLS TO BE FILLED SOLID W/ GROUT. A I ❑ SEl I ih C 3 _5„ 3'_1"3 HB ❑ I o 00 I 7'-4" I 1'-10" 16'-0" 1'-10" 8'-8" 10" 21'-4" 10" I 30'-0" rk/ELEV (-) 3 1/2" _ " tA7 -a0 FOUNDATION PLAN - ELEVATION B 1 /411 = 1 '-0" Ln 0 0 v 0 v O CV 0 v� J S6 0 v 0 v v NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 44 ICE MAKER LINE 50 SINK - KITCHEN 6O REF 7O WASHER 80 W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. ® MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and appkti for compliance with the 2020 FBC 7t by Debra Anne Klahr PX2300 N N O N Ln LO 00 ¢ z WC W 0 z W L �O C, U 0 D co V) r M /A��, E . C M C: W o _O _0 U a) a �N O ^ izN C n1 W` C 00 7 TA V v a I� W w Dui vi Wpm W�H a'�J 0:~zo z U.000 x (�' Q Q U Ir J�O�a: JO Dp0O ZLLLLsZ2go�¢Q pW��OZQwOO�ppZ= U 0 0 U' 0 Z (n rn Uj Lzu LU V5 a M :' � _j¢¢OW¢2ZWZ2Wc�Ona. —UW02U LL ¢~pW g ¢ OQ 0 =O D¢Zg¢ ¢ LL a O NO Ow = > O ro O Q J LL F--; a a rol Z Z LU �� 110 J N O N 0 N O O 00 M CO 00 00 0 0 0 O N O N O N O O N O O N O N N O N N O r- 00 M 00 0 0 0 0 N 0 0 0 N�� i r- o N 0 eM 0 It 0 to 0 Cp 0 ti L CO Z Z owcn ro O� _�o ~Wo wg �-� z ZW~a ~ QIY J 2co0 �zW Q 0 ZW T� �ZZ 2 0��W O Z �--� = Q z F O • .�c Z g U a. 0U 0 F- m Z Al z LU LU Uj M � LAST PLOT DATE Dec. 15, 22 Z 0 — J FOUNDATION PLAN B I 11 NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" LINE OF ROOF ABOVE 9 A7 CONC. PAD 00 3 1/2" SH 35 0 1'-0" 1'-0" H B '� H D AT 7'-4" `14 i 5068 SGD i i 00 FAMILY ROOM DINING ROOM "' 17'-11" X 13'-3" 12 -0 X 911 -5 8'-8" CLG 8'-8" CLG 7 5/8" 4'-8" 3'-8" 5'-11" 4" 6'-9" 3'-1" 1'-11" 2'-4 3/4" 7 5/8" i 2X4 KNEE Q 6" PLUMBING WALL, TOP N STACK WALL AT 34 1/2" i PET iv n s TILE REF LO o c ° xo _ KITCHEN _ 14'-1" X 9'-6" IDW I 8'-8" CLG SINK W/ DISPOSAL 3 � w A7 2 NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 30'-0" TOP AT 18'-0" a_ 09 2'-10 3/4" I 27'-1 1/4" �-ED Q SH 25 UKHIIV LINE OF OOF HD AT 7'-3" I SHWR HD BE OW EGRESS & VALVE N i Ej�4�)l R&S DP " I I I o w h, 668 OWNER'S BATH 2668 Ln U �_ 5'-4" 5'- 7/8" N I 6 A7 FLR I OWNER'S SUITE o 0 LINE 14'-7" X 12'-8" N TB 8'-0" CLG W.I.C.m B Q Q U) I� S6 WATER < Cl) iv I CL SET S & R _ co N N N— (2) 2068 BF R& S N o Q 2068 J N v HOOD/ RANG 1 S6 CO M •°. PANTRY N coo N 4)) 16" c o v v w �PDWR R 0- U' 8'-8" CLG iv 4" INSULATED W/H i 20 MIN FIRE BRIG WALL PROTECTIVE p _ — — — RATED DOOR BOLLARD W/ WEATHER STRIP S3 LO LINE OF — AS3 N FLOOR — ABV 4" INSULATED BRIG WALL 42" H. - LOW 11 - CC SLOPED WALL 3 9------ TWO CAR GARAGE ti 8 20'-1" X 20'-0" A3 36" HIGH7 CONT. ------ RAILING FOYER 6 ----- p 5 ------ S3 RPET 4 TILE ------ OF GARAGE IN _ _ _ _ _ _ _LINE 1 2 i 3 OPEN POST ON N I I � I I H 1/234\ 3 /2" H AT 7 -4 c I M T MP.GLAS M 2'-9" 16070 ---------� __ ENTRY -7 8'-8" X 4'-4" i LINE OF STRUCTURE ABOVE T 4" 2'-8" 16-0" 2'-8" 21'-4" TT 30'-0" mzo w� TIE BM AT 8'-8" mao w HQ 9 A7 FIRST FLOOR PLAN - ELEVATION B N � LOFT 14'-7" X 9'-1" L 8'-0" CLG AHU Q A/C RETURN S4 UNDER DOOR j ih N � � I (] 1 `Y6V, 9 = 4� M 4'-11 5/8" 3'-8" A3 4'-10" 1'-2" 2'-11" 11" 3'-4" W/S AT A 60" AFF 6" DN _ F 22"x36" UTILITY D 2868 ATTIC FRAME N LOW 15 6 WALL � ACCESS — — — WALL WALL 14 --- 0 P: w' 13 8 A7 U Q 42" H ---- ~ SLOPED 1 W DRYER U N LOW_ WALL 11 0 VENT 2668 10 HANSEN ----- BOX 2668 ----- R & S 3-- A3 7 Ll 166) 8 BELOW ---- (22068 BF N 36" H. 6 ao CONT 5 ---- CO 1 T'RAILING �4 12"SH N 4 0 112i I3 00 l i in BEDROOM #4 9'-10" X 9'-11" M 8'-0" CLG S6 Co SH 1 f2 34 TYP. HD AT T-3" 8" FRAM BEDROOM #2 10'-11" X 10'-0" 8'-0" CLG - 1' m NtiU) W ow 2'-10 1/2" 1, 2'-10 3/8" V-3 1/2" 4` WALL BATH #2 A7 TB_TP,_ II R&S (2) 2068 BF BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG B WALL' / \ -- -- / 1 FRAME HD AT 7'-2" SH 25\ WALL EGRESS EGRESS 4'-4" 4'-4" 5'-2 3/4" 10'-8 1/2" 5'-4 3/4" 21'-4" 30'-0" (17 SECOND FLOOR PLAN - ELEVATION B ' 1 /411 _ 11-011 / 1 /411 _ 11-011 v 0 N J S6 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 RIND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" C M U NON -BEARING 2X4 STUD W/ 1/2" GYP. BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE ❑A 16 AT 7 9/16" 16 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 25 a23 Virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 1 -33.9 N O ILD LO ram: • 1 l , I >N �� �y :� ` cC ' W W 0 z Q 0 o > W L NO � H 00 c') } V) V �_ d M E O 2 g.� O L8 m Q i LU iZ N o EM 02 a 4 W W ow vd w0H �H xg-, WYZW z w W Q U Lu0 �¢O¢�¢LLVe ?ax-jZXLLOZ200�_ O O nWW*0z'tR00°mZz Oa�v�ww�NLL�¢Ox� U)0Z a�wO�FMZ�W�2VOQ ,e II ¢ OQ O�¢LL LL 0 O O OW to = ,>V)Q O � N a � Zn LL z ~ a a � } < < co Z V I— Z W Jo dam' N N 0 (V 0 N 0 O 00 M CO0000000- e— r e— 04 O N O N O N O O N O O N O N N O N C6 N C6 O ' — e— 00 O H M O 00 4 o 0 6 0 c6 0 O O N o CD c 0 N� o 0 0 0 0 0 L M () z z z O vV �o w wv� O� Q Q Ha=� Z Z(LM I—mpz J z LU J 5.MZ W z z 00 W Og2z O 2 00 Va-zU) Z 1--1 Q O • - Z U U � 0 O M� W � z A2 z J LU M o V_ LAST PLOT DATE Dec. 15, 22 Z O 1ST & 2ND FLOOR j PLAN B STAIR SECTION 1 /2" = 1'-0„ SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" 1" NOSING rn RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM "-2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD 1� STRAP EACH SIDE) CENT �� D W/ (13) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN r- T/WALL W O Z W W NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. � WALL SPLICE DETAIL N.T.S. MAR 2 5 2023 VR/vssist, Inc. Plans Review completed and approved for compliance with the 2026 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 1-1-1 7 7I` 'a. e��': 4LO a aLC+ s� s O LO tf q b� W - fly ST d O 0 NWN I.L Q Z a ^N 4) W L J N I_ L'0o O W L OD n /• M W E 'o t 2 _ p O LL N Q � w°^ 4t Q A W :a Q W W W /n W Q Wes¢ i�� � Yip z rWV ('� LL Q �02JaOa�aLLU00-j0 <0x-j x�QZzQnH�~ H O O Cfw'rgOZOWO0mZ= U �Ur a�N W W HULL�a0W-j a. U)0Z a''WOLU<5 WZoWU°a °oQ o 0 oQZgga �aLL a O O N Ow � O ro O Q (n Lr) J LL LU � a U 00 z 3 ~ W Jo 1.0 J N O N r O 1 N O O CO M cOaoao000r r r r CV O N O N O N O O N O N O N O N M N O r O r op O N O O r O O O O O O r O r N O O C 0 N�O � N O M O d' O Ln O CO O ti r I 1 Cr 000 Z Z O oWv, LU O� � () ono 3 a -0 0 LLI CL � -0 z zLLJ X g =m=z �zW Q 0 � 2zW Z Z OO W NO_52z LU O Q W ULz z Z T--1' �QO Z U a OU o m z A3Z a Z W J W M o LAST PLOT DATE Dec. 15, 22 z 0 — i DETAILS V L: i i JV -V FRAMED BUILDER 26'-0" BY 2'-0 3/4" to N 00 Lu O Ln U_ LL FT5 Frt r II F TB FG k 'A � Lk, — r— BEARING-- HEADER BELOW II II I II I; I —_ I I II II t iV _90 FT7 II INT. BEARING WALL F77 SEO ON TOP OF FT3A II LINE OF FLOOR IL_______ ABOVE I r------- II II II J II Q I ' Z w I I tb II II z I CJJ C 0 BEARING WALL LL - FT2G /L—WME 4=4 i 4" CANTILEVER 2X8 LEDGER FASTENED TO EACH STUD W/ (2) 1/4"X5" LAG SCREWS. FASTEN TRUSSES TO LEDGER USING SIMPSON LUS262 HANGERS 8'-8" N 1 5 M LO 0 v N SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1 '-011 8'-8" 21'-4" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1'-011 Total Truss Quantity = 93 I?�F�I? 1"0 LNG, PACK P01? CONN�C110N 0II II li 041 II 16 2'-0 FICA. 5' 5�OACK C0FMI?5�f PVC LING ANn 5FACIN6 CJ3 CJ1 r7mpl TO LNG, PACK POP CONN�C110N CJ5 M U 0 II i3OI 16 2' -0'' TYPICAI. 7' 5�TACK C0FMI?5�f �A��I.ING ANn 5FACIN6 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/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED, 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 i russ member design & connector plates NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 5 H��L- 4-1/16" 12 0 PLU0 CU1" 2X MAR 2 5 2f23 Virtual Review sls , Mans Review completed and compliance with the 2020 FB Edition by Debra Anne Klahr 30ti HANGER CHART 4 �, = HUS 26 (SIMPSON) i a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) = HHUS46 (SIMPSON) abeled Fnd Mark ATTENTION I DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1/2 I I� 2/3 to 1/2 _ I Ta line t span approx. Ta line span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 8 11 % • ' 00101 1 DESCRIPTION INIT. DATE BASE LOAD JMD 07/01/15 LC7,EXTENDED FT3AADD FT7 JRH 10/21/16 LC9 JTH 12l1/17 E CHANGED HANGER TO SIMPSON RDP 03/0818 REV. FLOOR BRG. JRH 3/4/2020 REV. FLOOR SPLICING JRH 8/6/2020 UPDATED FOR LCA SHM 1/15/2071ENTRY TRUSSES INTO LEDGER JTH 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2/ 1871E ALT DESC: OTC LOT BLOCK DESIGNER PAGE JMD DATE 07 01 2015 LAN# SCALE .N319839R 1 4" "=1' -�0 N N N t }{P L0 a 00 Q.i r i•. - y Z w 0 z a nV) N LO ry— E L 0 D W cM � 2 4— } 09 u - Ln W 0 u o oM oQ Z •N w 6 n1 GaCg W C W �y /LU� LU ui tri W 0 I— W H~ ��� YZX Z O_ LLU O Q O O� w LL V Q Q V F- Q J V% J =) 0 ZLL620089ZQQ 0u) , UZo�oomZ � LIJ LU C1� O Z _3OaOzYOZzLLOWQ a. a0WO�HF- 2Wa2<�Q O� s 0 Ei Z9 O N OW = O O P-4 O O Q J 2: ( N Q LU QLq Ce 00 Z H Z W Jo 110 J N O N t O t N O 0 00 M co0o0oa0CD N 00 N N 0 N 0 N 0 N 0 CV 0 N A N O O 6 O Ob O N T-- 0 co 4 0 r' 0 6 0 6 0 O T-- O T-- N 0 0 0 1 N� � 0 N 0 co 0 101 0 LO 0 O 0 ti L0 1 CT, CO Z z o U OWW 52; O O Q Lobo a 0 -0 Oa=Q z Z LU g = Lu m Z =Owz (DzW Q �MZXD_zz 00 °adz O 00 rn z Z Q0 � • • v 5 g U 00a. m o: Z A4 Z W LLI M o � LAST PLOT DATE Dec. 15, 22 z Q 2ND FLOOR ROOF j FRAMING PLAN B ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 1� 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 61 L ' /4' — — ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 9-011 4 =1 6" 1" 4„ 111 ... o co 0 00 EPS iv FOAM iv BRACKET DETAIL 8 5" 1" 311 111 _„ ����� cV iV o o 00 EPS iC FOAM BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" • 12 T.O.M. METAL DRIP EDGE (S) A23 2X4 FASCIA , ALUMINIUM • 2'-0" WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 4 = - PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED CV 0 0 0 Io 0 8" 1'-0" 1 01 LEDGER DETAIL 11 1-011 3/411= 1 ELEV AT 18'-0" T.O.P. 3/4" STUCCO ---� ON FRAME CASING BEAD W/ —� WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF CASING BEAD W/ — WEEP HOLES OVER FLASHING 12 51 WEEP SCREED r r ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1'-011 SHINGLE ROOF CONTROL JOINTS, CONTROL JOINTS r FA .B 71 CASING •WEEP HOLES�ll ,�IINl�lllll�lll�llmr. _ .,�INII■IIImi11ml1Nirlll�irlli�t.. .i�l�l�lll�/INII�IIII�IIIII�lllmlllmh.. .��III[f1■111�I■N1H■IIImH1�1�111111�111/I�Illmlll�l�.. ELEV AT r .� Il�lllmlll��l NI��1���111� �Nl�mlllmmOVER FLASHING 11 oill�lrlll��illn�lll��i. _Ad 1�111r1I1 111201 nr�I�nr�l�ur/I�nr�lO�1�lO�nrO�lO�10�1�nr�1�l.ql���r... T. • P. - - ■--- 2ND FLOOR F�� 10 ' . CONTROL T.O.M.A/C UNIT - - ai■In■■■nl■inan ---- - AND •b •. ELEV AT 0'-0" � � _Lll 1 /811 = 1'-091 7/8" STUCC ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2'4" ELEV AT 8'-8" _ T.O.M. 12'-4" CONTROL JOINT — ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE rD RIGHT ELEVATION B 1 /811 = 1'-011 7/8" STUCCO—,", ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. - A/C UNIT 2'_0 AND PAD ELEV AT 0'-0" _ 1 ST FLOOR FF 9, 12 51, 18'-0" 11 12'-0" z I- w CONTROL N = JOINT 12 WEEP A/C UNIT SCREED 20 AND PAD � ®� 12'-0" M CONTROL JOINT LEFT ELEVATION B 1 /8„ = 1'-011 GRADE LINE 13'-8" 12'4" z= �O w CONTROL JOINT _ WEEP SCREED ti 5/8" STUCCO ON CMU 5/8" STUCCO ON CMU CASING BEAD V WEEP HOLES OVER FLASHIN( 7/8" STUCCO ON FRAME 6" X 1 "THK CEMENT PLASTER BAND 16" X 1 "THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU Ito12 n 1 11 1 ROOF PLAN B 118 - 1 -0 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 MY) 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) MAR 2 5 2023 Virtual Review Assist, Inc. Pans Review completed and approved for compliance with the 2020 F8C 7th Editi n by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (11150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 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 SO. 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= 'AKE VENTILATION ' LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ, IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N 0 Q LO o LO s:_ Q Z W I.0 z Q V) N L E - W L.•= o 0 M - d M 00 - N 1'i �2 N V d CAM 4 t M :) O r� 5 M: g CO, Q S 'N w QN N N 0) o:` 00 _ a WW/� LLI �LLj (j WQH w8g Q'2� LY§~z, z LL V0O x V Q F Q=-J003:W J0 OWE 0Z0X0 Zz¢U CY U) 0 Z _j a.0zYazzLL0Wo a ¢~W�WH�-Wzap2v�Q Y z Q OQ 0 O= OQQLL LL LL 0 O N Ow (A=O � O O O n Q � J Ln ((n LL F- d d ,M-.z i < < 00Z�F— Z W zo N N O N 0 N O O 06 M (00000o00� r— e— T-- N O N O'O N N O N O N O N O N O N O O O — O — CO O A M O 4-, 0 00 d) & O O O N o O 0 NLoI i O N O M O 14 O L6 o (D 0 r- Cr 00 � Z Z W° 4_0w ou) Uj u 0 O Q Vo;o Q Oa=¢ Z ZW ~~ =moz r„ �z�w 0 2 Z m1--� Z Z 2 00 Ova->-� O Z �Z 2<z �c U g CL Oo co Z Z Z w J W M LAST PLOT DATE Dec. 15, 22 Z■ EXTERIOR ELEVATIONS & ROOF PLAN B _�. A/C DISCONNECT WP GFI ELEC METER LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /411 = 1'-011 SECOND FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDA14CE 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. MAR 2 5 2023 VR^ Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH--E- 4 1/2" DOOR JAMB DUPLEX 19 OUTLET c0 TRIM o 10 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE sw STRUCTURED WIRE OUTLET SWITCH AT 36" -� 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER ---o DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR 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 MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT UFT 24 :u6 24" VANITY LIGHTING 6;-u-u 36 ;;;;a 36" VANITY LIGHTING b­­48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT 9 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW 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" CEILING RETURN AIR A/C REGISTER TO THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N W - NtO E L %0 0 n ti N co di E` � �s� u O 110 < �N U w I?N c W LM o E2 5 C3 CO (/)i Uj LU (D LU aui vi WO~ w H~ WSJ � Y Z W z it -i09 C0O?�m')LLL)OL JO Q Q U �. DOXO zLLLLOz2���¢Q CYWm�OZLU OWOOmmzzU Z LL Q<<0W zwzO Ow �HV 0 �oa ¢ 0Q o O ozgLL¢ LL ¢ LL p O O cV Ow � = O �O O O z Q J LL LU Lq Z Z W Jo ko N O N r O N O o co M cocr,a0000r- r r r N O N O) O N O N O O N O O N O N N O N N O r r OO O r M CD O c 14 o 11 0 � 0 � o O r O r N o O N Lo Z 0 °' i r r 0 N 00 M d 0 V7 0 CD 0 1" M (f) Z z o w vV �_o�o v) W O� Z ZW a= ~ = co Z = � Z LLJ Q 0 < 2 Z W TL a Z Z DO w IM�t Q Og2Z UWzz O w` Z Z �QO U U a 00 W o` Z Z z w J LU 0 In N T-- LAST PLOT DATE > Dec. 15, 22 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN B O CM 0 M 9 CV 0 60 I 1 1/2" FILLER 1 KITCHEN 1 /2 — 11-011 . '010 x , WE STRIP LIGHTS - co 30" HIGH MIRROR iv ih 4" q BACKSPLASH--�' 60 2'-6" 2'-6" 1" FILLER 1" FILLER 5 �VV211NER'S�BATH - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. Y 2ND FLOOR FF \ ELEV AT 8'-8" T.O.M. CV M 12 5F rva��u 00 5'-2" 1 1/2" FILLER 3'-0" 1'-9" 2" FILLER 1 1/2" FILLER CV 5'-2" 1 1/2" FILLER 3'-0" 1'-9" 2" FILLER 1 1/2" FILLER CV N i� 9 M 1co bo co 50 CV 0 M ,,�SHWR HD VALVE LINEN CLOSET 3'-3" 4'-11" 4 1/2" OWNER'S BATH 1 /2" = 1'-0" OWNER'S LOFT SUITE \ \ SEE SHEET ST \ FOR STAIR DETA LIVING KITCHEN PWDR 1 ROOM BATH 00 I I SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" ,7: PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF / / / 3'-3" 1'-9" SKEWED 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" CV O , CM 0 M HOLLYWOD °O STRIP LIGHTS SHWR HD---,,. WALL 30" HIGH MIRROR - 0 4" VALVE C''::]:\ c BACKSPLASH r SPIGOT 3'-0" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" 1'-6" I. 2'-6 1/2" L 2'-9 7/8" o OPEN TO 4 DINING ROOM � A'. DW / / \ \ o M 2'-0" 3'-0" 2'-0" 2" END PANEL ( : 3 KITCHENISLAND 1/ 2 — 1 -01 O M WIRE SHELF io D "HANSEN" BOX 220 VOLT ~ EE WI ------ ----D� 14 1/2" X 16" DRYER VENT RECESS M I I I 1 I I I I I I I I I I I I u I I I I 8 �1/2 LT— 1 -0 Y 4 EN �� KITCH11 2 — 1 -0 2X4 WALL TOP AT 34 1/2" MAR VR/\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ul > W i `� � U t� cp ti N f' OC, oo u a V/. M W L O o 2 S p �8 9 Q s Uao •^N^`` Y W QN 0O �� 7W V L m a �LLl xW H0U LLI (D w QQ U�zw =�cLLZW�Oi QS<Og6,LL (fi�z F- CY ISLZ0mZZ j05LLu¢Q �IX U p_ LLJ awQ oU)0 WV �u� ¢p a ,DaZ a iLL Q OQ 0 LL Q LL ■ O N OW � = O g ��-+�t `M CD Q J Ln � V aCe Z 00 F— Z W Jo J N N O N O i N O O O T_ � OO � 00 � O N O Np O Np •— O N O N O N O O N N N O N A O O O cV coO O C CDs0 O O Q N�� i r- o N 0 I 6i 00 41 Li 0 O 1 0 ti LO . 0 00 (f) Z z owv� O4_0 �o�o 0WuJ LO-0 Z z w F— Q �Q g =m0z �z�W Q Lu z x rl aZz w 1� Q Og�z U`D IL Lu O Z zz a o LL Z U U a 0 0 00 z Z w W M o LAST PLOT DATE Dec. 15, 22 Z 0 B - INTERIOR J ELEVATION STRUCTURAL NOTES 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 E SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW SU USE. SSU PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE O S I S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY W:TH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET 7620 MM OR MORE ABOVE GRADE A ROOF WALKING 3-EXCEPTIONS, ( ) SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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-1-13 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 15132" EXP 1 OR 7/16" STRUCTURAL 1U.N.O. ,UNO 4.4.3. . . 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON E4.CH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed 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 - C ncrete ove o and mortar along the foundation perimeter must be removed be ore extenor�so, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 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 3/". 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. MAR 2 3 Virtual Review Assist, Inc. 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Q O"J oa m Z SNO Z Z J Uj co V1_ LAST PLOT DATE Dec. 15, 22 Z4-1 0 STRUCTURAL ,J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1"t2" LONG (314"-1" CROWN) WALL SHEATHING STAPLES (q) 6" O.C. VERT BETWEEN I I n t rl I 1 -` 16GAx1-1t2" LONG (314"-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES (4) 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER_ 0 O 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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 a' w J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + t + + + + + + + + + + + + + t + + + + + + + + ++++tttto++++ttt+t+++++++ + + + t + + + + + + + jp + + t t t + t t + + + + + + + t + + t + + + + t + + + + + + + + + + + + + + + + + + + + _0" (TYP.) + + + + + + 9�F + + + + // + + + t + + + + + + \. . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ t++t+++t+ t r 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + fi # 1� FILL CELLS STD. 900 HOOK BOND BEAM �I W 1 a ..,' 0 • 7 ENELME ap TI . • ' v 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 # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" 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 wl Inds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. 1 T 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 Boise Joist Blocking tlse 3" 110d1 nails at 6" o-c- Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D LO (see table below) 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6�� ,1 z" ROUND HOLE MAY 6�� 6,� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Yz" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16"" joist Span (ft) 8 V-0" V-1 " 1'-2" 1'-2" V-3"' V-3` 1'-7" 1'-11 " 2'-4" T-9" T-2" 3'_7" 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" 2'-11" T-7" 4'-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 1'-2" l'-2" T-0" T-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2" V-3" 2'-5" T-7" 4'-9" 5'-10" 7'_2" 8'-4" 9'-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. %" 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. N.T.S. JC Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI6000s BC16500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® -1 3-16d 14" 5-16d 5-16d 16" 6-16d 6•16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS T R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)—III—IIII I I Nail with 10-10d nails. -III—III—I --1, — Install tight to top flange. SLEEVE THRU STEM J SEE PLAN FOR °. a . • FOUNDATION INFO ° STEM FOUNDATION �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 n Joist " depth11 I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION � a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d: a I=III=, i t—III= •. I I, 110 i -III— I I —III- 1 I SEE FND. PLN. SIZE & REINF. le PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I to Z • • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF d ,a I I —III —III; -III; III —I a a ° _WIII—III- I=1 11= ° —I 10 � -I I I SEE FND. PLN. SIZE & REINF. N N 0 N a ®4 ay- - -yyuyyi N w ` Y, 2 O .�. A .Lu o Z Q o 0 Ch,... ti "' ChM N V n-0- 0 M 2 O E 0 U_ m Q •N v V UJ QIN C s` o E a L1J �LLIw♦ Ld w wwQ O�� W QYz W Z QD-�rnO��r�¢LLUO� JO P< Q C) Q F- �(yX ZLLLLOZ20ai.- O z90 OofOOmOZ U 00 U) Z CbU,aa>`nnwWLuV5W ¢LL <dX_5 LL wp�U�Q ��OiH�Zi OQ O DYz QF_ LL LL 0 0 N _OW Ln Z) N � � O C:)Qc~n J L^n, Ln b Q Q 00 Z 3:I— W W _Jo l� N N O N O N O O 00 M maoa0000� � �: 0 N 0 CV 0 ' N 0 N O 0 N 0 N 0 N A CA N CA O ' O T­ T­ ob O N T-- O V 0 0 O 0 CA O O O C4 O O O N Lo i N CM 0 0 to 0 CC) 0 ti LO nt Cr Z Z wvM ov� LU O 0 Q i-0�6- _0LO Oa=Q Z m � �m0Z Z J of � � T"I a Z Z CO LU O J 2 Z 00 U �ZW ■ ■ T Z '4 =a0 0Z U CL OU o W CC z Z Z J W M o V1_ LAST PLOT DATE Dec. 15, 22 ; z O STRUCTURAL J DETAILS 1 it 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 11 •� (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED '. ° °. A PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION I a _ (2020)-RESIDENTIAL =� I I—I—W. I —I °' D . I o'—� — I —I-- 9 � J..L—�J..LJ. I r I PRE ENGINEERED WOOD I �TffTff TIT r, ° • _ - TRUSS @ 24" O.C. U.N.O. LI TII Tff 1TI—I I I-1LT 11TT� HURRICANE ANCHOR @ EACH T - �IIIi III i i I I IIi� r TT� 12 TRUSS (SEE UPLIFT SCHED.) W/ 8f' - (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 OIL SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH J `'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SP1 "SIMILAR AT FOUNDATION ONLY" - IMPSON TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN 5/8"x 10" "J" BOLT @ 24" O.C. W/ w ( )/ 10 10d NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 2411I2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 24"OC x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 F OR FIBERMESH WWF OR FIBERMESH A. @ .) WW HMEN S d v e "' °.p a ° :° d ELEV.-0'-3 1/2" z 3 1/2" MIN. 3 1/2" MIN. v...d.. .'° °.. e'v d Q e ' d 2x4 CONT. °• ° °• A.F.F. O A ILL ° .d e v O Z C =�— —T 1/2"(min.) 4" Z -I '3 1/2"(min.)- 4" e v: ° Q ° . ° CV p ° I III —I Ir _ p D p r d i I °... ° Q , e.00° •. — —III—II Ir GARAGE DEPTH VARIES °' ° d.A ° -�Tf tII — Lff ZI IL lll :e ° .. ,e •� � 4. 4 � TIIIIIITIIT TII- i (2) #5 CONT. 4" V-4" 8" GARAGE SLAB AT STEP rB"'� U.N.O. MIN. TYPICAL BEARING WALL (c STEP (aD SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING s\�oSE°o STRENGTH CEILING 12" NO. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens' . BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ON �O\)s �o �N 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT ° INTERVALS NOT EXCEEDING SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) CEILING & 8" O.C. WALLS FILLED SOLID VV/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "o " 11 " " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL 10d NAILS PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON °� 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ "SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) STD. 90-HOOK SEE DETAIL - SPACED EVENLY FIBERMESH 2X PT PLATE zo" MIN. LAP [24"MIN. LAP] SPACE ANCHOR ^ ( ) w/ 10 10d NAILS #5 REINFORCING ( ) i., 1 WEEP SCREED INSTALLED BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 `� 2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR W o p 1x2 PT WD FURRING @ 24" O.C._/ ' GRADE �, to ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° 1 #VERT. IN FILL CELLS • z �, 0. FINISH GRADE °° 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a -III-III-III m p D I I —III -III —I 11; () 5 MONO OR STEMWALL - - - -0. [ ]IT-- 1/2" GYPSUM WALLBOARD ° U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;-"'-1I1 - - _ IC w ' I=1 � I=I � I I I —I �• 11 I I I=I � I=I � I=I W t l l-1 I I III— —' FOR LOCATIONS) FOR CLARITY D e R - °O 6 MIL VAPOR BARRIER l D e. ° lli�Jl - °r° R 1 7/8" `n ' - -° - - - 00 3 1/2"(min.) - —III—I I-1 I' =III t I I I I I I=1 I I-1 I I-1 I I I I I —I I I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 1x4 P.T. BASE NAILER 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 11 •� (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED '. ° °. A PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION I a _ (2020)-RESIDENTIAL =� I I—I—W. I —I °' D . I o'—� — I —I-- 9 � J..L—�J..LJ. I r I PRE ENGINEERED WOOD I �TffTff TIT r, ° • _ - TRUSS @ 24" O.C. U.N.O. LI TII Tff 1TI—I I I-1LT 11TT� HURRICANE ANCHOR @ EACH T - �IIIi III i i I I IIi� r TT� 12 TRUSS (SEE UPLIFT SCHED.) W/ 8f' - (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 OIL SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH J `'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SP1 "SIMILAR AT FOUNDATION ONLY" - IMPSON TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN 5/8"x 10" "J" BOLT @ 24" O.C. W/ w ( )/ 10 10d NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 2411I2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 24"OC x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 F OR FIBERMESH WWF OR FIBERMESH A. @ .) WW HMEN S d v e "' °.p a ° :° d ELEV.-0'-3 1/2" z 3 1/2" MIN. 3 1/2" MIN. v...d.. .'° °.. e'v d Q e ' d 2x4 CONT. °• ° °• A.F.F. O A ILL ° .d e v O Z C =�— —T 1/2"(min.) 4" Z -I '3 1/2"(min.)- 4" e v: ° Q ° . ° CV p ° I III —I Ir _ p D p r d i I °... ° Q , e.00° •. — —III—II Ir GARAGE DEPTH VARIES °' ° d.A ° -�Tf tII — Lff ZI IL lll :e ° .. ,e •� � 4. 4 � TIIIIIITIIT TII- i (2) #5 CONT. 4" V-4" 8" GARAGE SLAB AT STEP rB"'� U.N.O. MIN. TYPICAL BEARING WALL (c STEP (aD SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING s\�oSE°o STRENGTH CEILING 12" NO. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens' . BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ON �O\)s �o �N 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT ° INTERVALS NOT EXCEEDING SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) CEILING & 8" O.C. WALLS FILLED SOLID VV/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "o " 11 " " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL 10d NAILS PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON °� 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ "SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) STD. 90-HOOK SEE DETAIL - SPACED EVENLY FIBERMESH 2X PT PLATE zo" MIN. LAP [24"MIN. LAP] SPACE ANCHOR ^ ( ) w/ 10 10d NAILS #5 REINFORCING ( ) i., 1 WEEP SCREED INSTALLED BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 `� 2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR W o p 1x2 PT WD FURRING @ 24" O.C._/ ' GRADE �, to ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° 1 #VERT. IN FILL CELLS • z �, 0. FINISH GRADE °° 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a -III-III-III m p D I I —III -III —I 11; () 5 MONO OR STEMWALL - - - -0. [ ]IT-- 1/2" GYPSUM WALLBOARD ° U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;-"'-1I1 - - _ IC w ' I=1 � I=I � I I I —I �• 11 I I I=I � I=I � I=I W t l l-1 I I III— —' FOR LOCATIONS) FOR CLARITY D e R - °O 6 MIL VAPOR BARRIER l D e. ° lli�Jl - °r° R 1 7/8" `n ' - -° - - - 00 3 1/2"(min.) - —III—I I-1 I' =III t I I I I I I=1 I I-1 I I-1 I I I I I —I I I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE cV r� =IIII ° to ° L Z 00 M o 00 6 MIL VAPOR""E�u BARRIER II ; to It. 4 II D• • — r COMP. SOIL. ° (COMPACTED TO 95% — 1 �T — I — I I 11— 1 I— I -fT NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z ��t C7 Z, . . 4. ... — J 4" 00 1 r _ 1Tf _= SEE A/S3 OR J/S6 _ i Ui 1 IIT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° —I I— g. DD D —III— _ • ll� �'�1 #5 REINFORCING BAR R.S 1=IIL�-1 11=1 I I I—IIm=III 1 I I II-1I 1I 11= Z - �• #5 LAP SPLICE - 36"MIN. LAP [36" MIN. LAP] ON 3" CHAINOTE: (2) #5 coNT *FOR BEARING WALL COMP. SOIL. (COMPACTED TO ' 'I (TYP.)95% MODIFIED PROCTOR ASTM 101,W/UPLIFT ONLY — I I- I I—� � = J�I� r D1557) 'I_fT �I � ITI I�� � �I � � 111�T�— 1 —1 1 —III 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK ;,III.... .. �1� - #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° " 'v GRADE v _ U TTi � F I -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N M —I � 411 I j ao _ _ r SEE A/S3 OR J/S6 IT rrII •, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q INTERIOR a ° a" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m . C — M 6 MIL VAPOR BARRIER = : : '! =ITr T — I �T�= 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �l,� ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR e T& LAYOUT DESIGN OP OF BEAM ° ° ..I 1=1 - ° III III III; Nv SEE ROOF PLAN c e 1 1- r %- (2) HTS20 FOR STRUCTURAL r _- - I I 1=1 1=1 1=�1 I IJ , ` ) N I ea IIII E BEAM SIZE & . a I CONNECTION INFO I I —III- 111� 2x4 #2 SYP P.T. FRAMING w/�I' —_--_—_= MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ���" g' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W it SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j W SEE PLAN FOR STRUCTURAL SLAB INFORMATION o w w U) COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 a SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN 8" MASONRY WALL CONT. FOOTING STEEL - EXTEND FILL CELLS TO FOUNDATION PAD _ MAT REINFORCING. `!' ' M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N �* WWF OR FIBERMESH ; ° A. �l All cl"i C, n � w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS c7LU I w o a Cf)w o o LL � GRADE4- = _ _ _ ° a =1 I° ° °• I=1 I I=1 I=t' —I I -I I I -I I=1 I -I I v III=1I I I I1=III=III- Z =III=1 ! ° a = _ _' - z a ; - - — . FOOTING -11 I III —III —I f �f=—ITI— I =Tf=1 I_I U I-1 BEYOND PAD REINFORCEMENT ' -III-III-i-' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_ MAR 2 5 2023 \rR/\ Virtual Review Assist. Inc. Plans Review completed and approved +3r compliance with the 2020 FBC 7th Editi by Debra Anne Klahr PX2300 • CV O N ' r a r LO 0000 Ln Li LU r J W .c 0 > 0 W L � U a q `T o� N V -0�- d ° E_ u Op } •E O LL 8 C Q •N Lu _N c O i o E� m a _0 11) (/W) W (7 W °� vi w0F WE -a xM_j Ix Q zw z �LL000J0 Q• Q Q U Q�—_jV)0 ,cn09z,0, OOm°zQQ � � O U) O0 Z d0CL a>zYQ ZLL0 Q�W°���-gwo 0 a �°Q oQ o 0 oQ a O O N 0� Ln � r, O -,�kDO 0 `M O r MN cn Ln a _j Ln LL �cCaLLn � a CL ro 4 Q Q 00 Z � � Z W Jo lD N N O N 0 1 N 0 0 06 — r- r N N N N 0 N o;0 N CV 0 N 0 N 0 N 0 N CA N d) O ' O — O -- Gp O CV T-- A 0 00 4 0 0 C) 0 CA CD O O A 0 C) o N Lo > O N O cM 0 4 0 L6 0 CD 0 ti Cr M � Z Z o vV 0_oro Ld twin O ~ wa �W�a Lr)� 7~ Z ZQ� I.-� Q �moZ ('Zw Q �2Z TI Z LL ( IM) C LU �M OIL -3CZ } W O LU w Cn z U Z T-1 1QO �c Z U g O"a O m Z Q Z Z J Uj M o V1_ LAST PLOT DATE Dec. 15, 22 4_0 Q STRUCTURAL J DETAILS —MONO 12 _�':(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION tili FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID 11 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 SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. 12 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. Wi (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POIN*** EVERY OTH ,'�I STUD TW/ (3) Od NAILS CRICKET AS REQUIRED II / SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 1r\UPLIFT 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE EARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF 1 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA, TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■. 1 STD. • f HCOK1! OPENINGSIII■■ GREATER• • PLAN) _ .. .. ■■ 1!i! iiil ■mill �lill IIII� ■��11 lii�■ �IIlIOPENINGIIII� ■mill lil■■ �IIII I!!I� ■�I�� MEN �IIII Illl� NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR ---------TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ..' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL .: . • SCALE: N.T.S. 4 SEE PLAN FOR FOOTING BOTTOM OF MOUNTINE POURED CONCRETE BASE FOR G B DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" q i i I 1 11 1 SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENING DOOR OPENING EXTERIOR 2 ❑ ❑ WALL ❑ ❑ ❑ ❑F0 ❑ 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ ­' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -i VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET ,, 1, W/MOUNTING ANGLE fOP 3 iARAG E 1OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' 1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '--(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA() 1 STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (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) 0/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. OO SIMPSON HTT4 TYP. OaO �R �N�NC U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER, SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 0 IN KO BLOCK AT EA. STUD \\_:MAIN SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48,, SPLICE STAGGERED • MAN. ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7bP 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. SQ F= 2240 LBS �7 SIMPSON n 2X P.T. PLATE SIMPSON SP4 —i 011ViraU114 ar4 3P2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST co TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 MI a 4 2X8 P.T. BOTTOM P TE SIMPSON C SP2 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U v? a 2x TOP PLATE V2_16d NAILS @ 24' O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 S P4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 `NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 4 4 a d a 4. a 2X8 P.T. BOTTOM PLATE 5/8"x10 J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565#SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" �OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. i & NUT ROOF TRUSS ABOVE 2X BLOCKING O C -(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. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW TS @ 24" O.C. MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 R 2-5.2vt V '�/\ Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th by Oebra Anne Mahr PX2300 N N 0 N 10 e � , < � '.c•; � � Vie,,. r- O w 0 W C) CV)U on m N ChM •F •� M �f_ t O u § 0 L 6 Q �N O ^ 2* V w aA N oE0 CL �� W (� W w wLUQ L J W2�Z� Q U Q i- ¢�2 J�p��LLVOU.JO �dX ZIX 0Z20001.- U W9O OxOOmOZ U 0 0 cy Z �LUa jinww�in�x¢p�5 a~< Mi 65Z�w62v CL LL 0X o 0 0¢ ¢ < ��LL N O cV OW _ F-- In � I� cn Q L " ro C:)o Ln J L N �( W Q Ln tj QV<0o ~ Z W Jo d N N O CV 0 1 CV O O W M c000aoNNN � � e- N N O N O N O N O N N N O N A O N O O O O T.- Ob O N V­ O 00 4 0 0 0 6 0 O O N 0 O p NLo > O N O M O I `i O L(i O CO O N. N Cr M Z Z o aWfn vV LU LLI O� O Q � o�o 0 a. Oa=Q -� Z ZLU~~ t� =co0z z 3 LU Q Of !-� Z T'A Z Z LL M W 0 2 Z O z ,-•l Q 0 • Z U O 0 m z Z Z w J W M o � LAST PLOT DATE Dec. 15, 22 Z 0 STRUCTURAL J DETAILS SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 45°t 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM `• SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING7ATTACHED END 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" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 — DOUBLE TOP PLATE / 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 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) 1Odx1 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 OF O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24'+ 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP " SEE STRUCTURAL CHORD FLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 002"x4" 1/ " CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) • BOTT. CHORD FOR 4 10d & (2) 10d TOE • TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� 3 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF () () () () 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 O/C FOR THE HE 2 16 () d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF • 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 15 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARIG LOCATION I COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj,-� SCALE: N.T.S. S5 12" SH SCHEDULE kTTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z W \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - 3'-0" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. W °C CORNER JACK , 0 Y a Q W z 0 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 "L" 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 "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 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 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 SCALE:NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION \/'RA MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th Edi 'on by Debra Anne Klahr PX2300 N N 0 N LO N • 0 00 u, `$ �r. r O 0 Q% > O � E _W ` i so o U no��c ti N .0. cM P N -0 OoD 0 M O U Q uwp Q� �aM_ s` 0 �2 WoesLLW j M o~ zu XJ xZ 2 Q CY � QQ OO? OO ZC ocnOoZo2oomZz cnWajiWWWc5x0 WnW�0aW ¢D a. p oQ =O �QZQQQ a. �aLL O CD N O� O 0 `M 0 Q (n M LLn ((� LL Q LLJ Q Lq C } Z U Z 3j W Jo kO J: N N 0 N 11 O N 0 0 C6 M (D 00 '00 0 N 0 0 04 O N O CV O ' N O CV O N O N O (V N O O O •T., 0 T.- 00 O (NI r co 0 4 0 0 O 0 d) O O r O �- N 0 O p ' .y N °' i e- 00 N : M 0 4 O Ln O C0 O I�- 41 Cr 00 (f� Z Z o vV �o�a owU) LU CD 0 Q 1­—O Q a Oa=Q Z ZW�� �Q g F- moz Z J M 5. � Z W TI a Z Z ILL 00 W0 �ag� O �z ' o �c Z U g a OV O Q z z W "z J W M o V1— LAST PLOT DATE Dec. 15, 22 Z Q 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 LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED Z_ 77 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX, SHINGLE ROOF SHINGLE R00= INSULATION-15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C 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 w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL � NAILED PER NAILING SCHEDULE SEE DETAIL C/56 SHEATHING JOINT m FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o i W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 'L = INSULATION PER 112" 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 5 1000 B 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 �QER 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' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL Cl) Q LL Er 1x WD FURRING @ 24" O.C. a BASEBOARD M MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c_ . a FIN M _ TTT I _ - 6X6 W1.4xW1.4 — e WWF OR FIBERMESH I III _ ° : - �" r STD. 90 HOOK (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) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR �TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE o0 —I _ _ (3) # 5 REBAR ON 3"CHAIR 1 ... STD. 90 HOOK T' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD--"- 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS _O0 SEE FRAMING WEEP SCREED o z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- " " 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"= V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP SYSTEM y SIMPSON MSTAM36 MASONRY WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1/2"=1'4' "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION CIS3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 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 A x 6 W1.4 x W1.4 WWF OR FIBERMESH 6I a ° d. °°. d°. . 4 ' ��IjT'''j- '11�I 71 Ir II < KA•d' ° • e • ,d ' ' ' LLt—I 111, rl I I—I� JmLI ICI I Imp ICI (3) #5 CONT. ON Ir ' 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. W w _ y B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF LU NOT FULL HEIGHT SHEET- coC Z 'G1 FLOOR SYST M (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE F F SHEATHING w = SOLID 2x C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X ILLU C x IL w x E LU LU 2x STUDSLU BEYOND. N SEE PLAN O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I ri r IArinki ni,.nnARA 3/8" SPAT S 3/4' SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" 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 VERTIM ROCIUNG SECTION X-X SFF V N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN a Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U. = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL wUj U 0 ¢ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J y Q 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q x P 0 0 A F O- w 2 Z © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL K N w O MEMBER IF GABLE END 00 u' U LL NOTE: WALL SHEATHING INSTALL. C . SG & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE o�TtciQj FLOOR TRUSS / FM,I,_O, � REAM SEE PLAN FOR REQUIRED ---- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL " 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9' (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 WI 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. - APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS 2500 PSI CONCRETE MIN. AT EA. STUD SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. d d Ne ° 00 Cl' -III=III=III=I I d ° FINISH GRADE - �—III—� I I d e ° a a I I _I I o Z —III I —III 4 _, -1III�IIIIIIII e III; ' I III=1 I I=I I I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V MAR Z 5 20Z3 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. 6 Virtual Review Assist. Inc. Plans Review completed and appro e for compliance with the 2020 FBC 7th E i ' I by Debra Anne Klahr PX2300 11 i t N N O N a • Sy°t 0 O U) 4 a.'ydfIx Ln �?F, y Q - ' LLl _ 4, 0 W Z Q Cn a) LO - E V > � U 0 M C ti Cq N V .. « M = C C0 } B _0 O iz� •� 0 LL g N Q LU6� < C) N n, W L 0 � � 7V a ^ 11 - LUWF-Q J oLLUp xmJWQzH- Y w =) U coo�McnL0000 L ogZ,o"'OOmZz Zo Q�z HQQ ~U (A Z<RW0 00ZzW - W65 a.Ja]ZYC3 0 a. ¢0 62Q �¢Z�0W Q 0 u- I— U_ O O N QW V r11% O `M O Q (~ M Ln W W Q Ln CSC 0- ,--I t Q Q O Z H Z W JCD l0 J N N O CV r- O N 0 O 00 M c � — — 04 N oor N N N O N O N O N O O N O N O CN O N O N CA O — O — C)0 O N e- C; O 00 4 O 1 O O O O O r- O r CV 0 O 0 E2 N �' > r- r- C) N C)O , Ch It O LC) O CO O 11- v M (f� Z Z o vV LU owCn UJ C)c,o�o O Q H03a Oa=Q z =Cn=Z Z 3 W Q ZW Z Z CO LU OVa�W >_0 0�0 �Z Z T__4 Q 0 • �Ic Z U V g a O m Q Z Z z J W M o V1_ LAST PLOT DATE Dec. 15, 22 z Q STRUCTURAL J DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ( DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. ix4 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL ix8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED 12" 0 C @ 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 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" 1x4 O.C. & 4" FROM EACH VEXTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK NARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 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 R" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK 2'-011 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 114" MIN. r1/4" MAX EMBEDMENT INTO BLOCK HEADER it SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VER 1'. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 2'-0" 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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 EQUAL 4' MAX. RAD. C PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK 0 ±5^ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"X21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I 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, LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' ;.:-' " :':>?•:. REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: 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 DPY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0° F.F. D Imlll- rrr ° GRADE D. p M ° z ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 00, SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S 1 IKIAr%rCDTA01 C IKICTAI I TIMI FILLED CELL INSTALLATION / H SCALE: N.T.S. SEE ARCH PLAN AND PRE ENG TRUSS DESIGN SEE NO FE 1 BELOW 01 + l � ALUM 1 - FC• BRG WALL TYPE 1 ALUW' PER PLAN —I—� ,, 1 3141% " 7E: SSNhF a:HANNEI, — ---.-` �T. TCIA (i:NOTE 2BE FASTENED PER I __ L_ CON � L __6.,T l _ T VENTED OR ", : � � :::•; - CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TO BLOCKING W! 2-12d NAILS ("') CHORD EVERY OTHER TRU W3-12d NAILS. TYP_ ('") 1. G.C.i BUILDER TO VERIFY°PROVIDE SOFFIT MATERIAL SPAN CAPACI + _ _ - ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL I'.--- LISTED IN THE DESIGN CRITERIA ON SHEET SN_ i 2 1`014 SOFFIT AT iACHMENT AT WALL (PER ALPHA ALUM. INC FL# 165• ' - PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W.' T NAIL .OS7" DIX @ 24" O.C. 0 5,16" MIN EMBEDMENT WOOD w! (3)16 GA- &14"014" CROWN STAPLES @r, 24" MAX. C.C. 1'1 - PATTERN ,SUB FASCIA wt 16 GA 3,.4"x1J4" CROWN STAPLE @ EACH GROOM =. SF�� STRUCTURAL SOFFIT SCALE: 3i4'� -1° O' {°" p FOR AtLUMINUM SOFFITS WI REV. T19.2: `2021 = 1' •4", INSTALL h1lC) SPAN 6L[)C -- THE SUFFIT FL PA INSTALLATICr. I, "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. OVFR/ygN TO TRUSS TOP CHORD + + (FNOTy PLYWOOD SHEATHING + + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP ... + EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT - 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" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP RC:AI F• 3/4 CCC QWCCT nO AKIn z 0 2 W 0 W 0 U) 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 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a e. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' OVERHAN � a e' " RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 11-011 51-011 FL #5 BAR p 10" ° P ° CENTERED W/ 6 IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN — •° °. ° ° AND SECTION DETAILS -� J I ° CLEAN FILL DIRT z ° STANDARD o 0 90' HOOK iv #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 ± 211) #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL /7\ ar.1C1 IAI r�npd Pl SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 In 4) > o 0 0 W L Nor0 c �O M 0 u d } D o u a :✓ ` � O B _�• O '� QQ Q •N Q� W QN• o E C m rz, C) co 0 0� W OLLHXx�z aH LU WLL1 W JaOZ LU �OLL UO�Jao�X 0z20HQ~�wa>zQZLLOZ0O�wO WMQa�0z_j¢OZ�Wz2WUOW iYD< a ILL 0W 2H9Q a OX o 0 0¢ H LL LID 0 00 Ln Q z LU M O 0 LU W 0 Q O C) OW L =) N ,> CD 0 `M C:)Q V M Ln U N Lu Q LO 11 M Q V Qco Z 3 ~ UjUj t. N N O N I O I N O O sb co CD CO 00 r N 0 0; 0 O O O O CN N;N N N N N O & O O 00 CV C; N O t-- T.- O V­ O 00 4 6 C) O O CV O O O O r 0 O ". 0 0 0 0 0 0 N � °' > —I N ai �t u•i co ti LO Z Z M � O vV owv� CD � 0 Q Q F_ 0a2Q Z Z �~� �m OZ (D z J Q 2 0-ZZLL 00 W I\ Og2W 00 U�Z� O Z � ~QO ry Z U �c g L) a 0 W � Q z Z z Uj LLI N >� LAST PLOT DATE Dec. 15, 22 Z Q STRUCTURAL _I DETAILS-RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � bra 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 0 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING YA H SECTION VIEW SCALE: " = 1'-0" VVMLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = V-0" E I. PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SECTIO 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x4 GLUED AND NAILED N D-D SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" N THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP -3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" 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/a' X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1 TOP OF STRINGER STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 — 2x4 PT UNDER 2x12 OR LSC EACH STRINGER SYP BEAM BEARING 2x8 IN WALL SYP GLUE AND NAILED TO FRAMI OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — G 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, F-1 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. N EWE L POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" 2X4 CUT ON - BEVEL GLUED AND NAILED T LVL GA F.F. DRYWALL JOINT (DRYWALL TO COVER JOISTS) /-2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) C NOTE: 2x8 DRYWALL STOP F SECTION VIEW, NOT SHOWN SCALE:' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SIMPSON (14) 10d x LA :L POST LET INTO 'LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = V-0" A 5 2023 VirtuReview Assist, Inc. Plans Review completed and approved fqr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 t N N O N to LO 000 P .. U*)ry to I4LQ ' ¢ U c, Z LU -•:sue w 0 Z Q W 'O o U �MwCn d 4- V) �O� ua V .r « th /�� 'C L �/ O 0 2 p $ Ogg Q 'V)^ jm w QN N k L 0o Cn TW CO c W W 0esL Wwg-z� = ¢ 0 �O�UOLLO J < !1QJZLLJ0Z��H�00 � 0F00m�Z QOz cQQ,Ly0 Z �zYOzpw�aU Z ~W_gwA W H LLa UQ LL Q� zO< 0 Qti O O N oW U')�N 14 0 Q C) `M O M Lf) W Q L 00 Z U Z Wo J l0 N N O N t O t N O O o6 O CV 0,0 N ; CV 0 CV 0 N 0 N 0 N CA CA r O O C10 CV C'M CIO 4 O , O CA O CA O O O CV O O p e CV�n ��OO000 � N1, CO d CC) 1 Cfl . r` Cr M (f� Z z O W ♦/`f (_) � fn Z) O f—O�a -0Oa=Q Z W � �co0Z �—• g z � w 5. < Z 0 T� Z Z CO W o 0�0 UOg�LU Z z � �Qo • Z U a OU O m Z S T Q Z z w J LLJ N LAST PLOT DATE >� Dec. 15, 22 z 0STAIR J DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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 APrROVED 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 1.0 SAFE HORIZONTAL LOAD - 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 4AW-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SF12-0B 8F16 OB SF20 OB 8F24-0B BF28-0B 8F32 08 8F12-18 8F16-1B BF20-IB 8F24-1B 8F28.1B 8F32.1B 2'-10" (34") PRECAST 2231 4605 6113 7547 8974 10394 11809 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3719 5163 6607 8054 9502 10951 306494605 6113 7547 8974 10394 11809 4'-O" (48") PRECAST 1960-2693 2561 2751 3820 4890 5961 7034 8107 14605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 1 2110 2931 3753 4576 5400 6224 2189 1 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 1 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 2117 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 11729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 18467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705 37 6390 41 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 4000 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 12805 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" (208") PRESTRESSED N.R. NR NR NR NR NR NR 300 548 950 1326 1609 1849 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR q1468 235 420 750 1037 1282 1515 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR 180 340 598 845 1114 1359 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 1 550 784 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 4awr-4I94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B BRF10-0B 8RF14-OB 8RF18-0B RF22.OB RF26-0B RF30.OB 8RF6-1B 8Rf10.1B 8RF14.1B 8RF18.1B 8RF22.1B BRF26-IB 8RF301B 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 1 3699 5206 1 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 5 -10„ (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 A 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 1 9448 7360 901 1825 3120 15048 7915 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 526 999 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,M.C. " ''"� ' SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-SO" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 13'-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 4^= P-4~ , 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 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 [8F16-1B/0T n o ,oc c c° o 8F16-1B/1T 8RF14-1B/0T 8F8-1B Q O O 4AST-4490M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T SF12IT 8F161T 8F201T 8F241T 8F2&iT 8F321T 8F8.2T 8F12-2T 8F16.2T 8F20.2T BF24.2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48"; PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 1 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1P-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 416 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 987 14 1052 14 1216 14 410 1 420 709 1050 1434 B 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 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 11 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461(10),545 1 629 1 137 221 354 508 681 1 86113 997 13 24'-0" (288") PRESTRESSED 124 1 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRf" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T BRF14-IT 8RF18-1T 8RF22-1T 8RF26-IT BRF30.1T 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26-2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 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 (151 2322 16 395 589 1135 1514 1893 2272 1 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 °a > G O ° °a 8" PRECAST LINTEL W/ (1� #5 HOR CONT c BAR & (2) COURSES OF 8' K.O. BLOCKS 0 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR L C.M.U. > G J = 0 Ce ° Lu Z W a #5 REBAR AT o Ce OF - a ° BOTTOM MIN. (1) oC < L3 o ^ REQ'D a Liw Ln 16 GAUGE POWERS CY STEEL BOXED r a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = C.M.U. ¢ f 00 z = GROUT 1--1 Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 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 J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O O UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-011 0 MAR 2 5 YO7-3 yReview view Assist. Inc. Plans mpleted and appro for cJmpliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N Co N 04 04 LO 00 LO tea' p Z Q (nn` > O o 0 _W L '= '0 U (M o d N V 7__ M A� 'E t H/ Z) 0 U p o ILS., N Q s Ud>'4 • N LLl p. N C N i o E� m a �y /uj u"' Ld w wF- Ir � w��zw Z O- LL O O O O O� W L.L V Q V Q �- F- Q J 0 W J < O X Z X o z m o c h Q~ acnx�OZOw00mz= U C) O � O0 Z ww .>inwww55xW<0x IL -�<-<W NLUwp2Uma OX 0 0 0¢e LL ¢ O F ¢ LL O 0 0 W Ul = O t�CDO O Ln Q J Ln CL V) LL a a Ln O Z Z W� C) lO J N N O N O N O O 00 M co T- ow00000� T- T- N N N N O M O M O O O O O O O A N O - Op O (V e- O 4 0 ' 0 & 0 0 O O N O O p (NU-) rn ` > r 0 N 0 M 0 d' 0 O 0 CD 0 I- M (� Z Z O vV W_oro � W fn O� 0)0 F-03a � M Z ZW~W r� =MOO-2 H Z V Z J a. �MZW 1� Q.ZZ 00 w IMF Og2z O Q w VU)ZZ IF-aO IL W Z T--I • � g C_)l U Oo m � Q Z Z z N LAST PLOT DATE > Oki We= z 0 STRUCTURAL DETAILS J AB REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L (1)#5U (1)#5L(2)#5U DETAILW DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-1Or' V-6" PRECAST 2 D4.5 WIRE (2) No.3 6140 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 7-8" 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 1 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1 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 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 101-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 1l'-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 1 525 525 337 525 14'-0" 12'4" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) N.R. 522 522 360 499 No.4 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No.4 174' 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No.5 N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 165 229 (2) No.5 N.R. 1219 22'-0" 204' PRESTRESSED (2) No. 3 + 203 203 155 215 E(2)7/16strrand strand +No. EN.R 24'-0" 22'-8" PRESTRESSED (2) No. 3 5164 164 124 179 N.R: NOT RECOMMENDED 11 U DETAIL "A" DETAIL " B " I �' j DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x11I 6-P-1 L/1U] I NOMINALWIDTHJ J ` QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITV REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)45L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL']' DET,AII-W&'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" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 1 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" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-U' 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 EI 74" 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 1 V-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" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 134" 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 14'4" 13'-4" PRESTRESSED 121 No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 154' 14'.0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1?_70 2 No. 1174'4" 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 +2 1035 1035 478 936 No. 20'-0" IS'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2) No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7/16 strand+ 720 720 366 716 (2 No. (2) 7116 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL"H" DETAIL IT' DETAIL"K" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH) Ij `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x12" 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) 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" 24" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4-2" 7-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'$" 34" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 1 1409 1409 1188 1267 91-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8x10-10 U] NOMINAL WIDTH] J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1)#5L (0)#5L (1)#5U (1)#5L (1)#5U (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 34' 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 44" 3'4 PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 64' 5'-2" PRECAST (2) D4.5 WIRE 2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 134' 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 1154'4" 14'-0" PRESTRESSED 12 1 No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No.4 17'4" 16'-0" PRESTRESSED 12 1 No. 3 (2) 7116 strand + 836 836 426 763 (2) No.4 1914" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No.5 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 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) 7116 strand +(2) 488 488 260 493 No.5 strand + (2) 7/16 str 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEV r QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 I LOWERUNTELCAVITY [8xl I6-P-1 L/l U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(I)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#51.1 DETAIL'N' DETAIL'L' &'M' 4'-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" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 1C000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' W-91 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 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 74" 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 V-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" 1l'-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. 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No.4 17'-4" 16'-0" PRESTRESSED 12 1 No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1084 1084 615 1095 No. 20'-0 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 677 501 966 No. 22'-0 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +(2 850 850 471 923 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 nCTATI "1111 nCTATI ""MI' nCTATI ""KI+" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH]J NOMINALHEIGHT `QUANTITY OF #5 UPPER LINTEL CA GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" 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 SOLD #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ DETAIL'DK' 3'-81, 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-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 O 2 No.3 O 364 7 913 3 7 835 17 8 3 4'-8" 34" 3-0" PRECAST 2 D4.5 WIRE () 2 No.3 () 2990 7025 638 2 638 2 5-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5-4" S_aT PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 74" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [I8x1j 6-P-1L/1IU] NOMINAL WIDTHJ `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TSOEE (PLACED IN FIELD) SCHEDULE) 2" 2'" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 50 7/32" STIRRUPS AT 4'-0" cc b N (TIED OR WELDED) n Ln BOTTOM BARS N SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE H 3000*-FIELD) (PLA(SEE TOP LEG BARS: SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc ND OR WELDED) TOM BARS SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 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 4'4' 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 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-19, 1 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" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 1 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" 10'4" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'4" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 2199 2199 1219 1846 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116strand + 1254 1254 702 1271 (2) No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1092 1092 614 1167 2) No. 5 20'-8" PRESTRESSED (2) No.3 (2) 7116strand + 1023 1023 576 1121 2) No. 5 - (2) 7116 strand + -r 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 i DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTE. CAVITY [8xl I6-P-1 L/1 U] NOMINALWIDTH] H LQUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'4' 24" 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 4'4' 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 6-8" 51-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 7-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 1 2158 936 1 2036 O O O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS PLF G O S( ) 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) LI (0) L SOLID #5 (1) U (1) L SOLID ##5(1 U(Ol LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'4" 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 4'4" 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" 54" 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 nCTATI +"n A++ nCTATI ++nc"" nrrnn +,nr"+ nCTATI 'Inn" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2411 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)UU(0)L'_ SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAII.'DQ' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" S-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" S-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 TYPE DESIGNATION `'�•• �';. `';• :� � r Op 15 BAR AT 1` SOJB �r(Tct S - � I LBWER LWIEL CMRY s ..., ,. • • .... a . •... • .... 6-P-IL/1U1 [I8x1I ..� ,.� ..� 1 BF �3 BAR AT �•" • ,' +.: •+••;' 17- LIv>�FL IId%t Imff LB(IEL CAVITY , DETAIL "DI " DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION P -'FLAB! LUREL/ r fAIAPRIT'r TF t3 BAR AT S - SSD LB,,. I LOWf:R LBlfe1. CAVITY [ 8x16-P-IL/IU] PA'pT A WM III L IPA AER LB17EL#5 RMYAT 010A H3W TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTRYOF#58AR AT S-SOLID LINTEL LOWER L114TELCAVRY [8x]16-P-1 L/1 U] NOMINAL WIDTH) 1J L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Virtual Review Assist, Inc. Plans Review cailt IRI �a m-Edld fnr compliance with �t e 0 diti( by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 811x8" PLAIN 81Ix8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7'4' Precast 403 1134 7'-8" Precast 392 11 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4' Precast 222 772 10'-6" Precast 156 600 Precast 132 651 12'-0" Precast 111 593 12'4" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 74" 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 N N CD r LO LO `4 v a - LO 00 Q f`q - '� u? ?^ Z Y• CW Oa4a a - LLI d' Z Q V) N L0 E -0o D _W L 04 S M o6 y M 0o o 5LLo m •.= N Cj LU n1 QN G 00 E W L W •9 a ^ CL: 0 o w vi LU H W J W - Z W LliW W Q x Z a°- JN03W(nLL00o Jo Q Q V =gip ZLLLL.OZ2��F QQ x�oZ02o0mZZ ° U)OZ LU H LL 0 ¢tea°LU V5 MWa20 LL < °°Q 0 0 0¢Z9¢ Q LL L- s a 0 0 N O LLJ \�\ = 0 0 I/-1 C) Ln 101- C G t) . N z I- z W zo N N O N 1 O I N O O C6 M CO CO CO C3 C:) O O O O O O O O N 1 O C:)i- 1 O 1 O r 1 o0 01 N M 1 co 0 � 0 O 0 O 0 O T O r- N O O0 1 .` N�C)O � � C,4,1 co C)0 I V I to 0 CO I 0 ti 100 (f� Z Z o �oro � W (n O� 0) � 1= OWTQ W LU Z ZLUPi- IT- g ~Uj m0z vF- W Z Q 0 Z W TI, CLZZ LLI ILL!00 IL O 2 0000 0 >- Z Z 1� QS � Z U CL 0CU 0 � W � Q Z z W -i UJ 04 co O T- LAST PLOT DATE Dec. 15, 22 z 0 J STRUCTURAL DETAILS HURR/CANE Mounting Brackets I''11°t Gauge 4-1 /2`x 4-1 2' x 2-12" See Anclxr 50hedule salts 112' Na, A32' ITYP-) Walchgrs ,/ Serf-LIxking huts Back Cross Support (,May ho (tit In WJ I - Right Bracket (, 6 Wu'y?) +fT • a145et6-tirol�»g �CCCVti'? hrC Unit Mull, it3ye fturflit rle!wac) Jii pica} 3 in front) Front Cross Support l f be I It to Irv) Left Bracket 06Wugel tvsrlfGsrlliny5crrw}Ttvu raillrets:t3 BankCrotsSLP00ftMto ArC Url Bottom Side (Typical: 3 c ach side for hurricane uw) '�lwtsta nui l.IPJ<ia CYnLrlLdusi%are llsmn'zc tl r.nit a'a.il lit<ratLarlrr-: Jr 8:r- ,=te d Ra1.ed Seal Dinn"n aw a&a6ir upea mqua.t ,-W fee WA AWYI Florida Department of Business & Professional Regulation FW 1 sit Building Codes and Standards rsl ivlm1 Product Approval Application DeW 5391 _Inafty of 2" > ftf Im Yttaifa t1109a6r" Sahara anUMMA Lkm Mallad Of YAW" ktmlWtd Fee Ammval tlggfovw so& AdMRMidr 2020 small Vie Aroduas 1. Mend Gwhom MermaI NrrlrolrE Lecaa154rtrn PE 12MOM20 12MI11 0 IV26"20 A6'prond Carogoi 8budure cor"onlcma 077)441a634d PE - TN 13J4)3061600 a&cldAVrY*. WCMas4s hModutedats Precis of hNgQ,lernld4>7M.com New TedV,olOgy Cwrpwanee II.&.& E..euabon Rees+ it-. Florida Reaaarod Ar4hl14c1 era Harried Florida Froren"I Engheer lumML208o ao barges lialladailLateratlldlt29biUa= Aoolomtut Uee Aacro»d For On show 9utitu t c"ka, Fibir-lx / smadvent Moder 91S46S10 Dual F.-*- F7meandvaMraborrveA 1201,3023 Yes Ye Yea PTA a10 0a•100 2 See ervonl Model 11 .5,1 Duel Funeeal Flood e.nd Yendeaea Vant 12*14023 Yee Yee NIA •1001-t00 "00 &inn yard Maral1F1640520 enn+. d Ftcod Ve t 12J311ird23 Yas Yas NrA •106 4 9raa✓er4 M0041115465^a 1 Molted Flood Vent 12/31f2a23 Yes Yat WA •100i 100 5 9rlanVanl Mode, a1540-524 Mtq,d; Garage 13- Flow Vmf 12t .'023 Yes Yet NrA NIA 6 greari eetl Mears#1541 Wood Wall lnallited Flood Vent Iznlr1023 Yes Yea 41A .r00F,00 r arearV+1M Modela154P574 14SLgld OM96 Door Flood Verse IM1."023 Y. Yet NA WA Florida Deportment of Business & Professional Regulation Pegs, re 1 Building Codes and Standards 1n4RrT21 Product Approval Application Detall 2016 Fimly at t RO to 2 T= xroalo Ir LOL coaled FowwwAlum Vild.-lea som ag WAa- AOM=d gWn Reavon 2020 Drone Mata4 Inc. Jason a l m Zachary R Pawl Locke, 60h,0em P E. oatal2o2a 0MWM20 CaI2002020 1 W Y2d20 Appror od CaNg": Riding 15oz, 3"'.1 St PE-T4021 (334 1 306 1 WO a oca.o4rr Metal Rodano pIr-laQde.ra t,am cgrpaarco Math: Ewlustkn Raw Sam 9 Pldrtaa Ralrlaartd Mchbd 4Yi Lie Wd R4604 Ptdatt5me rnodwil f LtlnereAe Fmod id, A m"ItoForLitre AmniziedFortrsn rxd&1 Remit a!4! Rodte ,Made. wlnMr or wee. Frodud Deserluaon :gmad amrYba Dab g0fKr6t91.111111MM 14991et Eau" i 1 Drerel Mean RooMg Syltwns Doc 103N5, DMO /50$5. DM6 tr56, DMC 21 12/31R025 Yea No WA +0 ia0 DA 5V sFsns I)It:S Vewslan Maautagtarer Relmlcrl Z020 Tllerrrre-Tru CaporaYon CategpV: Exmrar Coae Sub at"Or,r. Sweets Evdenor Door Assernbees compaaewa MlwreoC Evarusoom Repair from e Florida Regleaered Archaeet or a Licensed Florida Prdmaimal Engineer FLIZM46.R6 Producla Florida Department of Business & Professional Regulation Building Codes and Standards Proi&tt Approval Application Detail Contact Engineer a licence violated ey Stow ,lasperial tyndo:rlF Sipmad', PE Ryan King PE l'. '), w-T828 PIE-4MM (813) 767.6M a)YSp'eredrypillGnl}air^]. C-9 m vase 2 of 4 lr.^5=2 - Daft Pentllna � Val -dated itillid FHCA Myra AaoroWd 5b"IF 001S?L121 `IMII2020 041`2=11 061101 4pp,med Sde f product Medal- Mumbat at Mime t1M AaaroVedforuea w111= Anproymjgt StM Oltt,lIM111 2 rM Emm 1 a Themti-Tim FiCer-CYadc arid SnoUh -Star Nonal 6&9W,8 &7uotl rr Ioactdquot Opaque Nominal 121310022 No Yea Yes tNA Compost. Edge IF, herglos 9rg1e Door (lnswrltrWOuk`ft X dmlagurouon) 2 b. Therma-Tru FICer.C.LTwc and Srnocth-Star NOMI 611,039,11 &quor,I , mpactL41A Opaque f 2n't2ft27 No Y4rs ties NIA Conrposta Edge Flbvglaw Sriae Door vwth Sdel mr(a) (Ettariingt vdna: XO OXW 0)(0 confgu-bond 3 c. Therma.Tru Fiber•Claaalc and Smmuh>Srar Nominal 138,1111 &quctl rrpact3gwt Opaque 12139YX%'.2 NO Year Vie rVA C.omVoste Edge Fiberglass Cbuble Door Seth or v4Ctout Sidelars piwaiaglOrtbeiar , )0c or OXXC? r_ WeUTalionsj 4 d. ThemI&I Fibenl-brvc and Seno'th-Star Nommad S&M,,0 Apuotl nlpactAquot Opaque 12/31F2t522 Nor Yes Yoe WA Composite Eros F. berglass Srloe Down (InsWrtgriOulevhg; X mnhaura9on) 5 e. ThermruTnu FbM.Cpsart and Smocar-Star Norwai Bm o dquotir paclAquot, Opaque 12J3l= "I Yes Yas WA Comperte Edge Flowgiass Srlgle Dryw with Sidel mete) (t-n oDua3 ng. XO OX a OXO ceahguraeons) $ f. rNorrna-Tru Fber-Classic and Smooth-Snat Nomnal N",,o Ipuor,In yeas ugC,', Opaque 12131t2i71: No Year Yes NItA Lomposte F_d�e F bargiaus rb�w Licar sues or mahcnot SAD*" (uM.tsngnot teenag; XXre OXXO con6guralana) 7 q. Th9mm-7r. Frhlet-C;I ac arse Srticeth-Star Nominal 5&1 8quotl rrpsc'%quort: rGlased 1'.,",T1 rX27, No Yes "Yes N7A Compote Edge Fibargla al Sr-gle Door pnawrgxiiuAwng X mmhgumbon) 6 n Trur n Tru Feben.Closest and S oom-Star Nammel 680398 Wortl mpaet&quot Glazed 12r3l,'I No Year Yes MA Composite Edge Fbonlasl Srrgle Door Vnth Sdelre(s) On oa rrstNAswno: XCi OXcr OXo confriurwWnsl g i Therms-Tru Fiber-Clasarc and Smcdth-Scar Nominal 611601 &quotl rrpac*wt {dazed 42/31=2 Nor Yes 'fw MA Composita Edge Fibergeass Double Door with or vuRhoult SideWa (Ir4tavlirgYOrAerrtlyry: X7( an Oxxo Canfguritbnaj 10 1- Therma-Tru FlgnCeas5lc And Smroom-attar Nominal 85aKiD,O dtIni actAquot Ghee 12t3lf20212 No Yea In NIA Composite Edge Fberglaas SNIe Door firl"ll louervarI X oonnyurabon) 11 k Therma-Tru Flber.Cfamc aria Nominal $ARMO &ryOM;I mrgMitAqup( Glazed 12731f No Yes Ye& N1A Campoete Edge F Denglasa 6t`gre DWI wen SdeirsLs3 tEnsninneO+tar w: XC OY a OX0 rofturortonsl 12 1 Therms -Tit, cfiber-Ckls tic and Stint _5631 Noinal 89f130;0 3:AjilIe pactAquot Gland 12t311I No Yes Yea NrA Composite Edge Fberglaser Double Dolts Ih or without SideAbrs (Irrawiny0vttereri )0(or OX(O configurations} f3 m ThenraTru FWer-Ciaw4c am Sneath-Star Nominal 88A!3g8 &guaSlmpaddgLot, Glazed Mdldad 12tail 22 ty, Yea Yes N/A Open Composite Edge Fil)" sea Single door p nsWrI00 Oraswrlg, X Welliguraurn) 14 n Trierrr4a-Tru FN:er-Chien and Smooch -Star Nominal 86f)398 A¢,uotlnpactrtquot Grazed Molded 12J310I )40 Yes Yes NIA Open Compoab Edge Fiberglass Single Door'rMm Glazed Molded Open Sideli (lnae4nni_WOutsvdrlg', XO, OX w OXO 4ontgutebona} 15 a. Themtra-Tru Ficer-Clasen and Srroorn-Star Nominal 611,03,8 kuat) npaMagcn[ Glazed Molded 12f31t r22 No Yes Yes r oA Open Composite Edgy Fibegladid, Double Door sift or Oathout Glazed Molded Open Sdeeles linwwmgt4u&wing, XXar OXXO conrfiguraborr s1 16 p Themna,Tru Fiber-( lams, and Smooth-%r Nom,rwl 980113e8 Agvot;l rrpanfillepot Opaque 121312625 No Yas Yea NIA Composite Edge F lA rows Stele Door with Molded open sidews) pnulanoroutamng. XO, OX or OXO confguratom) 17 q. Theme-TW Fiber -Classic and Smooih�9tar Nominal G&MA 1141 rrpsiodquot Opaque 12AV21 22 No Yes Yea WA Composite Edge FI bergiasa Double Door was or Mahout Glazed MI Open Sdehtes IlncwngR'iuF4sVFgg, X,x Gr OXXi7 conngufalrom) Florida Departrnent of Business & Professorial Regulatim Fare 1 di BuildingCodes and Standards Wm21 Product Approval Application Desalt Ina anr A taelauar d Lloeha4 vaiMwea fsg v. ffi FaC NIDrDIwI r�p�r[4� 4 R"son 2020 PGT lndushi- Jws R.--* MIamFDibde DICCO - CEP fAA++a-Dede 8C00-`dA.L 1111111a) 3 IsVAM20 1924r2020 ApprvrA Calreo .. euerla Doors 3,5-2590 6ubCdegaryc %dig €Maori Door A .nbl- Paaanngtpgaawsaea c Cempllart4w Method: CielNtaboa AMM or LAI om FLSM*31r#edMtr RAdMLAUALM AMEMMaIMnine Aoernwatar9111 N= 21110111 wmud rromr w ebMor «.n.Prdd obawlaban am KIRI txrrb NVNz 6ufeaot »Ltt g 9r3[,-SS70 (LaT. MsMle Impid) Vnyr aldhg Ole. Oaor 04/114=i Yes vas WA August 1 : PRODUCT APPROVAL SPECIFICATION SHEET ,�, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed belolI f they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1e EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/201422 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 sf 12/31/22` ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/311222 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332r5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2023 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31120"1 Wayne -Dalton Series 80001810018200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100:/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2102 r D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SiNGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60,0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 6/1712C127 Pella Corporation Pella 10 Series FL16603 +60.0/-60r0 psf 6/2212C23 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612C12.=1 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2C123 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2C3,' C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4130/2C2 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/202= Pella Corporation 10 Series Flange Fixed F L16280 N/A 5/25/203 -!I D. MULLION Mi Windows and Doors Series 5764 FL15353.2 N/A 12/31/23124' PGT Series 5500 FL261.1 N/A 5/26/2C2.5 E . OTHE R 3e PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2v3 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75,0 psf 12/311223 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2C_3 C. OTHE R a 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 hJIA 12/16/2..22 B. UNDERLrAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/2912Cl2'-3 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2w23 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12131/202-4 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97«5/-97.5 psf 12/10/2012 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/23125 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2 1125 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DNIC 5V FL17679.1 +0/-180 12/31/2-325 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2C22 All American Shutters & Glass Galvanized Steel Storm Panels FL17869r1 N/A 12/31/2C22 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tire see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/21321t MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2Y322 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3131/2C2_3 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, inc High Strength Concrete Lintels FL1774 N/A 5/25/2C2 The products listed below did not demonstrate product approval at plan review. l understand that at the time of inspection of these products, the following inform ation must t)e available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE vN. i.,'4r ,'S"'iW 'LIT J'"CI t agary �u.,awgcry • �omplrr.no ktrdd - ,.,�a 1 r Fl-m2:'at�,-P.3 Proa,ccc �^ Y t'rnd �r, Mnnel. `J,rr r'^•+'• •.ant. t••rrr'I:r , -'. •::: I':e�5.n , per •:-..; c >lr'eq' r_rar FYlrpitia -ye.pe rrr rl'if Iklanr5v14 G oftIS ial "Rep,11,11on Product Approval Application Detail I Y.." 0111. 1 Val -d SJ nr,1^.0 3,. Aw nwu a&c__d txt s -'rod -.• .fr•.r-�,,�r S,alIN ASrI. ran c;r Ac : or trawl F' i'af nr^ .tan' To,11odfp JS. iipnr'r _d far Use n'oaCr )"Slay r niv -.< L.7.,t¢ _^ -rVH.' Ne¢ s rt , �. , rest • _. .. ... r,L, ,.:, 1., l - , of ^: Vora I''dA .: L , rt i::" K nl G'r'r nil rl •;: r. r ➢ � - � �,r .,l,,;r .m. ,� ,.e1 �,id. xLr��m , l.a •r'[,Mrr, , 11 r«.s ,;,:Yur lit, Y, 1>1i!!r rrr M•.n `fr^r M1y; k rig e:,r,�.,r•. U.:, , ',north: (i r £ . uu ,r rr°'. a.e l r , 0r r. k i r .1 IraS VIr � ,r1•,r r, J I; YA,.u:: 4 r, r • t . o- IT, ;I , I P hrdot t Approval Ai:i *calkm Cwtail porn :,I .n �I �� -oi1,r � PoU .:: ", w�' E^- L'�fg,.Yr r, rv,.r V:wusrul t7r 1'-•" 3.1 "3.i1101 !M V.,r:. A1IR %114urI. wad_,�Ass,,: r7Y.a oY1gL roc. AL�14'±.,� �S+`f9 I >,ra'sx I nr"W'W OQI Ru11, 0K'.V-4 9Attl+;. 4tN R si,,n9 Pr13r✓:'rq .' 3S Tl 4 - F A. ,_-..:. I?':f7Pt4 Praiuct ApixoVa; Application Octal] I I F,. ,✓. I r-xr F, 1, -la'.e tl un'Mrn "e. I _ Warr- r,L L.!'\:c '1trg D,' vlid-40 Fm II i c".uu..-"?x631Lataxk 5aT{;l..gYMJ 1'r ^25a �:+ L'J:'bJ [114 Q''a II'- LIftl Pr J t pr [... I ZNJ a _" -. M-- k4YZ ?_ Ali #Y ra•hI It"i My Freiic4.'e i ='Ioridz U�p, rt'.nw. of Etu,ir _. 6 .,fc M1 II n3 Rngrdt tctr Fit r4f.)r wt.S:v r AA vdod'.. _.-. 1'traduct Approval Ap)ahr.VFrm Dead HE 25 5 2"1 �[(,��J[J -.. Y.Y_ -�JJ III V "A.,ri l 9I_ Ar kr2`u � Avon, FAA" ..- 1 �. ,. w:,"•'a-: .. __::: 'rpr.1 -: ::'.F.= :Yr '.� `.' :. -'. -C:C 'Y-,neJ rNC�rtd� Al3J 1rt0 �'1 Dt' :�- F y f 14r b A rh , tk _ } i Ile, c ,rb ,r, ya stlr:i' D.+ra r ;z �`}:. 1 y Y.`�ir' Wy o F,`g� Ja .e xa. -J .r., ..-_:y ,•'t'I .• air.;.. _ Rreview Assist anc• = QS Virtual roved and approved - - --- - ------------------ --- --- -------ans Review ramoleted Mvt, withe 2020lahr FBCPX2� � for compliance Debra Anne �hr,da1 or+r- r l Eu,;c-r,1a A 'd,^.;.o \r...res!dacrr Built ing C,:&s a%a Standards FI Appioual Apillic.alion Detail T '4-11 r i•�-4 J Y J� �., .. ,.. r . ,n•IR vre i3+.eh,:v'.. f1 .. rcr. -,:1 >L ;^l 6,4N. fh=Tit it )' lri.�iE- -T J 1 C; Sr" D•:.zl n r flue•. -,..« r ..'+ I I It, Y'e.in.rinc 'Je rdr"1lRr*rl r., r.n. w•aa a;p;.uvm ��';',r�:+'gird �..1�'y, I 1, 1r1'-r 1 PIT-, 'n(`yr�-_- 'I Die rIn I -VI, 2 r s R:ia- -:`✓-2 R,?tla"ar5 Fres-L 1 .w ., y,,. y��,� - 0 U 3 . -ice /1 ♦� � W -•F-a Q Q .L C= Q (3) �S Q LL Q _ r;; -0 F o U) Q E Z Z W J Cf)V/ 03 O CD� 0 0L L_ Lr- M 0 M w n Q W Z Z Q J SHEET NO, PA1.0� Florida Departritert of Business & Professional Regulation pirger0o'sl rionos Department of Business & Professional Req.,ladorn P.,p , a I Building Codes and Standards I n5r4 22 Building Codes and Standards VY421 Product Approval Application Datall Product Approval Application Detail DAM= 29ME go 2& I= Version maII Enoinaer & License Validated By Volkhftd SubroloW FIRM Asadraryar Approved sisks Sum 211 21LI kill Plead ME la-mon 2020 ThivnnivT-Ceirporali- ai jeaperso. Lynd- F Schmidt P E "m J King, P..- I M7r,'Ml owlermi 10113F2D21 12M 50!Z"- App-d MM Versim, MkdjfVLlvrff coaso applaor a Alibilli FBC Avowal approved taus Wrihirry. Earterior Dears (8n 843-7828 M-43409 3) -'l AftTW- Zi "rTn61th- jans R.-Ils viraml-nade l - CEP M&A-D.mri VAL 1 1mr-'r-V 11,105i2k27 SubCalliesorr. 6reinging Exterior Door Asserri alaii-personiMthermati Calrosperr Mind- (941)4*4jtu0 1706) 3t5.2%K Combillaw" Method; EnOislustion Report frorruis In W44 HVIng Pkinds Registered Architect or a Licensed FhxWa Compliance Method- C.Millc. Me. nO Uihu Pt ofell" ErVineeir FLOMAN FLIMMI-117 Predicts 0UalftVAWUnIrIce AnoroVadfortlM AfDM�edfbrUM Jul" Deakst; 40A ter cow Nam Number or Name 2A&b-&UMAM holia aludiellm Q2W3W-9A&A1WtJW Amosalad is Use; Os=Urld lar u" tremor ID bift QAA* b at" ton: sed" Product Model. Number or Name product Oncriodurn contract Expiration Date in AlvHZ asitirde HVHZ Rfthgard Pressure 2 SH5&W t;Oul Ift- P*41 vin'l sei R�g wr�d- 1. 14, Yes WO, I a 7hemw7ru Fiber-Massic and Smoom-Stal Nominal 5WOR8Coosluc 12f3I/2t7412 No ?es No NIA Composite Edge Fberg law Single Door In"rorou' rteam U: X configuration)) taninal 2 mn bL 7tea-Tru Fiber-Claseic and Smoo-m-Star 614M,6 Opai 1261f2022 No Yes No NIA r4mpoeft Ede* Fibi lass single Doof win Sidelike(s) { n%WnGlIoutirang, X0. Ox or QXCa -harmakeri.) 3 c Nommal6W39:9 8quorNom.irr"otilquot Cloaque, 12*1 r -=2 N,) Yes No NYA Fibergleas Composite Edge Double, Door vft or *91hout Sn"usai (Ir;*mrW0wWmnp: XX or QXXQ wrifitturatons) 4 d, 'Theravi-Tru litier-Clasan and Nounnail Claque *Mllf2022 rig Yes No NIA Composed Edge Fitierg Was Single Door 5 & 11ramna-Tw Fiber -Gass, anti No-WW 7&VWU &quot Nan-irrperct&quot Cpaquo 1213V2022 no Yes No WA Component Edge l wdi SideAWS) (Irawnglouts"'sli KO DX or 0*,- configurations) 8 1 Tineffnes-Tru Rter-Classes anc Smooth -saw No"'I'vel U#39 a cp3410 12j3V;O0.1? No Y" 1140 WA Florida Departroent of Busaness PrceFosslonal Regulation PA_. 1 Of, oornposee, i FIbergladid, Singe Door Build rig Cod" and Staunda rutsI Ti.t`2. &W�Asrrglrouawinll X 7 g, Tfiamrsi FdOw-Clusa*O; and Smooth -Star Nominal 6U";012*1=r NOW Y- No Nit Composite Edge Fbargleass Sing* Door 41h Product Approval Application DeUll Sodefile's) 0 ftswng,'Ovihommg. XO, OX , 0X13 8 111 lbarriverTru aIdSnxcm-5:w Novirrinsial 6403*:0 &quot;1Nori-ipao*8quct, Cpadve 124== No foa NO Nm FLAZ44W Gamitnoleft EdgO, F�b"Isxs �ubha DW vom or pat, P-di 21119 Val Salielfts llnqnvouarmrruj•, XX or OXX'! axarrgaratignsjmum slagilgill VN YAdMIS Umftd fpc ArdatiYA A02rWffA 293a it L Themnar,T ru Fiber -(, am sra-call riorrunal 6&M:e &qxa)tNoa-tmpatAq,& I-iii iir"202i No ya� NO uA Aftimaiii. _20 PGT IM1,soes JormiRavowsin "am, Daftucco- CER hilo-W-MCX) TA, 1 1 T r".%CWr' I 1111 r.10;0 'v--s Oomidos* Edge Fiberglass Single Door cagear WAd-- (76*s 315,2590 X donligirrar'001 gJaCariginep. FrOad 10 Tnrnma-Tnrl FIberCtimi Smrdih..Frar Nomnal Still -,Wtid 12r-1M;N! No Yes NO NIA Coati MObodt o.911.*b. U.* a 11161gi ors Corriposme: Edge F,borWass, Snips Door A Sdrfl,ki 0 rMi,*W0j1si �_ XQ OX rx OXO f1#2414W contiounitrons) 11 k Theme.-Tru Fib-Cl4assac ond 6moonm-ftr remnninal 6&039,6 Glazed 12BI1= Nb -yr's No N(A ADQUIVOKII.T. use trAmy tlow� Oorripivert, Edge Fiba gOvars il Door vial or ItIL! Product Ypdd. burritar or Wimer Product Draorteciin contract Exialral Date IrhW WI* H Resistant pmsmre Wthnnt SIOR146S xx Of ))LXQ 5 P41M.Lrg. Wavle lrnpsd Weir FTx'd OlArrdo. o"figurneflonst 12 L Tnamna-Trxi F,ps,,Ci*swac and 8nx&h-,Sta;- Nominal 78#39;0 &quctN*r-Impaa&cuo� Glazed 1241r= W, Yes, F40 NOA 0;mPuslits, Edge FiburgiWan Single, Door 13 m.. Thar-o-Tai FRO-Daerv-d S-.ih-Srsi, lk-nW 7813B4O GI-1 No Yes. III. OVA C,orriposri Edge Fborglassn, Single Door 'kitin Sidefte(s) 0nW'fflVAC%As+ 0:)G0' oxC90 0011419UNWit"g) 14 A 7hemnisrTrU and Nomsew Glued 12.`3102022 NO Yea Flo NIA Composite Edge Rinergilass, Singh Door (WAOIngtOutsviling: X 15 o Thaffra-Tm Finer-Cli And Norrinal WWI) lliquotKorTimparrilotirot, Gaited 11111100Z No Yet No NfA CoOmpoloillis Edge Fibaert;areis Single Door with 'k , - Florida Department of Business & Prafgissional Requirshon Bulging Codes and Stanclards Product Approval Application Detai c1dil cat Paul Date, 1411,11011 1191, Will, v� uldena )MdlitsLm Vm"od ressigirsaid facAmrava, Aamair i RC4$11. 2020 Ul WandmOv, o 0 Poors atwaninov Aftutfl� Attmiumnal Wt *rrh. pf� lWaU070 iwi 1G1IWz'-- caringlary Wi I ri 7, ladw' rk..�-,- A.� SUbOarnicap: Huiler-qlat Slide nr�ftrinw'arnka- Compliance Nedhod: C&Wnon Mark a Ledrit um=:M stringers, U&I E'llduct NOW, Runnow ar Nam Proo.1 Description I H!� 1* FIN.-4 Per" r- 73,921-kdoCa- QWIN AMEM Amoy" for ft k�t r ,­" r' C,Mfae salvation use In I�� 2ill tier OW"24 Na Y. Na - - Plarade Departiri of Business & lordessionai; Regulation F Budirling CAmJas arx! Sbarsdarris Product Approval Appitc Alton Detail ME121211 Sae Zugs i or 2" LWA D.C. pl,� Y-- NAMUZism 2=112L ca"Ill; A Wmt Yakdared0ir Vaud Idnimmil FBC A-val A,-k:-- 1 20-11 vi Wl--.Id DWI ae�t Duage Lt4 R Irnoo. 7t: ot,ren It rkkh, PE INOTIrr-02a I 0006rio-110 100W-Ii,123 1 nxi-Ulz C4.9oryt PE 821,14 Dk t , -V 4 IkkC.'amorryi Null - C-1plale Make EVVIUMIM MIMI VonI a P.W, R.O�Wrrd A-hma,t or. L�--d;lorida pr*fc�'�'W Engire- FLAIStSA45 Prodirtti, "ustall" waaaUX&M tgulml 2mag %reital WIN. 2'alLmanki ARKIRAIDE&II AGMAYHLWLM Imam "Willi,1 9111kWAL) ga wwa alllilftil= A'Aftlaa 1777024 ft. Yes Yet 0 HIM , rallim-W-0; - or cordigurab a) Florida Departrum of Business & Prollessronal Regulation i I V I Florida Doparorend of Business & Professional Requation 15 p "TheorrarTru Fibar-Classic and Smoctr-Star Narri 5&039 a aquorrlxuFlmpscl Gazed 12/5111XJ211 NO Yes NO NO" Fluileling Code-, and Staudarot> BurldoIg Codes and Standards Composda Edit; Fiberglass DCUble Door WOM of axtinout 80diehars PrivaringtOmeirw )Q( or GXX0 ProductAppirovid Application Detail Product Approval Application Detail 17 di 7hwrroTru NW-Ckmc and SITooti Nominal cloadve 12ni42CY2:z Ovo Yes No NOA Coenposlibli Edge rb"laer, Single Door with Transom CA contsparation) 10 r Thernvi Fiber -Classic and Sinnooth-Star Ncrnall 88#3a�8 i6quotlion-Irwripiecdcquor Opaque I =1rsm P40 Yes No NIA two DMA ll Nedna 9" 2" oft 2111 Composite Edge Fibeargswiss; Single Doo, wl Version SAM[UN&M n�fl contact LmLqUL44kmm Yddand In lag" iliuvusiagi Ori Arrairsag AtromOred XAM IyAh Ygoi r k-f-A- coated A, t— "idd- 6FOC Aterrarial Alllll=lr�, Fw'defita(si and T,anxo. ilroi �Q0,vmoq W01 Mx or 01OX0 -TYM %Ali- 2" James Kw,;4o Widiu; Proda;t* Inc Cnad Ularl. V. Aosmrw Taq J,* Southard P.E Ol rSIX-0 IV14'1�0�n oixko?�Nl Jg re" P�-P� Red- 2"M N,6 Thomp- trilinr &e1inidill't, E Ayr. I turqj� P C� 0215=1 oi-IS2021 n-W11071 i IQ a Therarwr-Tru Film -Class. and Opaque 12nlf= Na V05 Nb WIA caelesert " WWI emm W-00 PC-Slollz $51i XT-0,; Celegiart, Par, 'A W40I (33G)W7­389 P645409 t511 767-0555 cornpotate Edge Fibergar"Sarnese Do-oreath swcaroi sid's shad.dlarokselemaehmd SuLOCA'aum SmeA*s) Xc- OX - OXO rWVWCO MOMD.* FirakAxllm. depart it- a e.can C-rpll- Allob.. Rorr. ftr- Coni Head and SM crOrAgreabond newlift ReWslamd AreadaIt or I LIMIsal Froerls Prk. RM,1-dArhm1f m riw-d P-de 20 IIr Theiranx-Tru F1 W-Clonsw and Smisigib-Shar Shsairmol UX3P0 Cosque No I." No WA pmfts— Er"a-mor P'ninati-F E'g'- Comptreft Edge Fine rillisse $"* Dear "th "kWW's) onsvengliouarning W, OX a OXO EalIUCAllitalicita aggift cormna� Hood and SA Qam assima 8mlimmulk twitndl%�ft kAWA Rlotim for 21 UL Thernris-Tr. 19baw-COMissic and Smonth-She, Ntiminol 5&M,8 Glued 12191r=2 No No, WA Qdip Asseiramne Aoseave4torUse, Amm-d User &Rpm Composite Ed" Fitienilass; Slooe DO%um, 1"A PoOLKI Model! "W601' Orr Product Dirsorletty A"kial fl-r-wll ftom!50L-�- —HW It �"HVHE Regales! sim"Wg) AcT, L-.x or OXO I CTerariiiiah Lap Siting 111aff-marittap sidling Y- Y- WA NjAr t a, AWN Vw M L"�Id V%uOf 8"M No Continuous HW end Set oomfigIvations) 2 14"irloaxii Lap Seim 1b--t3ur.1di4 Isfoi-'2m Y� in 64 k! A 2 in T41,110 SIM VW or 5'fldvIrro 5am I 7r, 1 W12 ran Yes Na 22 T he -a Tru F ben -Cimw and SOnoollo-61mir Nornmelf $WW, 0 &qui* Nor 4 ancaviSquet. Glazed 12131f= No Y" t'lP rvA vw or l", I d 'AW 5'A 1 "al Yes No Oompseal Edge FIperalass Give Dow iseth vent - sdra vrnyr, GorIO 'An vie Na sionifte(a) V Mas"geousi X®r, OX a OXO UpA -%.W LIz-Aq-1F Snarl v- - snic �*ns Sam I or, 11-10, -1 W Y" N. 23 w Therm-Tru Fibier4lawsk and Smod"Jar Cormenuous Ham and Set vorrh9vabrins) Nomanal Mali OpOqunw, I M IT10r, No Yes 4G WA 9 1 tri.-�Wp- Spen"nAir S.W"L Vw - 54d,'vy 5--flin !ZIV2��Ur "r' Yet N. Comporeft Edge Fiberglass, Door irructs vAth Ytimsed Sidelkwet M XXXIOO XVXX conlitrundion') 14 x Theme-Tiv Fbet-Classic and Smooth -Star Nomue que maP $M*,D 9quorNor-loruOpaq 1241MOr No Y05 Na NIA XX )=rir)o00( configurations) 25 y Thammil-Tru F bw Zram-o "o Nominal 6811139;8 SqualFrior-Innsenot"Lolt, Gimsul! No Irm No ."A XX XOV W Xl= Florida Department of Business a Protessionw- Regulation F k-A I 11 Flatudo Department of Business & Professional Regulabon 20 z Ihern-oTm Fber-Crus�and' Smooth-$Irar Novrunol Glued No yes, NO NIA Building Codes and SUndards Building 0�Odcs ano Standards Composite Edge F,hi"uvs Door Parsels vAth vented SWW64 xOr xxx N xx" Product Approval Appfjcatlon Detail Product Approval Application Detail ""quirations) 27 za Therringi Fiber-OttsIec arryd Smruth-Sur Naringuil i BOLquot- Glued I2rAj2'r-1 No TM,m N� NiA Corripmric Edge Ficcrglaw E*Qc Dow al 1603aO (I Xl OX or GXO "figurallons) ll SE R& .DWO Date, ftmIll C krift 'x part Di"r oa# ann Part 28 zb Therma-Tru Fiber-Oasidic am Smooth -Star Nornmirl 68", 8 &quorNan ImpeclaqMt Grazed I W, V2022 No yes No NOA vers- jjwliaill�- !:0111mill, Elid-IMALk-ar YANAAW VA" sub-ud fac Aul-W A.--d Sir- TV- vWvrm' "nufacu"W 2014L 11�'.Oueg a Lj-o, Valaw By Validate AAM421i F Be JR0010" Allatell - Composite Edge lob elase 0"the Door vish R.'Wen o020 TAJAK0 "dia,; lr��ducts L1.-C Keen Uar H onerl Neranem Krnrzekh PE� 12M`4 ZDM 01.19"aw �0;1 -170AG I 7,T! V�V-- 4fL--,,) R-- 20115 Taronripson tn,� WQ Tmmp=r k0rm�,�tu-al Torny fta� Za"'Iary R ;,#It 4 -E D90--1121 U030 � Sidelites; OM Category; Fro.111fin 1417) li PE-:1p966 4:4) 772-5124 c01 PE J40111 IF-"54 29 zc, Theii Film -Classic end Smouth-Star mn configuration) Nornmat UP391, 0 Glazed i 2n I I,= No Yes No NIA SucCarlegli undivromer-Or kerr% -&.T*. Cai*goni RLOW�; succ-rowwr pwl'g Mal sr, 4r, ODropoeftEdge DooreitrhWn.0 CO"Its"" Wili EMIUVkO1 R�Orrr IrcO "N'Di P.-I Fri"t Roving 61pitru' XC, OX at OX.0 Florlot, Ragralared Mduted or a Ur 'raft FlonrW conrliaroO "own& t�aiovor Per- t'�' v. =".0 M1=.0 WA prtl.Our�nai bro-er Regmmu Imnietu - Uo�Iso R-d� 30 zit. 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I C9.&p.1 "-A U"" kMP N1ry0or SPsr/. iRtvtcin ddFe�po7+" xttsroeuyAp ^ ^o.s. ,fix room "IOD-p"A'AL. 10 S.- -r7 F-W F- YVln0,1r '-96 r 011 Y.'taxz21 t OJM 20 P}m.AApift Vrrdmd.By 4*4 BuhNPPY ftCAjpwW 6P *"-" rF ,. nr+, PF r CT142C2C C71,42Mu G7✓12±2€T2C AppW-d €�' 3 �t661b6 MoRr Atu.ww" ARPMW-O pp U" Appwq 479r.UA yftaw- Kohn C4r[nnwt 6xAaraeiM__M Sn NVH2 6A1"-U W Z P ±L1 F-!L"-M aNPirN-3' Y. Yw _ % ILIA MAR 2 5 202S Virtual Review Assist, Inc. Plans Review completed and approved for compliance with y Debra Anne K(ahr PX2300 August 10. 2022 ♦ ) /tL O O O \V70 CM O �L O 0 O O Li_ 0 D O (D L F— —0O ! v^^J Q E z z W J L L z co co (� 0 � Q � o Q � a� C13 Co CL 0 Cz C- L w :�F C d z � Z Q J SHEET NO. PA:'1,200001 CIO Q) > L) Simpson Strong -Tie 2020 FBC Approved Products :Jpdatorl 12ir-10,72i Simpson Strang Tie 2020 FBC Approved Products Urinated 1Zr-v-_ iii Simpson Strong -Tie 2020 FBC Approved Products up(we(I 1 Simpson Strong -Tie 2020 FBC Approved Products 0 C=MFordrekil links to all 681"Wirovals tamed below Force links tots WT ry,For ci ink? to #A ES'r ammo isitro *ow. or rrr�­ lil", N4 �I�i r)"Pi i 'L (3) F40F Additional Informal regarding Harrill Stlittewide Product Approval System and 4aninl3voill t-ounty N030o o(Acrit"nes (l !�Llr_K For litaitional infixtriation hillardol Flaide s Statenoride Proill Approral System strin MorrinI)ii �'oovdy Nallid our Aeltitpil rt,110A�. HE2k Staterwildre piol Approval System and Morro -Dade CoixtylilondootAosiptaxi (11,40A). i 0 k-, t�v, iI. l t .:Y'li iii"k IcIii 0 C/) Q) FLNI 0446-R6 FL#104WRO f;', F A rc -irr, l- 14, arprii, Aldle, I, il;­' 3,Id I to C- U) P,,4xil,:oght-,r�irji�.j�t,,,-4-2,11��"tc,'!' (;circollcd. 'far, 0 AW Product Model. Nuffiberor Name Product Doliticniation Inj Product Model. Number or Name Progul QZSdal Sea 0 Product Modol Number or Name Product Desorption on -1i @,, iiis iiilie *oi -ioldois itz, rip .,,r+ iiquatirir'r c) 0 I Trial Stainless Steel Corbusier & Masonry Screw j7l 1/4'diarnettli Trial stainless steel masonry screws A21, A23, A33 A34L AS5, A44 Angel I [3T. i i Birrick Ties t__ (D 2 APA21 APA4, APA0. APVA21. APVA4, APVA8 C lutdoar Accents Angle, 2 CVSTI 2, CMST14 CMSTC1 8 CaiYed Strap i.t­k- i- Ic 3.0 0 3 APS44, APS44R, APVB% APBOW APBU, AP688R, APBlOiO, APB1 010R, APVE44, OutJoor Accents Post Erases 3 GS14, CS16, CS18. l CS22 Coned Straps 0 fLININ&M APV544R, APVB66 APVWl APIViElil APi APVB1010, AP/61 D1 DR 4 CSH PIS. CSHP20 Coiled,%aps C) 4 APDJT2-4, APDJT2R-4. APL)JT2-6, APDJT2R-6, APVDJT2A, APVDjT--,R-4, APVDJTI,-d Outdoor Accents Disick. Joist Ill 15 CTS218 ComprerssioniiTension Strap -It: rro,­. Fwi-ge-, M 0 > Itt" Product Model. Numbers,' Name Product Description AFVDJ72;Z-8 6 DSP, SSP, TSP Stud to plate be 15 1 07 07 Fa.c rirw,-t �t�ijrnn-, Cf) -0 E 0 1 SD10112DBB Outdoor Axical Connector Screw 5 APH Full APHH45R, APHH61 0, APHH610R Outdoor Accents Heavy Hanger 7 HI, HIDA. H25A, H3, Hl H7Z, H16, Hli H16-2, l Hurricane Trans Ill." Lill Itr 1 �iu'6' k� 4 (3) cl) 2 SDOI 12, SD9212, S010112, SDIC212 strong -Drive So Corneciter screw 48 Apil APL8, APT4. APTS, APVt_4. jkPVL6. APVT4, AQVT8 Outdoor Acr_"s L and T T­ 6 HG7 2, HG-T-5, HGT-4 Heavy Girder Tiedcter i C/) 3 SD9112SS, 5=12SS S4org-Dive-crnecotorSSScfi 7 APLH 24, A PLH24R. APLH25, APLH26 R, APLH 210, APLH2 I OR Outdoor Accents Light Hang" 9 HS24 Hurricane Tie 1,11 it,:' R:, Iii jt,Z, �V Nn�'Jl� �AJ -�LC� iiii Q�: 62 L", t�j'_rj I jjj �L­ Fadel n,l w� "02 4 SDCF22434, SDCF22512 SDCF22614, SMF22700, SDCF2265l SDCF221C14 Siriang-Drene SDOP Timpil Screw a BVLZ Il Venter Ledger Connector 10 HSS2-SDSI 5, HSS2-2-SDS3 HSS2-3-SDS3 H,;S,!-SDS3 Heavy Stud Shoe f4 ;Onr, Fir. r,_nI0,,jI"f [),rrc , ;Iaiobe I, Ivllti; ra­.-iiglori I-q:16'tr C/) SDCF221134, SDCF221334. SDCF2719Kr61 SDCF272358 9 CBT2Z CST4Z Concealed Beam Ties 11 H372 HST3 Fill t­1S7F5 Stall Straps a iwgl*5 Ira - -1 fro I &ij ti" bi 5 SDCP22434, SDCP22512 SDGP22614, SDCP22700, SDCP22858 SDGP223912, Strord-Dirfire SLICO Timber-CP Screw 10 GjrT3Z. Cj1T4Z �'jj­5i G T6Z Coricealad Joist Tier, 12 HTS16, HTS20. HTS24. HTS26 HTS30, HTS30C Heavy Twist Strap 6 SDCP221100, SDCP221134, SDCM71400 SDHR27400 SDHR27614, SUHR31400, SOHR31614 Strong-Drivne SDH R Combo -Head Screw 11 12 Du:T1 4 IDS Deck Jorst Tie Ory Wall Stop !3 14 tdTGQ16KTZ HTS020KTZ ITIFTA Heavy Twist Strip Light Floor To Anchor I, 5 ' ir) 3 9f 16 are* I N r I r. k cirl I] Ii 4 7 SD825112 SD625134, SOS25200, S0825212, SID:52630D, Sll SDS25412 Strang -Drive SIDS Heavy -Duty Connector Screw 13 FCA FCS Framing Clips is LSTA9, L6TA12 L.STA15, LSTAI8, LSTA.21 LSTA24, l LSTA36 Straight Straps rcrall Farje,,n,.,,l t,Fnl IIJI-11 aerliaibj'rA for all c.IoIjrl SDS25500 SDS25BOR SDE258M 14 FVVAH7 Foundation Wail Angle., 16 LST149, L,"73 straight Straps 2XI a - C 4x rio d is is. c C Ae far „e F4 ;.,nc.e3,ll 8 S0152511255, SD6252006S, SOS25211 2158, SDS25300S5 SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI GA21 Guis%m Arql "7 LT820 LTSAO Buditing n "'n y1_,f!,iIi_ifLii,r:9`ran j f;„'f­.' 1(, 9 SDVVi SDWF2720. SDWF2724, SDWI SDVVF2730 Strang -Driver SDWF Fictor-to-Floor Screw 16 H2A, Hi H8, Hill HIUS, H14 HGAIO Hurricane Ties 18 LTS12 LTS16, ILTS18, LTS20 Light T%rw Strap a 17 HC1rT2 Heavy Concealed Joist Tie 19 MGT Med ki rin Girder Toadawn 18 HH4 HHA Header Hanger, 20 tAST27, Mi KST48, MSTl MST72 Straight Straps FLXI 2QL?_-N 19 kBSIZ Knee-FiFace Stabilizer 21 MSTAP, MSTA12 MSTA15 MSTA18, KASTA21 , MSTA24, MSTAW, MST'll LISTA49 Straight straps 20 L30,11.50,11.70.1-90 Angles 22 lJSTC28. MSTM fill h`lSTCl MSTC78 Straight Straps IMI Product Model. Number2LName Product Descriation 21 LCE4 Post Cap 25 MSTCASa3, MSTCM93 Pre -Bent Straps Sea III Produgifillodyl. Numbgrior Name Fint-duct Description I ATR318, AT R1rZ Al ATR314 Threaded Rods LS30, LS5D, 1-570, L590 Skonvable Angles 24 MST126. MST130,161ST148, MIST160, MST172 Straight Straps ILA ­Il,r€!reraM 1up flrije `ranger- A,x!jr1e in -rrcMran.l �ig tv, 7 2 ATU05 ATUDS-2, ATUDG, ATU09.2, ATUDi ATUDI 4 ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adlustattle Stair Stringer Connector 25 MT S12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTSW MediurriTwistStrap i e and he,jhts 3 OP3&Z BP112, 61"'It2-3, BP5/8-2, BP5184 BP314, &-314-3, BPRTU03-4 BitiontV Plates 24 LSSJ25LZ. LSSJ26RZ, LSSJ28U, LSSJ28RZ, LSSJ210LZ: LSSI DRZ Field Adjustable Jack Hargef Z3 NCA-2l NCA2x12-12. NCK.-AB-16, NCA2KI0-16, NCA202-16 Bridging 7-,-p lianife )anger- jva,laolt in,mcith., ran"',1P fro- _:6' is 4 CNWl CNWlt2 CNItIVIU8. C"N4. CNW5il CNWVl couplet Nuts 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 56. LSSR21O-2. LSSR410 Field Adjustable- SloneablettSkerAleble Clanger 27 RCWB12. RCVl 4 Vt I Bracing 1!8 5 CTUD55, CTUID55, CTLl CTUE175, CTUD76, CTUD77, CIUD87, CT1JDl CTUE)97. Coupling TaKol Del 25 LTP4,LTP5 Tie Plates 28 RPS18, RPS-12 RPS28 Repair plate Strap "I Li .,e reI 1;alga t - Spfrairigerlarigotm o.weans lral �I fro:',' z CTUM, CTUD99 77 ML23Z, N11242, MI_ 28Z, ML287. ML21 CZ Ang fes 29 RSP4 Stud to Plate Connectolf 6 H3.144, N5, NO Heavy Hex Nuts 25 MIVIH8 Root fle-Dowin 30 SPI, SP2, SP4 SP6, SPO Stud PW Tie 4 nicrujo hcrt:1om ,,Adit[)s I non , 1 31", to 7 RTUD3, RTUO35, RTUEA, RTUL45. RTU05 RTi l RTUDO Ralichating Take -Up Device 29 rigil Hinged Root Connector 31 5PH 4, SPHl SPHa Heavy aid Plate Tie 8 TIJU9, TW10 Take -Up Device 30 MMLV20. MMILU26-21, MMILl M11111.11.1l MMLL)l MIMLL)l I, MMLLi MPil=LUQll Face -Mount Hangers JZ $S1 Fd, SS2,5, SS3, 554.5 Stud Shoe op trizinge, hanger zva la'aie,rl,,Idths ril -g fro', i4" to S- 9 TUW38 Take -Up Washer 51 BBC RBCP Root Boundary Clips 33 S'rg, ST12, ST18 ST22, ST292, ST21221, ST2115 ST2215 ST 6216, STS224-91)5r.6 Stiraigh-ts"ps ind hcigilb; flia'-1 1 1, tn Io 1,7" ID URS3 318" Uplift Rod Run Tiedlown System 32 RST-3 Roof T re, Dul 34 Ti T627, TR30 T636, T642, TR48 7664, TB66: TM Tension Bridging hI, rAnn­: 'to?" to 11 URSA 112' U plift Rod Run Tewn doSystem 53 RTCM, RTC42, RTf-27, R7C44 Rigid Tie Connectors 35 1WRI 0, TWBI 2, T16151 4 Wall Bracing ATI(i ilicl,iIS fdr1 'E'rt)­ 1 1?4' tin ':, 1 z 12 URS5 548" Uplift Rod Run Tiedol System 34 STC STCT, OTC HTC4 TrussChpis 38 VGT IVGTR, VGTL Venable Pitch Cadet Tsedown 4TV v,yr,lo rl '11t1l, t,rna 3 1:4, liI l;IR, 13 URSO Sul Uplift Rod Run Tieclown System 35 TJO37, TJC57 Truss JackCipis 37 VVB10l ViSil 0ifBI20, VM Slacing 8; io;ip' 36 Z2, Z4 Z" Panel Stiffener C14-- TV el ltml I,fj, r, "ji t:a, I je FLNID441-R6 "t v- I ji ir`irj,.J,:tIl (�JrJC­e. tc FL#1 0447-R5 iA 1, 11 l< in). Product Model, Number SK Name Product Description Sea X product Model. Number or Name Product Description 11 L S cl iir." i, W I DTT2 Hold-down Sl 4r Product Model, Number or Name Product Description 1 CPH2 37x5,5. CBHi 31, C&-2 37A0 75 Concealed hangers it,ol-ar,ciriifur 17 2 HDC1014. HDC10122 Hold-down 1 AHEP Adjustable Hill Connector 2 [)U� DHU, DH UTF series hangers, Face-il (01J, DH1J) and tolb-flainge (DHUTF) hangers 1 C L I I an�­�,� jp 4 -�-,ije,laliqeil I,,, j x: v 11 "'11. fto,l 114" ic 13 3 4 HDO8, HHDQ1I, HHDO14 HDU2, HDU4 HDU5 HDU8, HDU11. HDU14 Hold-down Hold-down 2 :3 DSC2R-Sn- S3, D,13C2L,SD491 DSCSIR-SD, GEC Drag Strut Corrierfors Gable Brace Corrector available in vMths ranging from I A01IT'lliv 5-9118" and he ritingil from g-TIS'tea 23AIVIS' TV!,, 7il1" -,-d,e ,,ints rarg, 1,; frf) Yt: „ritert *r-Oilrin -ter. 'm_,` '114"17 " 5 HPA28, HPA35 Strap -style purfin ancrior 4 FCFl FICR2, HCP4 Hip Comer Plate 3 HGLI3,63-SUS HGJ15 25-5QS HGJJ5 50-SDS, HGJ5,62.SDS, HCUTOID-SUS, HGU7 25. Face -mount hangers -A eigrds ra,,q t, niD� 4'tc 3i4` a LSTHD8 LSTHD6RJ1 Strap -style hold -dawn 5 HHRC2-2, HHRC42, HeIRC42-2 HhRC411 81, HHRC", Hl 75i`3.25 HHl 37!3 12, Heavy Hip to Ridge Connectors SDS, HGU9,0CSD$ Fr!1jd'lar1jQft'­l­! JI.1" 2-476 tri 7 NASA.MASAP Foundation anchor strap PHRC66 4 HGUS series hangers Face -mount hargers available in virldithris ranging thorn 1-5: ir, t. 9 to i -d heqhl, ml lg fi tc 8 NPA132, Mi Strap -style puriin anchor 8 HR01 81, HRC22 Hip Ridge Connector 3li8'' and heights ranging itorel to 12-7,181, ,D:nC, 9 PAl Fil IcA26, PA355 PA51, PAOR Strap -style purlin anchor 7 LRU26, LRU28 ILRU210 LRU212 Rafter Forger 5 HHGU5 25-SDS, HHGU5 50-SDS Hfi 62.SDS, HH(�1_17 00-ST)S, HHi Face -mount hangers rig ri-In 1^. li'�,' 11) PAll S, PA123 PACO PASS Strap -style purl anchor 6 I-Sl LSSU26 LSSU2110 Light Slopeablil, kewattle U Hanger HHGU9.00-SDS; _p 'j; i;e luingers 0: i I l: in t:, ran_ r 4�1' 6' to 11 STHWO STHDIORJ Sleep -style hold -dawn 9 TRF4, TBEIS Truss Bearing Friharcer 6 HFl HHUS28.2, HHIJSI-0-2 HH(l HHUW HHUS410, HHUS5,5010 Face -mount happens 1!2 -Ind ic;grits i tiorn �. ','Id" Ic 't5, 12 STH014 STH014RJ Strap -style hold -dawn ID TC24 TC26 TC28 Truss Clip H V1 U S7 25)1 D 'eii;idrt IHtl,, rf:a­1 AlAn f"r al ly"wes Is."i writh ap'la In nir 11 THAi THA213, THA218, THA218.2. THA222-2, THA413, TKA418, THAG418, -1 HA42--. Adjustable Truss Hanger 7 'SURr HSUL, HSURC HSULC see es hangers Skeened face -mount hargers available in wodflis ranging In ea,e tia 12 rl THAC422 THA426. T HA422-2, THA428-2 118" It, &lff a-d hell ranging from 4-,V4" to 15,3W n rrom I k, to'i' 12 THAII .0,1122, THAJ2 0&22, THA121)i THAJi THAI322, THAJ3522, AdIlLminittile Truss Hanger Stead for -lost; Conceal flange version (HSLRC, HSULCJ available to A 13 THAL4222, THAR422 Served Truss r,,ari;le, double � and 4X modill only acid flange is concealed 14 THJi LTHJA26, LTFNA Mutuipo Truss Hangers 6 HTUZI5 HTU28, HTU210, HTU26 2, HTLi HTU210-2 F3t* Mount hangers 15 TWIV12-4-SIDS1, THJM2-5-SDS3, T-IJU26, THJU29-W Multiple Truss Hangers g HU, Huc series hangers Face -mount hangers avaieble inwiniffirs, ranging from 1-9 17' 1, 7 S n __+m tan,,*, `l -91! _F tic, 16 TSDR2-24 Truhis Space, -Restraint 112" and heights ranging from 2-718:'to 19-114" Coinceale f 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Cor-ecticirs version iHUC11 aivailabillit for all models having width equal r- 'Lang- Feg-­, is VrGR Valley Truss Clip greater Ina" 2-90 6 r,S3 l,cm 7. 14' 10 HUC01 8115)SDS. PAJO01 8111 1­'Mr Face -mount hangers I,:, :P fl,,lnije hangI, in vod,h 1i arc hegl%t!s SDIS,, H UC441 l HUC44112-Sr58 Hur-laS ?srl HuCOA_ 25111 -,SDS HUM61 0- 1 - I Z' SOS, HicQ5112 5L)t� l Simpson Strong -Tie 2020 FBC Approved Products updal Im"Mo a,". Simpson Strong -Tie 2020 FBC Approved Products Updated E2rY"20 E:= Simpson Strong -Tie 2020 FBC Approved Products Lipchoted Simpson Strong -Tie 2020 FBC Approved Products For,*eotlrO*lodl$Wapprwolfik4e4beW&, •LLJPK _HER For ditiritl Irks food SOT appronivis Fed ball -il ffel For drei Ini titaSST WrovelsN(i t4ow. -L j For additional intomtorl iresardiril Hordali Statewide Product Approval Systrom slid Marts-Daida utsinty of &ekiltuteorl tft_�Air "IiL4� For additional infornatti regardinfill Flanda's Stateilivide Product Aippirwal *A Fix adiplerial information tori;ardnQ rilixidl Stallowdo Py"cl Approal Sy-,Ienr and Main Dede :our IV Notice of Arceipl:arlce INDIN, 21 L5 series hangers Top Mange hangers available in width of 1-6and heights FL91146R5 15 SL5V1 -56. VLBV1-81, 5LEV2 Qi !413V2 37, SfLBV- 56, S&BY2.68, t3fl.BV3 14 Top Flange Joist Hangers ranging from 6-&S'to 15-1)8" S`LBV3 56, &ILBV3 $'I SILSV4 ()6 W-BV4 12, SfLBV; 28, SA-FIV4.715 5R.8V5 50 22 LUAZ canes hangers Top flange hangers arvaiWer in width of I .911r and heights Sol Product Model. Number or Name ProductDescriptionll Sful T2(). WTT2Z, Sill 4, i­iTT 4, ti rT5 f fuldowirs "linol ardtypni". 1 tar l-i"s. -,,inn tangling I1`ad19-3j16r'tD 13-118" 1 HHL1S;210,3, HHUS210-4 Joist Flanger 20 SW.STl SliMST"', Straps 113 mil illoga) 7 Tl ,:l7l r, -t ll-i 71 !F: TIT: T ir r­n5t,a 23 LE03. LEGS, i series hangers Top f4inge hangers available in widths ranging from 3-114'to hill HRS8, HIRS12 Strap Ties 21 SP* SP6 Stud Plate Tors 'l iii aware' rr-'A 4 -I cafln I- n, a ra4 a- '5 718"' and heights r:-nglng from Q` to 33-1t7* 3 HUO0210-2-SDS, HUCQ210.3-SDS, RUCQ310-SDS Joist Hanger 22 SSID, DSP, TSP Shad Plate T ties ijrr e-'s ores -it v,tr i'dr, a _iTr.1,,r0,,,I;1 24 NEC 5. M EG7 set" h angers Top flange hangers available in widths ranging from 5-141c IS, 4 THG62 THGB3, THGBH2, THGBH3, THGl Joist, Hanger 23 STC. 01-C. TrussClip 74' and heig hts ranging frorn 9" to 32-1 12' 4 THG02-8D83, THGQ3-' $,M4.5, TH,5042-SDVI, THG'OH13SDS4 5, THGOI-hi-SOS6 Joist "rill 24 T1022 Truss Brace Diagonal -11, "1 -1 :c T 7r',.r, i,7,T­e;riled pl- lio 25 NIT seaft hangers Top flange hangers available in wdft ranging from I -9i'll to 5- e THOWs,3, THOWI THOW4-3, T HQW4-4 Julist Hangar 25 Til Truss Jack Connector �ode­ _i lf.w:- %t'li 111Lt,' ­ _,,, , - 7 ­ „cull rat cr cl�,, Crete 118" and heights ranging from 9-114i'to 24' 26 PF, PFB, PFDB, PFDSB series, hangers Top flange hangers available in width of I-WI1r and florghts ranging from3-3,08"licill FLtIA731-R5 (D V RR Ridge fall canna for 26 11 series hangers. Top filling* hangers available in widths ranging from 1 -il too 7. 1/8" and heights ranging P-1/4"to 32", 11 CETAL20 Double Erridecded Truss Anchor I Product Model. Numtka2LUI= CCOW 62-SDSHCl CCQM4,62-SUSHDG, CCQM5 1G-SDSHDG, CCT0M3t82-SDSxa: Masonry Pet Caps 2 MTRr 'GTRHIL, FGTPHR Girder Reil Anchor CCTQM4 62-SOSG CCTQM5 50-SDSG, CCCQNU 62-SOSGL COCON4 i Product Rlidal Nom ber o• Nanne Product Dp_�,crjption E69195M z 4 H16, F416S, H18-2 H18-2S HETAI2, Hi HETA20, HETA24 HFTA40 Hurricane Firdhedi Truss Anchor 2 CCCI`I�NE so-SLISC F,',CL0IV3_62G-KT, ECCLON4 621 FCCLCA06.50'.J-KT, ECCI.LQW3 62G.KT, Masiorry, Per Ceps as 115 FEAL-12, HETAL"r HETAL2' Embedded Truss Anchor E�(OLI-QMV462G-KT ECCLLQMD;i.5QQ-KT, ECCLRQW3.62G•KT, ECCLRQMD4 d2C- Ica" bar gir Name E1211112LON&LII&M 6 HGAM I IT, HM9 Masoori nothoilic oomirtictom KV, ECCLRQIYIE)5 5,00•Kl srrnr 1,�rl vlVil C� t;nr 11'111�7l Cl) 1 ABA", ARA"R. ABA46, ABA45R ABAS6 ABA66R ABU.", ABLM Adjuslaple Post Hase Atijushiblie Post Base 7 8 UHETA16 HHE-_TA2C HHFTA2TH4ETA4D L�,T2. LGT3-SDS2 5, Heavy Embedded Truss Arrionor Tieclorvin FiGUW 25 HGUM5 50, HG,UM7 00, HGU M7 25 HG LJL19 00 Heavy Masonry Hangers i 1,.. r'. rel, ArI !,It %j 2 A8U44r Al ASU46L ABU40R. ABU5-5 ABU65, ABUi ABU86, l_GT4-SD Giridier 4 I_Culv,126­2� LGOM26.3 LGOM�,78.4, LGIJM26.2, LGUNI28­3 LGL,,hr28.4, LGUM2 1().2 Masonry Berri Hangers a, Pl L,,,e 3 A61.188R„ ABU1010 ABU101OR ABU1212, ABU1212R ABW44Z ABlottuttilkil ABWl ABW46RZ, ABWl ABW66RZ, ABil Adjustable Post Base 9 10 LTA2 NETIA12, WTA16, Pil MEIA20, META24, METAA.O Ld-efal liuss Anchor F-rinbeiddod Truss Anchor 5 LGUM210-3, LGUIrAl _GUM46 _GLjM48 --GLIN4.410 25 MSHAV 211125, WHA3.5l 25, MBHA3 5619.25, MBHA3 5611125 Maskirty Too Flange Beam Hangers s,L,,l ilori l headMBHi 4 Al AC41k, At 4, ACO, AC8R. ACE6 Pow Cup 11 NSTA1.124, I'ASTAIVIl kISTCM40, PlISTClifiri Strap Tal Mattionly NSHAS 560 1 88, WSHA3 5&14, MaHA3 56116, Mi 56c! 8 MEMA5 W 25, 7 -11, Cn 5 Eli BC46. BC-414 ram. 8Cl BC8 BCS2-214, BC52-M Post Cap 12 NT5NT6, MTSN20, HTSM16, HT$fl Twist Strap for Masonry 1,16FIA5.50og 25, M3HA5 5QO1 1 25, MBH A5 5l 1 58 liABI-i A5 50114, MBHAS 50-VII 8 6 CB44, CPAIS, OW CBOS, C-FISS Embedded Column Baser KIBHA5,SWI 8 CIO 7 CBSQ44-SOS2. CBS04il CBSX8-SD52. CBSQ80-SOS2, CBSQ86­5DS2 Embedded Column Base e Mil t&lil MBiHHJ3 w6J71. 5. M8HU3.58J1115, M5HU3.56114, tyleFIV3.561110, Masonry Borann Hangers FL#16937-R3 8 cc. EGO, e=u Series Soll column cam Y46 W1 ranging from 3-111 to 9-Ir2" and VV2 ranging From 3-5irfil to 7.1 QF, FL#Mi496-R5 Ivill 561118, M9i El 25, MBHUS 5UI 1 25, MBHUS5l 186. MBHL15 60114, NBHJU5 51YI 6, MBHJS 'n > 0 9 CCO-qDS2.5, 5000-SDS2 5 Stiones Soleated coWnrin naps vath W1 ranging from 3.1 W to 9-1/Zarrf a9d" Product fillid", Number or Name Product Description n tj"-tal Flii,'i rj, 'Apl)eirg C7ci iarli Itin VY2 ranging l�m 3-5a, to 7_11`2" 1 CTTiz Lack Terson -fie r'l I 1�xt 10 11 CPT442. CPTOOZ, ZPT88Z EPB44A, EPE344, EP946, EPBW Conceal Post Tie Base Embedded Post Base 2 3 HD112, 1-01c, HOW. HD5_6 HD7B, HD 9b Belied Hirldoyine Bolted Holdownil X I-,"4r 'At 417 4-24 Stfc ;P X: VaInl ff�­`-`ifliiirg TA,�­Lv `ia 12 EPS4Z Embedded Post Base 4 tM4, HTT5, HT'll Tersiorn-lea Sea IV Product Model, Number or Name Product PlEriglion 4P'.'2,4 K rl 4,rtt riki Df 4; aril - a gif DA f Hex%A,1ashen wed it NVdi i x anli-r-oa-t-T, f-, 0 is LCB", LcB66 Embedded Column Us* 5 LTTI9, LTT205, L711131 Light Ter icin Tes I S:)VM300, SOW22338, SOW22438, SOW22468 SDW22--CCI SDW226017, $01til Strong -Orris SDW EWP-PLY and TRUSS -PLY SachsII'lairt I;ii,id h.. s j- D,arletea 1-ilex 14 LPO4Z LPC6Z tight Post Cap SDW22834 X'I,ll it"2-24 St'0I17,-Cnw�AI,`F4o1 15 upiva. MPSM, MPBW Moment Post Base 2 SDWC15450, SDWC15l Strong -Drive SIDWO TRUSS Screw 18 17 Fil P644R, PB46, PISM, P866R PB S44A, PBSM, FBSl Embedded Post Base Embedded Post Riese FIL11011136211146 3 SDVVH19300DE. SOWHI94i SDW-110600DE. SDWHlWWI)B. SCWHlWXk[)B SrJ,.VH276UQG. Strong-Onve SDWH 71filBER-HEX Screw X, I i, 16, J ,it Q 16 - -5 K 115 XU Metal[ �I50 L)"ctrp lapping 4 5D'WH274WG SDWR27800G, SDWF1271000G, SOWH27120OG Strong -Drive SDVVHTIMBER- HEX HUG Screw i"! r'ltil Point is 19 PBV6, PBVIO M44-18 PC46-16. RC48-18. PC64.18, P(Zil EP0441e. EPC46-18, EPC48-15, Round Post Baser Post Cap JW I Piraduct Model. Number or Name SB518x24 S13718.24, SiEllil Pt uct Descnption SS Anchor Bolev 5 a S:)WS16212, SDMI6300, SDVVS16312, SOWS1840) SIDWS'l SMNS1971Z SDVSW240D,SDWS225W.S0WS2225i2, SE)WS22MO, Strong -Drive SLMS FRAMING Screw Strong -Drive SUAIS TIMBER Screw (interior Grade) 0 BPC84-16, Elircti 2 SSTB16, SST820,SSTB24 SSTB28, SSTB34, SST836. SS1l SSTB20L, SSTB241_, SSTS Anchor Botts SOWl SDV=2900, SDVVS221 000, SCrVVS221 100, SI)WS221200. SDWS2215DO EL#35320-RQ 20 FICill PC4R4 FiCil PCl PM, PCBRZ. ll EPC4RZ, EP05Z, EPl EPi Post Cap SSTB28L 7 SDVV8223CODe SDVVE2240MB SDVVS22500[)B SLNVS22800r)9. SD6VS22800DE, Strong-Duve SDWS TIMBER Screw (Exterior Grade) EPC9RZ SDW82221 00i §W Product M200 Ngm bor P, Nil Product Description 21 PPB44-4Z, PPBii Post Base 8 5DWS22312DRO, SDYVS2251208B Outdoor Accents Structural Wood Screw Rypas,, Framing ElriP SI CcincuLiar a) 22 RPBZ Rettiollit Post Bane FL*t 307'2-R4 9 SDWS273008S, SUA18217400,c;S. SElWS2750OSS. SDWS27600Sr4 SDWS2780i Sitriong-Dritire SDWS TIMBER SS Screw P I i l: H4 f �I­r A F `�4 tl R4 H,,,jpa�ts F rei r) i ing Im ri ti �i-i' , Ir,, �,or -ecto r Cn S')AIS271 00l SDWW71 20OSS _,fr 4-12^4 I�ard llifl714 91'c'(j SO4 Product Model, Number or Name Product Description 10 501XV113400 Strong -Di SL)Wt SCLE-T-D-RIM Screw FL*iOW*-R5 I CMS'r12,CMSTIA.CMSTC16,CS14,C,$16,CSIB,CS2DCS22 Collect maps 11 STN22 Outdoor Accents Hex -Hasid Washer 4 OF:,4 'Cintil Fral ion i Fri - cn 2 HR56 HRS8 HR812 FHAG, FHAR, FHAl2, FHA18 FHA24, FHAW, KS1i26,rA5'l Straps 97 milli (12 g al 4 IJ, "A. i �1._ �,Ilw MISLIN 1 Product Model. Number or Name FJA, FSA Product Desictilotion Foundation Anchor 3 UST148 I'vi MST172, SWST27, VMST37 VMST48 HTS16, HTJ820, WS24, HTS28 HTtu, HTS= Henvy Twist Straps Ili &M3-R3 MAR 2 5 2071 2 3 Fill l GIH46-8, 01­14"� GH48­8� OH41 G441". GHISK GHW6. GHl 0H68- Or GH61 0-6, GN6108 Flat Robill Foundation Pill Girder Hanger 4 a 6 L5TA10, I S7A10, L ST149, L 571173, MfIl MSTA12, MSTAI 5, WiTA I R MS7A21, 114STAZ4 LSTA9, LSTA12 LSTAI 6, LSTA18, LSTA21 , LS7A24, ST2292 1.51`21,22 ST21 i 6, Scl-i, 5 21 t5lul " SLIPHI 25, 1vi 25 Slaps 4S rnil ill 8 run, Sliraps 33 mil M. gill Ridging conni c&g _I 1 EMduot flifordel. Num ber or Namiff A5 16, AS I A84. AS 1836 Product Dersoription 15 ga Truss Plate* 'S 7. t r r,' S�.­2: a 11:R1 4 GLSG& GLB58, GL85C. GLSW, GL87A, Gi GLB7C: OLS70 Giusti Bearing Plate LTP5 Lai Tie Plate 2 As, 20HS 20 ga. High Strength uss Plate L.- 7:, S 6 OLBT512,GSLT$12.OLSTSIO,GDLT$143,GLM20,GBLTM HGLBA Hi HGLBD Gk&m Bearing PIS* Heavy GILlar" Bearing Plate LTS,2,LT$16 LTS16.1-TS2 Lqilt Straps AS,20 20 Iia Truss Plate Z CCZ ni 9 USTA30, MSTAX STi ST-AZ24, STO, ST1 Z STI 8, ST 221 ivIST C28, IVISTC40 Ill Snaps54 mij I! e V 9) 4 AStrP Hinge Paste Cor, riel ,141� 11 -,LS I L� .1 7 HGT-2, Hi Fli FleavyGirderTodown 10 NSTOSS, MSrC?Z, $1`8238 Mrnii (14 ga) "wrist Plan LLJ 8 1FF1110-Sm Universal I Fourdatiian Plate 11 NITS 1 Z MTSI 6, VrSI 8 MTS20- MTS30t, MTS24C, MTS30C Ivilediuvt Straps 4V -14 x,., 10'i ".1 5< X171`s� 1 Xel '24 K 9 URFP Universe I Retroft Fount dat*h Plate 12 SOBI 56, SIBIBI, Sil Sil SiB2.56. SIB-206, SIS3 12, SIE3.56, SIS3 i S184AX, 954 12, !�;fevt S134.75, S�W, 50 7opFr3nge jorstriargers rL#1 5730-R4 -A 4 -1 it X1, 11 2.4 X,-e P; x1-1 W Iz, K, for con savewAh the 2020 FBC 7th Edition < (3) r2$, by Debra Anne li PX2300 i 13 SIBA212s, VBA2AVIC, 91BAZI2JIZ SMA2112ill StSA4,4W& S/BA4.18/10, Top Flange Joist angers Pl d u cdt Number as Nall Product Descrit pion &BA418iel SW4.18114 1 Fr HP Adhesive Ancric, for concrete 14 S11,11A Hurricane Tie 2 l GDP• GLiPlivill OLIPM-75, GDPM-1 00, GDPS, GW-50, G`llil GW-1 00, GTH Gas -actuated fasteners and assemblies 15 fflriDaS, S"Hoan, SAAC10S S"HD13BL Sill SAID'nD Holdowns S Pl PDPA-K, PDPA-MG, POPA7, PDPAT K Pl P,IWP PiNvill POPAlviiii Powder -actuated fasteners, threaded sti and assemb r - < 16 SR Di S?HDLO, SHL31-19 SIFILIU1 I Holoodionli P-)PN61-MG, PSVL3, PSVLS-K, Fill I)PA, PCCI DID& P7RHA3, aril _j 17 SJCT, SIHIJUT Joist hangers A S=T-3G Adhol Anchor felt concrete I SHEET NO, ___ _ __._ ___PA August 10. 2022 13 4­4 HIAM InAW-DADECOILTIM' PGT Indus tries. Inc. lru Cn Cv > 0 0 PRODUCT CONTROL SECTION. PGT Industries, Inc, a) o 2 I IM SW 26 Swe9t, Room _V$ NOTICE OF ACCEPTANCE: EVIDENCE ST'B_%11TT1F_D NOTI E OF E-PTA-"-( F E V11)]EN( F �1-1311TT TIE D (1) CIL DtPART1aN.T OF REGrIATORY AND EC ONO3MC RE SOtMC ES (RER) Mill-, FlonAs 33175-N74 BOA" AND CODE A.D&IMSTRATIONDMISION T (7W 315-- ,,W-2500 F(716) -t 5" -NOTICE OF ACCEPTANC E EN -EDENCE SUBIMTED _AL (3) NOTWE OF ACC-k-N-CE (-N'OA) WWW.Misymatedw4comeny I. Eiidence submitted under prexiousN. 0-4, 1) QI ITA A. DRAWr'�GS B. TESTS (continued) tt D 'E R,--- R PGT Industries, Inc. 1070 Technology Drive, L Manufacturefs die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 0 a) North Venice. FL 34275 (.Snbydfted ffjl under .V0.4 A:o�. 11-01(17. ) 2) Uniform Static.Air Pressure Test. per FBC. TAS 2021-94 E XLk I F. RL-k L isE RTEFIC _-k 1`10N 0 SCOPE: 21 Dmwmg No. _WD-5570.0. titled tzar Sliding Glass Door NOA Sheets 1 W 3) Water ResLstance Test, per FBC. TAS 20v I2-94 LL 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials- The through 21 of 21 prepared by ma 3 turer. dated 10 05M relision A dated _jii�.[,L 4) Large ' Nlissile Impact Test per FBC. TAS 201-94 Ri,,Zid P1 F%f��Ijol f-'allf-lon; feii NN and D, c i c_­ e o "03-94 Cn CZ C) > = E 2 documentation submitted has beenre-viewed and accepted by Nfiami-Dade Coustv RER -Product Control Sectionto 04, 0-5117. signed and sealed by A. L,,=Nliller. RE 5) Cyclic Wind Preswe Loading per FBC. TAS (D be used =.Nfarna Dade Couaty and odw areas %tat allowed by the Authomy llm-aa. Jwis& tign (AIV). Korced EntryTest. pef FBC. T-AS 202-94T ,;,�)A 6-0020 Ics, "i -,!Itcl VEion Emnv�v,,rl 1-1trilited fof iieur "\T Cn 0_ M This NOA shall not be valid after the expiration date stated below The Miami -Dade County Product Control S-ectim B. TESTS along with marlmd-up drav% mgs and installation d tagr= of vinyl slid= arlass, door. prep "4j' , -hit Ri-Zid P\=( Exteriol Elti-tvion-s for 1014 lan and liZlaim �Ihadr,-, (Non-ll "o W (InMiamt Dade County) an&orthe AJU (in stas other thanNfiamt Dade Counry) reserve the right to have this 1, Test report on 1) Uniform. StaticAr Pressure Test. per FBC, TAS 102-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 1106,15. signed aru. NN ui tiwN antl D ov i t-,.1 ou 12 -7 Pr or material tested for •quality assurance ones. If this product or material to veto the accepted 21) Large MLssile Impact Test per FBC� TAS, -10 1 -94 sialed by Idalaiis Ortega- P E_ (Test report revised on 121,04,15 and 0214 1, 16) 4' manner. the wantx&cturer %%,ill mcur the expense of such testing and the AHJ may immediately rev oke - medic . o r =Pend the use of such product or material within their jurisdiction. RE:k re -serves the right to revoice this 3) Cyclic Wind Pres-sitire Loading per FBC_ TAS 203-94 along with marked -up drawings and installation diagram of virnrl shdmg glass door. prepared 6- Test report on 1) -iir Infilrmtion Test. per FBC � TAS '10 1-94 1 (oitf-d (P aired of LanAnmed) A=X'liirim Rignd PV( F wejior Exit iisoiit fol 2) Uniform Static Air Presswe Test. FBC. TAS 2021-94 1:' �) t r- d I'- 1.�: z, on 06 3 0 10 acceptance. if it is determined by-Nfiami-Dade CountyProduct Control Section that this or material fails to per product meet the requirements of the applicable budding code. bvFenestrationlestine Lab. Inc.- Test Report No.Mrl -dated12'071-5-sigued. and 3) Water Reustance Test. per FBC. TAS -M,2-94. Ce o_ I o-o- ENI: RGI Feue,Iin_tioti ions V�A This product Is, "ovedas describedherew andhas been designed to comp4rwith the Florida Building Code. sealed by Idalmis Ortega- P. E. (Test repot' revised on 02 '15:46 and 02 24- 16) 4) Large Missile Impact Test per FBC. TAS 201 -94 A.- -;cl: TAN '010and Ligh(ei Shade-, �N-mi-NN-hite) Rigid P1 Elik-lifil e I inc luding the Fhgh Velocity Hurricane Zone- DESCRIP11 Series ­MS-701! 7.0- Vinvi SlklMng Gla ss Door (Reinf"ced)w,`wo 9CP& 1359 cornet-s-LALL 2. Test report on 1) Air Infiltration Test. per FBC� !,kS 2 02-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-44 - 5) Cyclic Wind Pmaire Loading per FBC. TAS 203-94 L xri iviow, for IN and Doot: Zl;alted I 16. exonrc alougwitlimarked-up drawings and mstalbtiondiagran:iof-omy slidnigglassdoor.prep--.� - I ''. . 1=_ _�, -12.j ­ -ER 'SA 16-0 %)EN GlFeiie�,*r-_Ilcyn -dated 3) Water Resistance Test. FBC TA S 202 fenestration, ­Biow-p '�hades APPROVAL DOCUMENT: Drawins No.11D-5570.0 Rev B_ titled ­Vuryi Sliding Glass Door NOA (12vt". shy per -94, by Testing Lab. Inc.. Test Report No. FTL 8552- 12-04 15.,signed ant' IL. foi- tlitu, and liolmo- of ( 1p oarpd Rig I- -ndPV( I through 21 of 2 1. prepared by matafamm. stated 10.,05;15 and last rrvrised on 01'01,`211. signed and sealed by 4) Large Missile Impact Test pff FBC. TAS 201-94 sealed by Idalmis Ortega. P. E_ (Test report reused on 02,15 �201 6) F n irs if) i i s f o i - Wind o Ni at i d D o or,� 14 zattd (�) 15 16, g n'n IA 16 _'(1 -1 A. Lvm?vftlkf. P.E.. beating the Nhami-Dade County Product Control Revision statupwith the Notice of Accepance numb-K andexpiration date by the Mami-Datle Counry Product Control Section- 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entnr Test� per FBC, TAS 20-2-94 ►7. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 Ac 'anc c ".0; E' N RG1Fene,!Tar,cfn­ ­-utsoa-� �_7SA. 111, gr - -Wiudon-5andDoors-' Iareal 21) Lam, e Missile Impact Test per FBC. TAS 201-94 Wbit# Rigid P\'(' Exterioi Exn,u;ioiis foi along withered up drawings a�d installation diagram of vinyl slidwg door. ,� 3) Cyclic Wind Pres%= Loading FBC. TAS e (�­C= Z MISSOILE IMPACT RATrG: Large and Sjuntl _Nfissile Impact Resistant 7 glass prepared per 203-94 M , Lind ations: by Fenestration Testing Lab. Inc.- Test Report No. FTL- 8546, dated I 106: 15. -signed and along with masked -up drawings and installation diagrant. of IMA sliding glass door. prep-;F-_� -_715753409. -re-,A,ITME-S4. 1. See table I (sheet2) and table 2 (sheet �) forapplicable SOD unit sat&. design pressures. reinforcements types. sealed by Idalmis Ortega- P_ E_ (Test report rev. iced on 0 1,04 4 6 and 02112`01 by Fenestration Testine Lab. Inc.. Test Report No. iTL 6638 (iampk--s.�_- I t1im A-22). d xidAST",\ID-53'� vs�,ved b-; ENO'k*A to \'is:on m-ni,5,,on for 1,.,ellulo �v, - - g3ass types- sill riser (see tables B-1 & B-_..sheen 7_8) and anchor layout shem requirements in 11 then 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC andBrown coated (Paused or laminated) white R*d PVC to be Test report on 1) -Air InfdtM ion Te -;:t. per FBC_ TAS 202-94 2) Uniform, Static Air Pressure Test- per FBC. TAS 20-1-94 y Jorge A- Causo. P. E. 40ndirrd nuder-VO-4 �Vo. Il- 1111'el 11 19, 10- signed and sealed b- 010 71, 04) ftmler.vo�l �Yo, 1.1-0111- m 3) Water Resistance Test- FBC. TAS 202-94 8 Test Infiltration 14-0916AI Ti, Z labeled per referenced NOA's requkemem. per report on 1) Air Test. per FBC. I'AS 202-94 VS,;ku-1 to Kiii'arav.Au ueric: - 3. Egaress, operable doors must comply with min clear width or height per FBC requirement_ as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 �enfi, Glay 0� lem and Thiel lr er . expu-ms: on )7 4. Pocket walls under separm*approval to be revievLedbyBudding official 5) C)xhc Wind Preswre Loading per FBC. TAS 203-94 �!�ZC� f Ao -:.,ance {:eel to K 3) 'titer Resistance Test. pet FBC. TAS 202-94 0- 1117,i11 issv "ur,'Li-xv, A -rnc,:i I nr foT tho-v LABEIXG: Each unit shall bear a ptsinatient label with the nuandactuters uaine or logo. city. state and senes and following statement: "Miami -Dade County Product Control Approved" -noted herein. 6) Forced Entry Test. per FBC. TAS 2021 along with marled -up drawings and installation diagram of %-M-vl sliding glass door. prepared fissile haipact Test per FBC. TAS 201-94 '1 I't t Ulu ack-ai. lem- �-irid r4oi PVB late 'I$" 4) Large IN *1 I'la N' 4f e 5) Cyclic Wind Pressure Loadagpef FBC. TAS 203-94 W RE.N7EX%'.46L of this NOA shall be considered after a ream -al application has been filed and there has been no by Fenestration Testing Lab. Inc.. Test Report No, FTL 85 547, dated 1104.15, si and gued 6) Forced Entry Te si. per FBC. AS 202-94 f� A I E NIT N I'S char in the applicable building code negatively affecting the performance ofthis product se TERM MATIONofthis N0Awill occur after the expiratca date or if the*hasbeenare oi c %iSlOn 11agge in the sealed by Idalmis Ortega, P E. (Test report mised on 02,, 15 16) I 4- Test report on 1) _4k Infiltration Test. M FBC. TAS 202,94 along with mark v.. -Ed-up drawings and installation diagram ofvim-1 slid -;Ih Edirion (2014 i,�r FBC -6ll, Edinon mg glass door, epa -B( by Fenestration Testing Lab. Inc.- Test Report No- FTL 6337, (saamples A-1 thru. A-5), dat J C6,� I Fi� %tgned,k�seak- bv P E materials. use. andt-or mainifwture of the product or process ..\,fisuse of this NOA as an endorsement of any product. 2} Uniform Static Air Pressure Test- per FBC_ TAS 210-1-94 110,640. signed and sealed by Jorge A. Causo. P. E. t5tibinh7ed wider .\70-4 X0. 11-uittrt�.T� di7edJ4 Iu� 17 tie A n, L�l lllfac t t'. �qtf. for sales- NOA. Fadureto coniplywith ally 3) Water Resistance Test. per FBC. TAS 20 2-94 010 - 09) p E whou of this NOA shall because fxtenninstionandretriov3t of NOA. 4) Lxge Missile hnpct Test pet' FBC. LkS 201-94 ler �I, r lab cc,lYipl, AC DVERTISEIMENT: The NOAnumbef precededby the wordsNhami-Dade County. FloridaFlorWa. and followed by the 5) CNxhc Wind Pressure Loading per FBC_ TAS 203-94 's7 i 0,--, 1 C AL C RATIO. S P E expiration date may be disIplayed in advertising hlerature. If anypottion of the NOAis displayed, then it shall be 6) Forced Entry Test. per FBC. TAS 2021-94 L -Anchor verification calculations and structural analysis, couipl�* with FB -2014, done in its - entirety I along with nuakid up = drawings and 21lation, diagram of vinyl sliding glass door. prepared prepared bv PGT. dated 12110o I Sand last rn-ised on 0215, 16. signed and sealed by LXS?ECM0N-. A copy of this entizeNO.A sliallbeprmided to the userby the nianufacruter or As distributors and by Fenestration Testing, Lab- Inc.. Test Report No. FTL 8548- dated 12'04' 15. signed and Anthonv L.Miller, RE. tSubusined under.y0_4 No. 15-1210.01). shall be available for inspection at thelob site at the request o f the Building 01ficial. sealed by Idahm Ortega- P. E Crest report revLsed on 0 1,1041! 16 and 0211, 1 6�. 7 �1­ i ti N I S b d iii hv� r) (i o i F, R i, in f o i c ed L �'\I. I e7� p Iry a- cf! 1 CA -1 14 21 GbZini complies with ASTNIE-1300-09- This, NOA revises & renem NOA *2 0-04 29.05 and consists of this page I and evidewe p a ges E- 1. E-2. E- 3. E -4. E-5 & E-6 as well as approval docuwentnxmone4abmv. The submitted documeniationaras reviewed by Ishaq L Clianda. P.E. 1--haq I. c4auda. P E, 1-h2q I. Cha. Product Courrol'Univ Sup#r-riaor Product Control Unit Supor-ri Un:[ --nipti-, I-vt MAIN0. il-0.10f.03 N'0A No. :BOA N0. '1-0!0-* ,OA N;. ExpirstiosDato: ApH114.10!S Expiration Date. Aprill4,!0'6 Expiration Date: April 14.2-:, Ex)?ii,-Ition Dmp: ;Tlrill 14,:`jZ6 Approral Djit#:X1*rch 22f,.40221 Aff r o N -a I Da te: N La r e h IS-'. 1. kpv: e, V,? I Pate I E F PGT industries. Inc. CGI Windows and Doors. Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED NOTICE, OF ACCEPTANCE: EVIDENCE SUB'_\[[TTED N'OnCE gl ACCEETkXCE; EV1DEN-(-E $UBNMTED op Evidence Submitted under prtmious submittal E. '_\L4LTERLA1 CERTIFICATIONS (continue) 3. New Evidenoe Submitted 5. Quartex: Pali Super Spacer Standard complying with ASTNI C5 IS Thermal Conductivity A. D1;LV"TqGS 0.881 BTU-initir.-ft: -T. AST11 F 1-149 1A7}TR-Pa,%. ASTM, D 3985) Oxygma-Pass. ASINS I E A. DRAX%TtiGS 1. DrawingNo. 1M-55770.01kev& titled -Vinyl Sliding Glass Door NOA(LM)', sheets 2190 I.G. Durability -.No Fog -Pass. f.ubndhed under previous NOA Yo. 15-0409.05) 1. Draw= No- -Nf D-59'0.0 Rev B. tilled Sliding Glass DoorN`0A (LNJ)'. sheets I through 21 of 2 1. prepared by manufacturer. dated 10,'05-15 and last revised on 04 1-21,120. by A_ L,.mn Miller, P-E. 6. Quanex Part Duraseal complying with ASTM C-518 Thermal Conducti�nty 21 22' BTU --in Througli 21 of 21. prepared bymanufactim. dated 10,05 15 and last revised on 01,01:?, signed and sealed signed and sealed by A- L aMiller. P.E- ASTNI F 1"49 WWIR-Pass. ASTIVI D 1434 -Asgon Penneance-Pass. ASTNI E Note: This remion consists replacement of same existing installation screw with flat head. B. B. TESTS Air Infiftntinn Test. FBC. TAS 202-94 1189 I.G. rftrabiky-No Fog. ASTNI E A6 Dex Point Developuient -200F in 48 hrs. (5rtbm itled hinder Ab 4 No. 15-0-109. 65). 1. Test reports on: 1) per 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 7, Vision Extrusions- Ltd. Parts complying with PV C-AANIA, 303-13. Voluntary Specification B. TESTS 1. None 3) Water Resistance Test. per FBC. TAS 202 -94 for Rigid PoMinyl Chloride (PVC) Exterior Profiles for Vision Exti-asions. f td--NT-X-1 by 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic 11;md Pressure Loadingper FBC. TAS 203-94 A. Fenestration Exterior Profile Certification Program- 6ribmitted under _V0A Na 15- 0409.0) CALCULATIONS along vnthmarked-up dr2nings and installation diagram of all PGT Industries, Inc. 8- Vision Extrusions- Ltd. Partsconiplymg urithPVC -AAINIA 303-13- 1 None. representathre units listed below and tested to qualify Dowsfl '1191 and Dowsil 983 silicones. (.90whYed under .VOANO. 1;-0409 05) prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9 PVC--AAALA. 303-13- Voluntary Specification for Rigid Poh-�myl ("Woride �PVC Exterior I D. QT-ALfrY A SSU. F-4,N (1 FTL-7897, PGT PA15520 PXTC Fixed Window (unit 6 in proposal). dated 09-031,,14 Profiles for Vision Extrusions. Ltd A'EX-1 by AAMA Fenestration Exterior Profile 1. Nflami-Dade Department of Regulatory and Economic Resources (RER). FTIL-20-2107.1. PGT SGD780 Akwiinuni Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Prograni I 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10- Notice of Acceptance No 18-12177.14 issued to Enerp Fenestration Solution. USA. Inc. for E. -NL4,TERLAL CERTIFICATIONS CT3 2107.3. PGT Pl%,7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-10-2107.4. their -Tan 3040 & light shade (non-wkite) White Rigid PVC Exterior Extrusions for L Notice of Acceptance No- 10-0305.02 issued to Kuraray America. Inc. forth& > PGTM77620A Aluminuni Fixed Window (unit 10 inpropoial) dated 07,13,"20. all signed Windows and Door". expiring on 02 04.2L i "Trosifolt Ultraclear. Clear, and Color PA'B Glass lnterhkyers­� expiring on 07-c" _'4 (10 0 and sealed by Idaltris Ortega. PE. 11 Notice of Acceptance No. 1"1212.02 issued to EnergL Fenestration Solution- USA. Inc. for 'White Rigid PVC ExtetiorExtritsions for Windows Doors'*. 2 Notice of Acceptance No. 177-0808.02 issued to Kuraray America. Inc. for their "Senti-rGlast White) > their series and expiring on (( tear and Glass Interlavers". expiring on 07,04v-_23 Q C'. CALCULATIONS 1. Anchor anah,sis. complying with FBC 7� 02!')Si13 3 Noticeof Acceptance No.18-1106.10 issued to Vi5ion Extrusions Limited for tbeir-Bi,�,N% ti o < �wffication calculations and stnictural 1-1 Notice of Acceptance No 20-0203.03 issued to Enefgl Fenestration S-ohirkAL USA. Inc for C oared (Painted or Laminated) White Rigid PA'C Exterior Extirtisions for W`indoR Edition (2020. dated "22120, prepared by manufacturerr signed and sealed by their '-Bronze & light shade cap coated White Rigid PVC Exteilor Ent-usious for and Doors"- expiring on 0930,24. AntbonyLymn.\Wer, P.E. 2. Glazing complies with ASTM E 1300-04. -09. -12 and -16. Windows and Doors-. expiring on 04,16-25 4 Notice ref Acceptance No 18-1106.11 issued to Vision Extrusions Limited for their se- - MAR 2 5 2093 =3 D. QU.ALITY.4SSITRANCE F. STATE.%EENTS -VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Dooi-s-, exv='g on 1121-0,21. V'R/\ 0 omi MiamirDade Department of Regulatory and Econc Resources (RER), I. Statement letter of conformance to FBC Edition 12020). dated 04:22:20. issued by manufacturer, signed and sealed by e Anthony Lymn Miller, P E F. STATE-WENTS Review Assist, Inc. E. '_\LkTERLAL CERTIRCAT10NNS, 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1 Statement letter of conformance to FBC 71 E(fidou (2020). dated 0221101,11- issue_: Virtual Review completed and approved Qj 1. Notice of Acceptance No. 1"30-4.02 issued to Kuraray Amerka. Inc. for their 041 Sain-0. signed and sealed by Anthony Lmu 13-fillef. P -E. ManUfaCtUref. signed and staled by Anthowv Lymn Miller. P.E.Plans - - io for compliance with the 2020 FBC 7th Editifn fn "Trosifolt, t1traclear, Clear. and Color PVB Glass lnterlavers7. expiring on 3. Pritrate Labeling Agreement documetir between PGT. dated 03:30,15 and signed by all 1 Priv-ate Labeling Agreement dated 01,0&11 between PGT Intimthes. Inc. and c 6 j by Debra Anne Ktahr PX2300 0TOV24- iuvohxwd parties. Windows and Dom Inc_ signed by Dean K RuarL P.E.. V.P. Engineering. on beh_17' c f rn 2. Notice of Acceptance No. 171-0808.01. issued toKurat-ay America. Inc. for thm "Senn-yGlast both companies < (Clear and'Wbte) Glass expiring on 0T,04i23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated Laminated) White Rigid PVC Exterior Extrusions 1. This NOA reuses 'NOAR 11-Q4.10.06(?VTw-'CGI) and updates to FBC 2020 (717� Edition). G. OTHERS 'NOA (Painted or expiring 04w2 1 , 21 1, ThisreA*es & renews NOA 20-04MOS (PLAw,'CGI), expiring 04:1*26. for Windows and Doors-. expu-ing on. 09-,30,24. 1- RER Test proposals #19-1155 dated 01 °1020approved by Ishaq I ('panda. RE. expiring 2. The cunrat associated PLA CGI file g21-0205.01- expu= 4 14 26. - o CZ A. Notice of Acceptance No. 18-1106. 11 issued to Vikon Extrusions Limited for their 04:14,121, series **N'E 1000 Tau 202 and lighter shades (N.-o"lite) Rigid Cellular PVC T LL1 Exterior Extrusions for Windows and Doorsr . expiring on 12,129121. I-hstq L (-hands. P.E. < (D Ishaq L Chandi. P.E. :77 I;haq L Chanda. P.E. Product Control Unit Sup#rvisor Product Contmi Unit Suptivi'lor Product Control Unit $upervi-.or NO.A. No. '1-0204.03 NOAN-4. ZI-0220F.04 Expiranou Da te: April 14.2 .0.'6 Expiration DateApril 14. !0!6 ExpiratioaDate: April 14,1016 Approva[Date:_Nlarvh Approi-aiDA-to-,-Nl.trch.'S.!O!l E4 SHEET NO. August 10, 2022 I PA 1A MIAMM MtAMI-DADE coUN,ry PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cv,1-0-0e I. S,X, I'LC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTJCF� ()I°, ACCII-114"VNCE: 1°,A10ENCE SUBINII I"ITA.) NOTICE OF ACCEPTANCE (NOA) www.migmidade.poyteconorny I i Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 1'­s 101. M F RNI ITTEI) (rlS I)ER P1 I-A101, S A[111t0VAL 4 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRA\N ING,-, Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I nJ 1. 1. Drawing ,Vo. FD4612, tilled "Precast and Prestressed Lintel Details sheet I of prepared by Craig Parrino, P. E., dated Alarch 24, 2003 and DrcnvingVo. LT4612, tilled aw . 03 24 a;,,(i 1)� I 1 61 011CZ1 "Ca.\1 C 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing i SCOPE: "Cast -Crete 4" 6"& 12"Lintel Safe Loud Tables " sheets I through 3(!f3,prepared b_v !,,ad 71J`)1cC' �h,( T� i;,ro1v•,,!r1 3 1)� 1, revi��(;ii LT4612. titled "Casi-Crete 4", 6"& 12- LintclSafe Load Tables" ' sheets I I - I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated Alarch 24, 2003, last revision t1l dated April 28, .1003 b(ith t1trougit 3 qf-3, prepared by Crai;g Parrino, RE, datedMarch 24, 2003, last Parrino, I on IlN, I 1.1. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control t1ravvings s igned and sealed by Craig Parrino. P. K revision dated March 11, 2008. all signed and sealed bill Craig Parrino. P.E.. on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. (AHJ). 1. Test report onfle-rural testing on 4 ". 6 12 - Precast Concrete Linlels Filled and B. TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled .Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared �1.( ULA I l0*.1%,S Section (In Miami Dade County) arid/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories. Report .fro. 30404-A, dated(14/10103. ,signed and 1. None - this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Chrislopher.4. 11amon, P.E. C. CALCULATIONS P Pal-pmo. P i" accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALC!TATIONS (,)I A!A 11 ASSI-RAN(A this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cam -Crete Lintels, dated 0512 9103. 207 pages, prepared by Craig ", I I �_ R; fails to meet the requirements of the applicable building code, Parrino, P E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 11! 4 P10""11 ld J. B)- Xhaini-Dade Counti, Department ol'Perntilling, Environinent. and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05/29103, 140 pages, Prepared hY Craig R 1. X E I? F I F I I' I ONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by ruig Parrino, P-E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIPTION: (Cost-Crett ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: J. None. R L Quali�y S�yslein Manualfor Cast-CreteMachine Made Precast Lintels revised 1, V', �41(iicd APPROVAL DOCUMENT: Drawing No, FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 2002 F. OTHER tW(V, �f Oln ('re:c dot(14 4 1 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" L Leiler.1ront C(ist-Crele Corporation dated F bruary 03, 2012. signed and sealed m)i"?pNV?( c 11 "th (hu I-Iol 1ti�; "L'i" 20/4 P&Ii(m Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Alanualfi)r Prestressed Product-% dated 2002. by Craig Parrino. P.E_ ceriiiving cornpliance with the Florida Building Code, -7010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 20all bearing the Edition. 0, I.V1ill "NCE, SV13NI(1) NDER PRII'VI(A'SAITROVAL 4 17-OS21.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 08-0320.09 A. DRAVV I NGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1, A- DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino. P, E., dated March 2 4, 2003 and Di -roving No. L 174612, tilled 1. Alone. It, I ii"S'Vs "Cast -Crete 4", 6"& 12 " Lintel Safe Load Tables", sheets I through 3 ol'3, Prepared by VO.'?L' County logo. Craig Parrino, P.E., dated March 24, 2003, lost revision daledAlarch 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been tiled Glad there has been no C T ALC (ATi ONE: change in the applicable building code negatively affecting the performance of this product. B. TESTS L None. I fore TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS 1). QI ALITY �SSURANCF materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. Al'one. - product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 8) Oadc t mint) i )e"'14 111 Ih ti ii I o f Re,"uh vi; I oaom Rcvo?m tRl,.I?j any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE 111. NIA'I FIZIAL CERTWICATIONS ADVERTISEMENT: The NOA number preceded by the woids Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade Count'i, Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literairure. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. 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 F. MATERIAL CERTIFICATIONS J. None. r:rrdct/.(Ifer Ll ilh 1/71, 1,iiwida Pllilditl,,, Codc 20/ shall be available for inspection at the job site at the request of the Building Official. 1, None. i r t t1,NA, bl'. d M Ai..Qtki SCOI(I'd i)lI'(. PE This NOA revises NOA # 19-0130.14 and consists of this page 1. evidence submitted itted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. �imy-A._kalka_r, P.-E,, M.S. 4kC�Aelmv A. Makar, P.E., M.S. 1101w, Mal�ar. The submitted documentation was reviewed by H;my Makar, P.E., M.S. Proaluct Control Section Supervisor Product Control Section Supervisor Pro(411Ct ( (,Jjj . 1-()l A A NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 N* 0.X No. ".0- 06 3 0. 1 VILAMMMEWCOUNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Daic: 00,'l I/Z023, Approval Date* 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 A D111c: 0S.,20 2020 Pagel E - 2 70 > 0 0 =3 70 0 CL 0 '6) ch Q -0 _0 0 0 0- = .0 LL_ 0 to 2 U) (3) (3) 2 Cf) C:L .0 C/) Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None. B. TESTS B. TESTS 1. None. I. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. Alone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miaini-Dade County Department of Regulatory and Economic Resources (RER). 1. BvMiattji-DadeCounty DepartiticjttqfRegiiiatoryand F;conomicResources (RER). I,. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Leiter with the Florida Building Code, 20 1 Edition. issued bi, Cast- U) Crete USA, Inc.. dated 08108117, signed & sealed by Craig Parrino. P. E. Crete USA, Inc.. dated 0810&'17. signed & sealed by Craig Parrino, P. E. cz 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Leiter with the Florida Building (-'ode, 2020 Edition, issued by Cast- > A.Ct DRAWINGS US Crete A Inc., dated 06111/20, .signed & sealed bCraig PiP gneseaey rag Parrino, .L'. C13 0 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of > 1, prepared by Craig Parrino, P. E., dated Alcirch 24, 2003 and Drawing No. L T4612. tilled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I 0 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, on January 22, 2019. B. TESTS 2.5 0 L Alone. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE cn 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Virtual Review Assist. Inc. < . 1None. Plans Review completed and approved Inn compliance with the 2020 FBC 7th Edition F. OTHER by Debra Anne Klahr PX2300 1. Article of Conversion for a name change. Cz W C>fiellmy A. Maker, P.E., M.S. Helmy A. Maker, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/1102023 < Approval Date: 08120/2020 Approval Date: 08/2012020 _J E - 4 E - 5 a- SHEET NO. August 10. 2022 PA 1.5 I _T_ T1 Ll E 4 � ��< > Im il, TILLIT TESTING & ENGINEERING COMPANY VFAi7--- 'THR A ii[L_ff,_jj., P.E. " —'---- - 131te'DoVia"-corn m rx. LArma., " I FL :.A. LN­N,, xftllY PRODUCT -EVA-MA-DON REPORT REPORT NO.: 2W20.01 DATE: July 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProllectlartProAmil UX 4800 S.W. 51 Street Davie, Florda33314 TAPURPOSEEVALUATION: This is a Product Evaluation Re,pl Issued by Walter A. THIlPtI Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1 D of the Florlda Department of Business and - Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Sulking Code charge that may affect Its limitations and conditions 2.EVIDENCES111101M.9TED; 2.1. PRODUCTf-VALUATION DOCUMENT tP.EJ),I; Drawing No. 20-111761 titled "20 GAGE GALVANIZED STEEL STORM PANEL", Sheets 1 thru 26 ol 26 prepared by Tifteco, Inc.: signed and sealed by Walter A- TkIlit, Jr., P E.; dated 07128/2020. This drawing Is an integral part I Evaluation Report. ,I,11NA.TAAII6,j,I ,,%%' 0 "', .....-kil"'N ,-- " . - '' 5 : Na. 44167 _: = I �_.z*j - S * . * * Z. ­­ -= ZOPIDIII �r `Np� ". . , z*z LPS " .. _�,, .� , I 055 NW ;loth Street, Suite 305, fi&ami, Finrida 13166 - Phone: (30.5) 871-1530 - plt�,,�Wxl "".'".111174f, ITT I I IMMODUCI-INIAL WdIM.N.r'CxaRT' Nr1 _IQ*ZZLQI 2 21, TEST REPORTS: Large missile impact an fatigue load tests were performed under Protal TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, fric , Reports it 96-569 dated 08/Cg/19�rgb, #%-570 dated 0908119915, 096-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, FI Fenestration Testing LaborstM, iric. reports # 2032 dated "11611998 and 0 2126 dated 10/05/1998 witnessed by Gilber Diamond, F.E.and Report No 0219.01-409 dated March 4, 2009, signed and sealed by Edmundo Largaospal P.E. and Henry Hattem, P.E. Tensile test report No. IIICM-197 I QPC Metallurgical, Inc., dated Ma rh 13, 2009, signed and sealed by Frank Grate, P.E 2N,3_STRUCTURAL ENGINEERING CALDULAT7. EM, On 20 Gage Galvanized Steel Storm Panel III maximum panel length vs. -design wind lead, as well as maximum anchor spacing vs, design wind load and panel length ll on rational and comparative arall onri in accordance with soction 1FIl the Florida Building Code Cal�ilatonsprepared byTitteco,im., dated I 1 III and 03i12/15, signed and seated by Walter A. Tit l jr_ P E 3-_ASUZ d-PACT 13 NC,F-. -RE$ - - TEA Large missile Impact under Section 162a of the Ftorida Building Code, as per TAS 201 Protocol: 4, MND LOADS RE$1STAN_C_�_ 20 Gage Galvanized Steil Storm Panel has been verified to sustair wind pressures- Maximum panel length shall boas indicated on sheets 8.10,14, 15. 16,19, 25 and 26 of 26 of Product Evaluation Document E.D.).drawing No, 20-176. Maximum Anchor Spacing Sill be as indicated on sheets 3, 9, 10, 11, 14, 15.17, 18,19,20 25 al 20 of 26, of Product Evaluation Document (P.F.D.), drawing No. 20.171l 5, INWALL-LATIO-N, Installation shall be performed strictly in accordance with details indicated I sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product EvaluaWn Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8.114, 116. 25 and 26 of 213of Predict Evaluation Document (P.E.D.), drawing No. 20-176. '0 "Ari"'i,4114111flohirr, . S ;k T14 11, �X - ... 41, N 0`!i�� -­ ... V�% . j?:4V.-1' \-1_`PENSA"%.. % . . - 1 P_L. ' S .- - -if :---Nu, 44167 . - . - I � - A _'I * .1 V_44� s !V_ ' . = - ,= "o .. STATE OF - EN .. V<-!, $. qt,' r.- . I 11 " TV I "', S , * -1,0�, "", ,,,,,)rjP,,l "'IN" nmj.11,00 I GENERAL : 0 J' . II TI "tuts" STI-4. 09 "W"IT CL "I '4141I 5--__ .POOO oc�om EVE rc�-,� - �Iq N" 1M=.9QR11[_ftA= CP`--TW1 WALL- MiCIPPICAS SkIPPAILL IN LONG DAI TO RILAL'�- PIPE PAPPIN STM,kTUVIE 5FININI) S�-�" ."Nii, I S701iiii ONVII 1-31404 ON IMS PRU(NPC* CYAWATeN WUMENI PFrO) "�' IIK1% ­11I I`001 COLMUW1­ NIT .*---,*.WA 5,0;1 9E AS MENTIC)TAI . ,; , ) AVIL, in IT 2" 11CONDANCE W-- T-C 21320 ITT. E>1*%, OF 7.11 FLDAVO- 1PNkr1NNG CODE .C; TC_oEgERW._El ._,NN_ IeLW" lr'_:. - , •_ i.= Mlpt.. I DES POPPINAD .!I--- SAIL I DMITTANPI AS P" SECTION, -"I OF THE ASLiNt wNl ,'C". - 4/.-* JAPPINCON &IAIC�� AS %AAVjFALTVF�Q BY � I TIT PiPPLEC, P&,C FC*%4P1TAJD SPUD AS INV.4I in TW APRILS04:1EPLAT WKJW III VV"Pl *%I PE I%7A,LF,' AND - 114-10 PAWELPANTE FICAIPPI C AIV) FAWEILPAAW FLJ5 AKL3=,TNFV, AS LwNi,PTVPAkruREr W, r1ro LON-siIii,I, fvxwts FfNPIA L"M`rT%E1%PA_FO`F`#jC1OR Kd.OEE`, OSINO ACE 7-1EI 00 !PHALL NOT FT)n'IPV VNIT '"N"AwA, (Ajo3 . 1/4*1 LAO SCREWS I 4 IMS Yn ,N PRE-SWIE IPPLIVIONOS hINULATED ON S-FE15 1 TWO 12 14, 15, 16 14 A _X1 - 7/16'. . 5/8* ,II EiVis4il T, .SETIM-tz int ANI Fspi" SzAL ii- PILLIAL I -* W. T PIT V , P,io IN ORTXV tZ NNERIF" III ABONPI CONDITION.LILTIPPLAn OF" WIND, LOAM DiTnTIPPIKE) P" AIICE 7-till, C • MINIPWI10 FINNINCOIC41D V`Et(TiTtAINDN INTo 000I CV -..ft"7,N AW,WA- q­NAA, TV P 1p- NNE: 2' FI FL76 PA�PPL.VANPTL ITI SIVALL I FIRST REDLIPCED TO AS D OL'STI 11PINIT LOADS IJY "PIPE YIND INTIEM Fly 0 6 IN ORM in COWAPPI TT411% *�' W. 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IN . 5'A;sxTI Nq IT. ) 1- 'Sit AVIENILLI Q,r l I,VIIVrU,I I'I, L_ -, 'A 0,��?�,, �SEX W10VIETPU 04 I sPI A TTPwT"_ 0) , "!*Ti NP ­�Iiii,, 0, II 6 TVNPND,iC,-� III 5.fVTS I P1,110,P11 0, WALL MOUNTING QUKAHQ-.ELQQR MOUNTING BUILD,,, ALTERKATE B 111111OUNI I SECTION I SECTION 2 Me4j I Xitr ""PI-1 !;rAL- 3"p- SCALI 3/11- 1-1,1 Ve- L I I I : ; 1 ;1 -, Z E.D.- EDGE DISTANICE . �w a I � (SCL SCHEDULi CIN 4NP � "D", ,oPlANIPPYNAI r I : � - s,iPEE71 0 'T 4) I 0 ! TIT NASA I I -.1r1.`l i �i , ; 40,� (( VW 0 111 �0TLMFi_Q2V1I%&DDh_2_5L_T?QN� [ - , I � �2 1/r .L :� V I 11111%, 71j* & 1401TVAPA 1411<001`171114C�5 CM I ; le : � 0 ...... III I. C(IINPIRNIFID IN ANY WAY -10 Su" ANY I I- .01 V_R A "Teal, . - EX, TWO"IDUIRED - / 7_ El -.,. s - ' . FLORIDA 81,11ILDING CODE (High Velocity N.-TIF,ole Zonil U _,.DFrM _3 A'_ AT . � , ED 5*1 . " �, 7 �. t cWX Film. - U)JI 2 , = 20 GAGE GALVAM"T STEEL STORM PANEL I _. I I * � -_ . I .: * j- __ -, ____ ____ . il ­�- !=-'11__ i, _S 'P _-� F, . 5�_ ' \ 110.1. C TV �_ i GLOBAL PROTECTION PRODUCTS. ll v/.wars" , KID _1 . ", :.,r"-�, C, '�_&A­ -- . � � -, jr - , - KID _ �_. - . 11LIECOIEPIC , AM ST. ,I 5'.PPW ;ilii� _� i , e - M.A Itst.4 411, 111"No'N'[1111PING GOAVITNTY I , CEIIJhrG I,P,Q jf.QLOOR 2UNI 111�,,�P. � , - '. i , ii� L . �, - e - -4�-,.� � ­�_- IN - - - — - - ANNiI EiSA)W&P -,-, M.Xiiiiiii-M, i SECTION , _�V, � 20-176 - 1 APPIL � , ­� - P, '_ ­­ 1, ,NTF;I�t __ •- ,A , firn . -.711 N� . %oNA,LWAPAff ANLYE" I "I . r. I fl,"1111. � I NA"IT, I , I i - I I I- - - E&QDLC1XItALtjA1=_8LI!=iti_Q ,litwill - -6.. MATE RIAL-CINIARACTIERISTI CS AND SPECIFI-CATIONS, Shall be sti-Irgy in accordance vIiih General Notes and Compononts indicated On sheet 1, 2 and 22 of 26. of Pfodul Evaluation Document (P E D.), drawing No.20-176. Anchor Specifications shall be as indicated on sheets 1. 7 and 21 '-if 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OF USE,. 7.1. Shall be stricity In compliance with GiNerisliral Notes No 1, 8 thru 14, indir-PatIll an sheet 1 ci' 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P E 0-). drawing No. 20-176 prepared by Tfliew, Inc. and sgriM and seated by Walter A Tillit,jr. P.E. T2. Product may UPI installed within HIGH VELOCITY HURRICANE ZONES as crifined on section 11520.2 of the Florida Building Code 7 3. Product "all only be installed into poured concrete, concrete block, and wood frame Structures Product Evaluation Report prepared by Walter A. Tillil Jr.. P.E, (Florida License No. 44167), President of Tilleco. Inc. (Florida CA-0006719). "ILOWPIO", ,""' > T)44 ",,,v,s ,"�?, .% ". 11, - "... /.,k- Q` , 159 � - '� " , ;o zi�..`,,�cEnse, .. . , - Z : Z __ - = - - -_� Ixi -3=A- . = - ­ = .* '. , * **= ­ ; , . . r , -?��,-,r- A-S, Z �-, STATE Of ' -*Q� - 6',;� 'Ne_ _ rS . . , .. "... - -, (�� 'I",111.131011i `Iitv,"'L" . .. VVA'rPLL DiTIL'rECOAOMONREI--ORCSIP.E-REPORT 2C%GLOBAL. PROTEMO'4PRODUCTS 1-11-Ci2iflGAGE G4 VAINQED STEEL STCPW PANEL; DIRM 4 2UI74IR5,AcTrRT #20-GrI&ETi I 4 dFECO INC. TILLIT TESTING IS, EN01hielFt1r46 COMPANY __ ____ ­ --- _ ___ -----,-.-,--- - I% �, r IE i I - f! , -, L, t'ILeC",&WlLCVPTV PRODUjO ENT ,,, I r Z_ N' 4A 6' - F_ALUATIQNJ�Uil IL'- LT,miI Aft'll REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GIghall Protection Prieductlil I 4800 S0, 51 Street Davie, Flonda 33314 t PURPOSE Of-EVAL-VATION; This is a Product Evaluation Report issued by Walter A. T1111t, Jr., P.E. (System IV # 1)06) to the Global Protection Products, LLC Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Regulation This product is being issLqed an Evaluation Report as described herein. and has been verified for compliance in:accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that ;he product is for the purpose intended at II equwaient to that required by the Gode, This Pioducl 'Evaluation Report shall be sublet to review and revision in case of a Building ;:ode change that may affect Ill limitations and conditions 2._EVIDENCE SUBMITTED; 2-1. PRODUCT EVALA)A � T,IQN ., DOCUMENT;P.E.Il Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', ,,,eels I thru, 18 of 18 prepared by Tilteco, Inc„ sign,FA and sealed by Welter A. TilfiC Jr., ll dated 07127/2020, This drawing is an i/rit�eCX'11%.,li.i.l ­­'.I.ii.l Evaluation Report .,TRk.,-..,, ".�. �. " %. � ., I _7 .. , -1 - - -- *1 167 '. t -:? 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I - � I F I f r I . 1 - - - I .911=1..:_11 cow"En 0A " � - : i 4& 1 : I " "I '", cowITIETT 111.-� � CAU C ( PLIM � "Im"I : i E I S jFW_ FIXA-1 F. I � _�= ; . - ifir ; � . t14f 1,1E. , CA5E D (PLAN) I F­ _. . ; � I, ,`L`w.QI __ - sr"NiL 3/,VI f �­ I! d:0V`LTPN"L B.,11i], . � -, - -- �­C4 f . P r ITIEWRIF.D . I ­i�` - � i. I I � __ 11 I � r;: .:,�'! -1 — - I= 1 . � V - =T?;Xla l _�,�_� 4 I-., I A= , i �. P, oft PFoIa'#= - I : I ' - S" - - ." =I.=" - - .. ,III AV ­ftri . I � 11_11`0 J, _qIw -f-CRFIT -1c'n ' ' - r' 4 ­ ". ! �,�,_z .N"i I I % 4 E IN, Yii 113I � ..,�­ 2 .,,1 . :1 71 __ I I � I.-cl-, a I -I- I, . ­ - I i I s'NuE's 5 A s, 1I I BUILD OUT,_MQAjWjHfa I I 1. - - -M-11 1 __ - -- , I r 5LIft �_ =91-11-2 " � SEAEF 31,­' __ PANN �`Akl - � - I I, .f �! �r'_ ' I _=-1,.1 -- .. - # . ___ !I- I - L" - `,C TV �",i 5 F, F-13 - El "W"A" _­­ T`­1 A, iv TuEE ON I' . t SIEF �1: ,,T-� - �. I - I I'A ,�� ��F _j__�.FjNW t,V_rNG $ItNccb I � - "KI'M PILATE sw-lp I . I IT,, , - - -, _ � " � - " 'I" , , " , , , - / ----\ /­ sl:.,F 3/19-, : : .1 " " \ I/ I "I I . 4*1111, 541PAE, : ­ -1 -I � -, -_ .11, I , .F. -, WIDE . vNPL,­ . 't�P' i F7,7777--� —_, I _51_,:L&24!j \ � ; I ­_� Tus OA 1, , �AN-iTS I I c . _-_____/ \__/ I _J I - i I � ` I "II LIA, 71ACER . . - ,kN 9E ! I TN"- Is"FiN I : ,,IT ALTN�-X'Iv51 1 t - . ­ --- �� I 1 � � 9A1F_"F_1NW I . fw 5�­'­ t , - � I ',11­` - - �I I I -_ --- ­_!�� I - . 4 4 I -; " . I I - - P, �, .1__­­­�___­. .�Is`llc p1l �L�, - :��, - . L" 1, - - - - ­ __ _& ­ - ., , I IV _� ­­ - - I I - I - FLORIDA BUILDING CODE l VI-Iocity H-1cor. Z­ii - I , I --:�� - �, _� --- - - :171ciPTI �" - � � � - , �,�� ,,�­_ 94C ITIDE — I 11i, .., rl.w.ftlr III - - _ � I z . P,I STEEL S1, I EL - 1i,PV . A A i ., . �� NIVOL"PiLa � . z ', r , , T. .1 � 20 GAGE CALIPIA jqA`[ PAN � ir.�.,',' :,1 1 41 =jl0tL_X=X . - � ....- 1­ -----.--, ­ . - ­ ' � ­ . � ... I I "CA11 1119­" c I �i AI 1--:_­ I LIC, VITLaLIT.VT I I � � _� - r v _, I,I GLOBAL PROTECTION PRODUCTS, EA 2 5 ' ' - .1 :. 11 z. - , � , 11LIECO..7 " ______ I UlAill.- HACI REQUIM.AT TOP OR , IIr __ ITFIX. 11 1: T"Pu I- . I , , 1. '. . � I- ,­,Zelz�� IITI�I& CkFm �m"cowWv � OL 1;�I� ll 60noll TRAI ADJACENT X0_S1UCCDjnk=__eANPS .1 Iiiiii.. ANN, . . )NA,_VAiAAL1u1AA TVVPE ENNIA)"t-"As IN, (IPNV,AN%­,tNnI 2 i 1. , - --)-I.-- - �­ - 11,,1 - i " " . I - � __ - - �_OTNW` .;. _. - - I " ­ L - , 0 , : - ,:�=_ 1 - i M. I � '"'I N. . I I � . ,�_•T., - ..K.,PPATT NNNATER A I,ir �_ .x :!!, - -_ --- -_ -_ - 1,,,� # -, , I - F251I - I I I X�-l!I � _La -i 'I ; , -. j), . 2.2. TEST REPORT �'- Large missile impai P I I � I �­! , � ,_,TiPJOI"��GTD 11�4)9 siandard ab per Section 1609.1 I ,ii , 1,, Urn,'cTrim static-, loads as per Section 1709-8.3, p - - -' 7, L � . .. -,�.­_­aIred bV American Testino Lab of South Florid, 1, - '.21 IX,2 viriilnc.sE.ed by Njlllinrrn R. Mehner, P.E-, F ­ I . I . ilaltivm, P E. anc Report No 0219,01-09, date - . , , . �� t 1, I-t, ly F d - .(! anti sexier ' . r u f,j Il Largaespacla, P.E. � I ; - ' ni F I_ Large, misil i,irl and cyclic. loadings per Proton , ' , I _ .1 r- _''.I i a,, per secl I 13091.2 of [he Florida Building Code Test I ,..,-,-v-d by Americw) 7,;sliag Lab o- Soutti Fonda, Report No 1123.01 ) ,-;" !__> Pber23. 2010. sign and sened byii.i3o E, Gonzalez. P E_ Tensile test report N -I' 1 ­i 0- _)C iMet3-11urgical. !rr_ dated Mitch -I. 2009. signed and sealed -. Ill Grale P E, as opi ASTM E-8 and Tensile Test as per OC Mcllanurgic,-, I'?--- *-4o. 1 0KII 1 3 ib. dated December 1 2010 rOgned and sealed by Jerry �r ' L .;. ,' _E as. LiNtirASTrvI 2.3. STRUCr IRAL T-NGINEIERING CALCULATIONS: On 24 Gage Galvar , _­ I StI,"_1 . , , I _o!, ir-A i,,r n-, ., I!.. , ;,,oiriel lenqu i vs Lili;it,il wind load, as well a ro y If, it , - -i ­- •:pacinl . , . !7; wird IcAd and pal length based on ra > I J,ive ZIEIiflis[.'. ."; i in accordance with section 1604 of the I -, -. I ; -i ,� '!� , �, ,� r ?' -li!��1, -�, prepar,.I-j by Tijil Inc.. dated 12118,110 . .. i � I ,;� - - ! '' ,- r, _ , mi I _qned and iiiii.aled by VINialler A Tillit, ,J,. , P.E 3, MISWINIE, IN RPV014,"T RESISTANCE: Large mtsite Impac - ;;-,Pj,-; zt,-_'l'­I 160t4 1 2 o; tht t :.I ,1 Building I as par - SSTD 12-99 Standa -ji-vil -1 ,_ c --.-, 1 .1 - 4. I , WIND LQAU : 'ri'S,IL-� ! ANQ E, 24 Gage Galvaniz : I, t3l`ITl tV_jS I,1�Fj &1,'O�'lflclfj tC. .aIjl�l,jrrj WhI , pressures, MaXE1111.1,11 i[,.tl -I I-,,.'1�_-ti-I sll;ld hl:, as itrltr,all on '01"l, "i to 10 11, 12 and 17 of 18 of F! 1 It(,! E,.. iLI n D,,-T1Lint .,4r,l 1P E U drawing No. 20-175 Maximum Anchor $I ing -Juill Lt. >,lif-.-j"l -t4 ,jif ,L -, , 1�; N 5, 9 I(). I 1. I ' -, thri X and 18 Ca 16, of PrTL , -, [%aluafi-­ 0,�cmllv , IT I iP EAD ). drawing No. 20.175. Galvanizer24 GagGalvanizer� 1-' - ' rijrn P ­INal has rIet-"L vi�-!rffied TIC,; Cede "ir,Ii_Aja9t;e Ito work as a non-porou 7 , , %h,ffier 3SS;?iyjbjy, at, l i�STD 1"2444 !Jtaris:lard fSoLl F% N1.k.Ii11QNL1RFtQRr_N0.1 "A S. INSTALL,ATION: lrI_-,tV*iIaI1T)T--,,�,l be performed stric*iy in accordance with dotaiis indicated on ,;hl 3 thru A. 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20.175 Minimum separation to glass shall be as indicated on sheets 3, EP, 1, 3. 1415. 16 and I 8 of 18, of Product Evaluation Document fP E-D.), drawing No. 20-1175. 6. MATERIAL CHARACTERISTIC$AND SPECIFICATIONS; Shalt tie slrir,Uy I avc*rdance with General Notes arKJ1 Components indicall on shoet'l and 2 of 18, of Product Evaluation Document PPP E.1l drawing No. 20-175. Anchur specifications shall be as indicated on sheet I of 18, or Product Evallubtil Document (P. E D, It, drawing No. 20-175. 7, LIMITATI011il ANQ_C_0NDIR ONIS OF..II,ifft; __. 7.1 Shall ,.To strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sh--4el I of 18 of Product Evaluation Deruril IF' E D.), drawing No 20-175 prepared by Till Inc, and signoo and Sealed by Walter A. Tillit, Jr P E 7-2, Protium shall not be Iii-Aalled within HIGH VELC)OT'll HURRICANE ZONES as cefiled rn se,cit ITZO 2 of thy, FIcIrl Building Code "" 3. Product shall only I installed into poured ,�;cncrete. concrete block, and wood flame strucluir46. Product Evaluation Report .1ftipated by Walter A T01i! Jr. P E (Florida License No 44167l, Prn*iOent ofTilteco, Inc (Florida CA-001fl Polkilini"ITNito 'IS". I0 .'I,t�, Q11%N.4 , !iiIIr .., . . I.. , ", !N�- s, - Q - . _� 1. � - ­ . . - I . I , -_ - . a - __ � . . I r I - � � *­ - * : * H __ � - _ . - I WAT--L 1 -C'. C Tar 1: .. R7 Z ' TI I. 4_11?II AILEUDPIDZ� I � L III -L �T ,,-., C, �A_ -, Iff,'t�krl_l 'Ele-II-�7-- , , il A C� Z ­1 57,�R1VT-A1NVLL­)R'&(',iN �I) 1-11 �E,F'QRT#Z0-(,7271l I'i-ll�tl I I C,41VANIZEDA � ­ . I� ,� -,,,�,, ., - , ­,,$ ,-v.,,,�''­ ,,�.,,,,� ,� , I 11 T'110111"', Sj � Ilw,l io. ­A/Ii' _'! ti�, il 1 r'. ,� - � * - 6, _. ­l - - - - _`­ N - � " - �'_" ' - q - - - ---'IV, ti, � _._, � - , - . � - . - - __ - - - - - 4 1 0 __ - - - . _0 - - � � - I - __ - -.1 D.1` . , . __ �1.1 1, . 141­ I , _____ -_ - I I - 1 � I I ci, I I ,s !v I I . - . I _ , - � � I - ­ . � � , I ,-v -- --V - - 'T" T � _- . I. 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Is CfW_'P.tL: RISE- -NSJAuAI,0N AT WAALS A, - No 44167 I S 2 : � = SdRTACt -_L'A�L VARLAI)ONS WMI'M ,!/ - 2 V, 7 * : - - . � * �� Igh Valocity Hurricant IFLORMA BUILDING CODE 'No- H zon. i: I - ,'L Y ,� - ,�­ ,%Itm - 24 WE GALVANIZED STEEL STORM PANEL I �CAL[ -,,,.'eI' `S� 0,-,. *"kGAI0, f,_1•I m . .,-, %,_'1s1 .U0I� ' - I --- ---- "D"M G"LOBAL PROTECTION PRODUCTS, ..C.iI 1-i-,,I.". 1,11.Af -UP - a .KL*- 6C6 �I. ! I,� �J!" "" - ­.t=-1".r_._.I. ITO. —m. DINING ­?W_75ra, I...,__AJat 20-175 �' - ___ -c sc,Les".t1XK,(L.'T I A.G­041iI`fill. -1 LI, „.,L �­ — - I �!- F__ - .- ------------- MAXIMUM A.S.D. DESIGN PRESSURE RATING L2.s.f.) AND CQRRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM EMEL J'�_ INUALL&I-MIS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL ON57ALLATONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS $3 a 7) VAX- A.&O DESION "IMUU AW"Oft SPACING MR E.D. - AS SHOWN ON SHEETS 6 & 7 AINI ALTEAKI VIA"I VAPCON LAG SCREW I PAkELAAATf FEMALE 0 — PLUS WOOD WOOD II PSF I SSJ*E (p A -I ) ,= 01 ihow I=` _L-1 (It 13- 13' Ir is' - ,3` __ _ __ IV (w) - �-----I" ___ __ I�_ __- 13' !�___ "! ii �_ ­ -1­3. 6 1J2' 6 1/2' _ - 6 '/V 6 112- 70 criIp, 8 '127 I 9, - 6 1/4- a . 12 I/2, -_ - - , . 8 '/-' _ - I ­_ __ 2w (Barr, •*� . 3w (TOI 51-C LESS - ". - i;, L 8, 0, .. � - � 6* . J* (aorrowl ------- 1I. Is- 13* ,3. 3 1 1 1 I - mon - I .41. -45 Is. '3' 13 . - 13, 13, 4w (13arToAt) . CA LE _ . _ _ 13_ 1_ i3* . — -w - - - a I/;- - - -.* vor. I* ,purp.-I 13' ;Y I 3' j 6' - 6 1/2- 6 ,!.- - i 6 112' � - - - 6 '12, �w MP; _ - - . "--O- 4 I 12' - - .- - - I - - 1 j2; 6 - � . � 1* (11,11, . TO 14'- 4' 6 ,/2^ - ------- ---- 4 . $�2- . 1"2- - ­. , . ._­. - - t 1* . iAI_(wffpy� 'a ,/V ii I'(2- - _11 I -1. -"� -I- ,-, 06P I� V f� 'i 13" -, - 1 --4; p '/l I* SEE TAIEILE fi FOR MAX A.S.D. DI LOADS & VAX. PANE, LENGTHS WHEN SPX11I �n USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHIEVE 5 _ MAX. A.SZ 1AAXWU11 ANCHORS SPAI POP E-EY - AS SHOW ON SHEETS 6 & I AFftrAaf 1111w ms" To PI _T PFUMJK RA104C TAPCON LAG IALTEAI INELMAIT I PANELMATE 1 WOM OUSHING ; , r AZX- LL!�t-4 to-$ t I FDAALE 0 PLVS i O. IKU 1xi I.,,; - 11. 1 13, .I� In Imp) Tr - . 13 - j__ ,��_ 13- - - III - - - - , It (sur-OW) ___ - 6 "'r __ - . EL '12, 6 1/1* - ____ 6 v­ - - - 6 I"7- __ __ - - 0 cv) �__________ - - .�-_--_ __ - - ­ b 'JF,� I .... 7w sm - 6 V4 . 1, %/2. -11 t ,;2. 0, 6' - 3w rtap) ass 0 I ),. '. B. - - YIN (III IV 13* _0� _. 4 3_" 13- I ­ I I* - " Rev; I ��5, -4!6 13' I Ij- - 13- ,3. � __ ,3. " (w".) TIN .7!i. -n - ,I I'!- ,3- I 13' I - 10 - - .. (11 L�) - -----I-- ,3- . ! , � 13- � Y '_ , , /A. I . w"O.) - -- - --_�� 6 r/l' � - - - - - is l /­ -Il- I I 6 I /2' - --- 2V -(TOPS - - 1 6 �— - e I/.. . 12-'/2' I _ is ,/.- 2. '807.1 15--O' --- - __ 11 * " __ _- - __ 1. 5,1/2' ­ . - i - - -- - , __ - � .0 '. ,,"?- 8, i t , �w wl�j 11. - I . - - - - __ _o* - - I I. ,,,� --- - ­ � ,j7, - " (10PI 3 � - I]- - -- - ------ 3' I 3. i - ------- 'w - ! - SEE TABLE f I FOR MAX ASD DESIGN LOADS & W,X, PANEL LENGII W--N SPACER . Ii UI CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE it 6 A.S.D. OI LOAD wamw PAHM LENGTH 40 PSF OR LESS 6'-6' > AD PST TO 50 PSr V-2' 1 1 50 PSF TO 60 PSF 5,_ , 6 MAX, PANEL LENGTHS ARE ONLY vAL0 FOR INSIALLATIONS � W/ PANE! MATE FEM01ILf 10 OR PANEL MATE PLUS ANCHORS & W1 93 SPA"�&A`F,,Q t/2- O.C. i I 0 ,;k4 T , I ., . ;\ 0 � 9 �� . - - . ,� EN _ , .. FLORIDA BUILDING CODE (Hon High YeI"ity War,;ccrs Zono) z . "­i. Ik7w .c I 24 GAGE GAILVAKETED STEEL STORM PANEL 1 � A, = = - A_ ___cl_ s I L - - -_ - i III, ATE nF , , IILIECO..c "'-/It GLOBAL PROTECTION PRODUCTS, LLC.. .� " _ ­ - , oj� ) , . 1, �� " 1. . � � - - _j �� "_ T T� � I . 0q - � �, ",c .e - 1�1' " � � , , �� "----:.= � TXW III ENICNI cow_ ­ - . . ___1 ­ - �=_ � -1 .­u• ~ �. `I� � �w I 1"". _4 T0,)N�I� 1. IVA.AVI 20 -175 _� �0 , I. I , 4­ 00 rw- 7�WIT_ma - - -, ,,!-,',', � � �. I', �� __ rgotl-* wkiTp � It., * . � - I------- -.W-f — � ­­­­I:Fx-�� - I i- _H7- - �_ 11 t!i 4­m_-�_.t � f L-L-.11I �,�; T. ------. INSTALLATION DETAILS FOR LIFE SAFETY PANELrl) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,/.-. T4PI .Lfto 1(4,# lw(N EXISTING MURK "c"m ApIckc =11cmww)p 0 9* OG -COWRETE OR : j MNCAtlt OLMI:A 1 $ � cwuwcix1t kx(" prc j I . , t ! ; I '?) I _:L_ I i "I r .. . " - I . ___, __ v, wx 11 , {-D. I , .- ft 11 0 rx,S,'N%J. 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INSTALLATION DETAILS FORLIFESArETY PANE1___1 - . � - - - .— ___ - IN-10 WOOD ,STRUCTURES FPNA�'��VE AL12WaL_R=1&' I II -`­C�_IJI�' PAKL$ 1: �P Llf.E. ';,AfEJ,Y_PAK1 f , " " IkAal. H0,'NTtNL,. "I'- • I � "'I'. �"',," ,. - . . , - ­ __ - . - . I ­ � - � . L ­ ­ ­­ 1. � ­ - _­ ­� � !J�i 4416' "'-A 91,.­)!N', �-_"_�,- N, q yh Y- ­ ,� W, ­­­ Z­, I I T I I 1� , . " I �� I,'iT� 0� i", x i� I ____ --I'- - - I I Z4 rAC,,' UA;I --,I_ 570V PA4E, i - I � I - , ': ,.. � iI � c ,,,, , ` lii, ��__ - I, �' JI . L � ';`: - I : I i - - , . � � I A IS L FEE 0 I , - -1 .- GLOSAL P�OIDMGN PROLUCTS, LiC, I ­ "'7"' 1 . I - I . i , � L , , � . . 1 . - 2 - I-1111 - I - I ,,�, - -,' I . - "­­­,�`­ : P i !-­'-L7' ­11"!'�!' I - � I I I � I _4 -4--f a) � CD e-, cn -0 —cu > CD -I.., 0 2) c- ­­ 1 _0 2 a) 0_ = 2 cl) c:)_ o c �­0 Q- - . — 0)b -0-11 CD -4.- w a) :E:! CD -0 0-0-0 0 -= = 0 L_ —0 a) c = .0 E: — cu 0 Cu 4.- 0 cu > . 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A^.t4 = t i F 'fro f (L,.. ..r u rx, I. •, i w Y- t° _:r t I - �' ' ,1.__�-_-1-I ., .Y - L ... t 1' I. . 1 1 , '. i T t ' I t[ N r : r, _ v €.: .- JL L!_!_, 2i-.J1 LL_11a J. .-..-J-_LL .<.'_.f i` I__}.J_, _,1J I +--_' _ ".0 fin uA• _,., fir IA _ 7 «-L10' SE- .,I ' A< .. u-- o ,: , <; 4 3 a ii I :cE[ c ­ f71 h f.. 'iJRt'n., '; :A -, 'P.; EZI/18. EZtW/18 I TYPICAL ELEVATION FOR SERIES 2000 E--Z HANG STORM PANEL J.- SYSTEM (t) ALE, - _: Da Iv rrrE.PA,M i- 4n .not 'A - ,Tr>al %Fl 4: SECTION A —A I Aj1 _A -� i ifjttr' ,`�La'�' ✓„Q'A - FLORIDA BUILDING ODE Nor'. - - __ ;� SN C t Nip. V4:.1 y Hs, fiE Zank _ C. ,e, -_ _ '!A GAGE CALVAN:ZED STEEL SIORN PANE `,, _� = d � 1 L E G 0 ,P,E F, GLOBAL `LOBAL PROTECTION PROD!.lCTS. LLC �_, �j s, . r. _IT S a < 20 F 4 .a A '17, - �` - NtF -.. --_ k. ..-. q ENGINEERING EXPRESS" PRODUCT EVALUATIL3I4 REPORT September 15. e1X 200 Application Nunbei-T691 - R2 P 3 EX Project Nlrnoat 20.3154 w P Men ufer l) ncan S ers raL{UCt ufad A Arlro bust and Glass Manufacturer Addiess 1540 Donna Road West Pawn Basch. FL 3MO9 Product Name & Des"ption 249a Gatiarezed Steel Storm Plartafle Large flikefule impact Resistant Scope of Evaluation: This Product EVakwhon Repon Ws being Issued )n accordancce with Itre requirements of Whb Florida DepamTlelk of &us"B6 and Professional RaguBwon (Florida Stakking Cnr€sreswon) Rule Chapler 61 G20-3 005 F A C . Bit sutewde acceptance per fdi The produ-ct noted above has been tasted findior evaYriffed as summenzed herein to show compfance with the Florida Buildrig Code SaVanth Edition (2020) and W, for the purpose Fntondad, at leave agurvalatt m" required by Mna Code Re-evaluebon of this prDdud shelf be required following pertinent Florida Srakfin i Cade rhodifraabona or reYrawOni Substantiatfng Data: A PitQP1MT EvA11LA'p N DOQML= EA drawalg 4020.31543 filled'24ga Galvanized Steel Storm Panels (HVHZ S Non-HVN2), shaeLs 1-5 prepared bV Engineering Express. signed d seated by Frank Serinardo, P E. IN an Integra part of this Evaluation Report b TEST REPORTS H i nf� h been tested in accordance with TAS test standards i teal lh1 Offs static ShUCBA€a parl4NnNa as 2f32 De rapoAls) #T-ASG S d37 by BHackwaterTrsTestingInc Large missile impact resistance and cyclic loading performance has been hesltAl In accomiume with TAS 201 and TAS 203 test standards per last raport(s) OBT-ASG-17-001 by Mackwater Testing Inc STRUCTURAL ENGINEERING CALCULATIONS Structural engniermg calcutanons have been prepared which evailate the product blasac om Coinparatnre andror taaoftal anegHus to quality the totlLTMng design enteme:. T. Maxutva'ri Alw3wable Spans 2 NAnmwm AllowatAir Spans 3 Mnnwm Glass Separation 4 Anclux Spacing 160 SW 12'` AvEnot SUITI 106. Of ENf IFID 4EACH, rLOPFoA 31442 (954)354 0660 1 41166) 396-9999 Ti4m,DENGINEERiNCE2,itts S.cOX ENG:NEf Al NGE1PIifss COB 01, - 1� u, f-, f:r v , a - I _L- .rig _: %_ T - � A I i�, ,, ,F P __ ," A.: 1 , w,: " T tl'L" LE' -li- r: ,: .: -F vlr -" 1W . 6„i. L u S M of r , � r nC .t 4 I-- -, , .r M, r fix IA,b� ,, r s t .:M 1 II "'H - ! i• rTI Ir��-v� s. K -11 T%PG Y "`U' , Ni) , " r- IRYFro i -r r iFA ,: � / a i N. ,u I A r'F.. &C Y N4 �,aJZ II.Fs I I I S i"Pnf 3. wL �.0I I 'r M:: 11.1 ni `, I. p:"A.I.M:I.,A.."♦af., MH L Paine > ,)f , All lrnenean tiiiuni:rn and Ciidss - _4" Gal,anlaed Steel Storm I'li No 33% increase In a5 wrible stress has been used ril the design of this product Separation from glazing It nol requited tot wiStaliaborei outsk3e or wind zone 4 and essential kucihlrr = Impact Resistance. Large Impact Resestainco has Man den-Nreect as evidenced WaviorsM listed I pmmisI, and is un for n Fla not f t - raccounted o w n Lmgl anng design m Ytis product Mind Load Resistance This product has been deigned to resist ewrd loads as Indicated in the span schedulers) on the ro i" Produd Evaliabor Downs il ka e.. erngmeleing dfawing) Installation This product shelf be installed in stnd compf ance with Ih respectna Product Evaluabon Docorrtem Ir e engineering drawwlg). along wrlh air components noted thwamn Pmducl components shall be of the material spefTeed in that product s respecnwe Product Evaksatron Document (1 a Finglneving dt&NvW Limitations & Conditions of Use: ltai - - Use of this product shall be in strict accatdarice with the tes:pecwve Product Evalk aeon DocurTienl (I-e arlaneefing drawing) as noted herein Ali supportinghost es shot tot. ned nu resist aI Superimposed loads and shad be -f a m aural s1rLrEklf dasag s upar mtwxad a al Mated In this product's respective aixbor Schedule. Host'sliuctWe clYnditlons which are not accounted tot wn this product"s Easpecup anchor schedule shall be desVgned for on a she-speulic balers try a registefed protessionsf engaleat Ant components which Be pemmanert)y wnst lik d shall be protected against Vwlosion €:ontarninal on and othersuch damage at aE times This pfiYrULt has Man designed air use vaitHn and outside the Hmgn Valochy hilarrwana Zone WH"IVHiZ.s Respevfulh. S' +r��*­­ .E,ryv.. Franc, Hennardo. PF ENGINEERING EXPREW -IFlI"004WT941)I (eri \ dh 9W 160 SW 12" AvEkUf SC;TE 106, OEf RFwEln BEACH, F,C•PIDA )144 (954) 354-0160 11,8661 396 9999 TE..-_w ENGINEFRi sEX,Nf St'OM ENCTN (.:,iCE A,tS, r SP 1X art ,_, _ r. A.A,>LL -C"C""' 'i .r r / n� .TY I e I'a.,,Y J ,/ J `/ un ' i `/ LH,sy 1 ,... . -, .r l,.r _I Y` ` a -, )i , � y-t 5rt. J'1 2 A m IY.Y -' I k "rot, ",:,Ir.:P. a a E -f not. f�A r i - I _T__ k i -0 6 ­ _i�i A " '�w.�.�. I i '­ '�', r N I. - T - �l T Ii 1, I .' SPIV LM % - )J 11 'N L.:CR '� 6 vet" /� [.. "i- � I TL ,N CL - :F9f �� �t Al M1 '` x V � HI��:mai6,hNGR.+i1=M �Tt+m .-n m Y' A,.. , rL ,u1 T r, f HALL er .R ✓- _ - _. M....L- Ni AA t- I T yy a [ v M':Tf E 1 i V rt Ia .Ian Iv... : *,T..,_ r1 1 .n, 1. -1 I _ - His. IHI Y '.TF'- M 4 iif. Is : r `Ent -18 IF A f E r-U, - TI O. s .: vr.-L / -x �. I, -E t Y -'' izlE- 41 -3Lt 4' L 6 _ ha 1 F A - C YFS [ . till / / r `' . IF: / E--r r f i I,L -., tsl•r-L. ,K4r�'arY�* r. act \..,r_ 1 r 11 - .. Irr _..-._-_._-<�.. n(p r/UyYy Yam®JI'reN t105UR€e't4k* r-y r. Ie,Mcrinrrul ..M,r I. r',I 1 20-31543 1 IN-TALLATiON IDETA LS F __SE _20Q E Z__HANSz _ TQRM._FAri - a iNTQ POUF O�TE_., CON GR1._VaGI+ AN�WOO_..�,lIU j' C,MCRETr 3? - P :AF C 7'NCRi F ei�H Af$,'H'"P f5 19 =,,, KI'OrJ+Rt 1 1 j` )- _ ..f, �i k/ 'P Yu'f_. Ai - I'A - ICJ fir; 11 n. 'r `a,A[ R i P • -EA I-IEM:' 1rW'. A ANC140i+ a ea. 0 f - °€r. o - .y %i.v1_ nl, a w. 9 "Pi,]4 r& idi _-.._ . c.sr ' '__ L 4' I r4 - - , w- 1 C i tR '+ M i [ 1 I I x L,. wit a ei,5 �..5 P%-- ,%'6'. I ,tins" fi .;7- lit iNt 0 , i - fly art& -`aM:. M t - , 1 . : T €,. 1 I.„. Lb Sfw1 D IF-) CLA:iS � , 5 `Cfi i Lt 14li ww" ""-°sI FAMA1 H,1fr -_ 1 i n,ih t -ZAiMA,w t.lAz..;, D r � A_,J.,ti i_ LLASS .,,N IC ciJt'.i.E.': II : -- RVET ' Pry::: { rF '� N I � f w In 1 .,.b a f 'r .. F _.. IP" ' R .I , r M r 6,� i 3 L ATxMA ""rkP 1�fA1mI.:.YM r• fh I TAhs^I -I L AUY�i'r'1, II S R-'�.'s•.Fj'4 vsx.'•• 9 r I E - „ 11 i- A u , I I 1 V -zL AH4am,iP{-r ( N 1i11, N+. ,. 5) ll_As:mI a NA, C, , ,. Ct,r.SS ! 1 IW I Ale- w ` 1 E .-x.l {,i- Rryy `F1L I 9DR � Bsicpfw it - I R _ - ' II P .. I I ; -. E � i I Y. - I , e C, i 1 ;;y - wx . _ 1 . l - 4 W fir. .'A"P 'AN,:',:�:', I:',nrSlRrr,, l000r,:: .: '.".." ►,r',: o '� rN;'II'f7l OR rvN :RESE P[.G:Y.. . Rl Gt. wlf_-: Hi UI IFF L VAL L NAQUblT1N@ WALL h1a�NTING SECTION EZ f ALTERNATIVE EZ 1 W gtF -,._t SCAi.E 3/B=i- NOTES .11, FAI.E i:( 1 IN TA ,A":'NI AR: CN_r :`im WA, A L ,'iTql I .A'.' -• • - 1 RATINGPRISSLRIE F uA-, r PANEL ENGIr 1 1.. FILP 4Ew' R•Q Puce - u[V8_-Pr`- io RE CI mi' -•r- w _ L"i"IC C,ENC.Irr of D.,: 4a Cv.,s,-. 11*",,,­� .... i ....... I , , , r"LC+&IDA Or-ILDI, COC'E (Nan HIgH Valoury Hw*¢aHe 20- r..., ... ' * _ aA GAGE GALVANtlED STEEL STCgAI RAIiEI s- c, ,'<x. - '`"!`��F- 71- 1 O GLLOBAL PROTECTION PRODUCTS, LLC.' r .. fS {r4 _, � INc '� 4 ,yr�_ rti MG A --ft.- COk T' j I1=rig", I11'1.Tti Ica :.`5 � - �'--- �� n l .a ']j""�'�' r'Pt 'kKY'Y < fix' 1 4'�, P . ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ ) ( ____ I -'-"-'fpp;,�, 1G�FANeL N) 11 YLlryr (CONN yF -�, T. T '.. 5 'TS Ali F- -"} 'Rl",NA. r Jr; °,[Ail I _'--- ITS WITH 'aVr.'„h" CRC L FW YYfNCiNU .TEhf1" " fiF,'SRLa:S iv NEr cw.rA If ;r:': 11" - "°� Ail t'J1114 SWiN'4"-f;, J2 {x � Z ri-AN HIL:r !zuj u a z !- PI I I I -,� I • It >� Y : I\ It' 5C T4'N MCAINF I (_ J N Y tCvN PE AS � I fiFC'Di A -- G 3' l FAP EEA .,�.>. '' a "O"TOM� 1TTYPICAL V ER1CAL MOUNT ELEV ArIO°N Iii,jj T CE1EtF4f-1N TOF .WNT (i:Cei PPE-` ", A--- RE rz'O] , rSPA I Aii,F I I'llikle--T',I 60TTOM 4r. M W - (ONN T7MJ f2 A REOLI); vi 7 I I..CS-if +'.-'. wGUHT y� r_T diN _) -i L I� -. I r � A�.1�t �:a,+J M rL kS PE,) e:, izr 11 Ar I :. EETAU.. Ord) FtrBEIMOI 1+EP AS RfOU,EE Ili-, LY 'D SafTC,n a'[IED THAT CCNNFr ICwt3 ANC 81"LT5 4v1TH WiLSHFR.Ef1 9 Cf�, 49RE v-4EU INHr H;,R I'[a:"rY yJl NS:W I FASTI NEO 10 aCdny ABC.'^dF a PFL'.a.; C:Bn7RR'tiTlr„rt :JVt"fili F'r' a GSPAN PUS. --__ APPRCH''TLRtEFlPAA41aE'Lf' VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NT,y f`E,AT.' 1 Tmiw:\`,`�:11 ALLOWABLE PANEL SPAN & GLASS F N , S k LF i Inn' P HFl cT iEH 'r, T : r.ErF P F 1A I k hi A a;t Ise -1 ANiF- Ery rr FI'],IIE I C P'AFIFFf r Pt: o. Ftl tl kL Ar FS TF-A fALT„ NE A Tdt IlF.51 rA Ii 4-5 k F'A / AI -^ f aFl. S E f 1 L f IV ll r't {« -- S i tl M L l 1 Y„ J H I Itl M -. J I E .BT _ 1 f r dI 4 ST Id1n FI AEI '�} r: f IPAl r::yNA r fi d- I T .^t rYE f WE S {, [ #m � IE f AIL Aa0 a FA,,1;P5 NCL IPS HLlLf III: CIH [ T6JN.). L r,EAR Irlt_.k ArICAi rf EF _� =S R f ':-aa E. I[x FR'.I ,k III k HL r, 1,"'P,.'Tts r,k4 �. tt u:IJ,.-F { F { _ _ LE 1-111E L LON 4 G EPA4 i H -F d MG 2f A Tf-1F'; -!I""- E Lf E h,'GE € - ,i, EF It h. II(1• P 1 i S- - J 11E t 11,1EP I Lr h 1 [Y _.' fTr 3, ILE f ,11E r oLr F „i.E = sit- I TEE. IN + , v lle, '._:4f s ,,16 •IEL •:.a - Aa r!OM 1 E F-{} IS :II,! rE - - kit A..j11t,n 5FPAl A• C.CIITr { IYM, _TeJo1"! 7 XF�AE, 1 �a., iR.11r1 EQPIANYn rE iE Z,- 11- SAE' L4 MAXIMUM ALLOWABLE ', ''_- "�," DESIGN PRESSURES: x 1"" `M A NOTED -N DE51.�.N DESIGN NOTES: SI EI"E`__ o, Pos Inve AND NEGATIVE DESIGN PRESSURES CAELULA', AD IN w M _ a FOR USE WrM THIS SYSTEM SHALL BE DETMION-ED F'EP P ARAIE {W A r:ORLIRE E NTPH TFE MY GOVERNINGCODE. Irla OU HURRAH E RE bAsa 7 A ETINIE !Er E 104 A 6ETERNINfB IW ACCORDANCE Y1tTF4 A:SCE 7 .t10 CHA.-TEA D B ...AN E OA E £ rE�-• ISM � THE ETHE E,r GA - r:,'e. O . IN vS 11 TINE R VE D EEppUAL TO THE POVALU E Oft. 4110 TE'U'F. FOAL TP VALUES U5b"ECJ HEkEIN F:3TL AN,- P5E,kI4 RP'AS aE _, I Alt.SEFrAI.v AS SNOlNh SHOWN f GENERAL NOTES: , ;p v-. ,� r,le5 SPECA AnON XA, BEEN DFi1GN®AND SHALL O€ F, gt:l[A'FFD not m >m IN - KCOKDANCE wRH THE REQVIRFMEIi75 OF rift FtCREMOUi,PMG CODE a W TlY EDITION 12 : R US IIAt AAO UTS or ',EVEZ CED) F'p E GE O L THE ASZOI, .Tf 2 OIiO 303 TF5 PROTOCOLS R"4 iAlAt"-ffiR 3 LL xtIVEYTTGAiF a O 40 3}I:3% INCREASE IN ALLMIABLE i-RESS HAii aEfar LA*D IN TMl DF_STGIN OF THIS SYSTEM. rW AN MTTEf. T(E NGTNEE P Of RECORD RJR T PROIS T SUPEPSTRUcTURE WITH WHICH THIS DESIGN f5 USED SHFa1 W RESPOTISIRL[ f� - Fla THE INTT.GRIn Cr ALL SIJPPORT'NG SURWE; T 1`T ->VSI rt WHICH 0 SMAIE RE COONSII NATEO BY THE PERFIETr AG C€A'AW'Ok 'r. AR-1 sr I'SPe: I11C I5",,EG k-•MrtF - 5iMA L OF RffQQ IPEG Ira TO ORDCR ONIATE ROM LOA6a, tc2i-TTG( DR SPAYS CONTA ce C NTAr: TM ' r R FOR A l P A rP A M E3rE IN. O .T If EM GI ifE L F fir TE Ail '..4.CLIl T7c M5 A_ at 1 HA" ee RKiUIPfD Uj @ GlTA4CG HCR^_1 . to A 1:71! - 1,Nti CIOC' NOT PRf?V1nC TMC iu. FOR 111PORNAr•dN ROR A 5PCGIFTC SITE. fVP SITE COI1 DTrfCr'b5 Off,:ERPHT f�ON (L ¢$F� 2 fy}, A Q JA THE:ONQrMON5 PCIA:LEO HEP.EIM. A LACEN.ED ENGINEER QP R "IEgEO -KMITe_TSHALLek P-PAYF Q n S+ECIFIC '.%C' FkT_FCA eJSE fH a'i e ¢ € LjCAJV%MUM WITY, THIS DOCW [NT G, DES[GM 5 HEREINFRE DASEt ON riL'iaM IM Tf5-This � .�. I �j q N 3 1.5'E:. Y)KOPRESSURE PRES.}URS OlYIMD BY A ],S SAPEi'r FM.TC^Rj T ALL RASTLINERb Tf 9E 1C'6 Ok GkGe7Eli SAC &P€ S 3 IMIN a frOMD enfRN#5E i :: TU y CItHEPd E5E. fASYYNWER95H 4L R E C40MiLM-P WTEO OR ro"05ION•RE,ISTART' MRTEP"LAL COMPLY S;`TH FfGIPfl;:4T1CN5 � y1 'i .AMOSHALL MR ALVNnIUM STRUC"nmRES'SfcnOH 13 BY Tre AwHIM13M ASSO=ATTON. - t tk -N 4ANy APPU�AaLf FEDERAL, STATE, Arir OAF _O L iiLM4 e AU, STORM PAMPA& SMALL It 24GA SrefL O Wil' LLL.iii < O t 'N T094 PANr LS Snotµ coal FOPl4 TO ASTM 4R 8 STN-L UMALQU,•LI'I-T 6TEEL GSDu. VAN 1ZE0 CGATTI1G WITMA AGWIMLM FYM&1 A L I11 1D AE ALVMMUNEAIRV$,IONSSHA"V. 6,7N3T6AWMINUM µICY, "� NNLFSS NOTED O1HFRI'n l l Ta a ffQTiOM: DETAILS SMCI`1 run eC NT RC ANGER A5 YT1_ aQ Cr; f WTIONS DICTATE. PANELS BAY DE M(>.MTM NERTTC-ALLY Oil _J HOPQDNTNII AS APPILICAa[E. _Z s.ONCRfiT6 ANCMO'ns WTtD 4P Eth .HALL kE EkR�PEO i Jot T r fP HCr CRACItAE LS REC'TF u'NO IONS. Al,' CO3aCkF EtN MOR54 :3 i, YT P i.F VAf RS .EfrAM,ENGTt,.NS �3. nr C R R PG TJ[:a5 E V Cr0 IS rrs rfBlei.E JUTE "' Pa.-rfL:.1 � ey{tlr (�lfENREItSFROMOI551M[IAAHInHiUU...TOPREVEN LI EL.fTkixK6 TI Der AcI Bi6IiLf SE T[ A S . AFFIFS .Slit _ii,LI i 5PK .9 -I CO ,1T , I O I. 4I DNLi USE Oi T iYK[`i,Sn, .. T. u-,!!! 1.,NCtMNi Sq AP EA -,'- CLEGAI S Mkf HAPYILESSTHIS9+GESEII IAG AL:M BT■J" {S I FUff&RIIOIn6hIEyl.TEr AAPYELUT FEE=ILEMOt,GF4{rMiss60:. ER EC T-L rNC,M 54 C' flld. `vl,;ICATI4h; $r' A, R-f- i! I e FC�/i STIONST FOR C I Gis n IS e_ALLIC• FOR 6Y LOCAL iTAiE A FEC�r - r_�_ A SH4 . N,A OHS Of TH25 PLAN OM n I @ 15 E E1 UC®T AS P%DRGSLY OftOU:efn HETiEtYa NY-t+^'3}r:,:L CEPTT PIT ATIGHSOP1M`lMMAIIQH5AR€iXT€NCFS, II IE, 4,TlRAT14NS AISDITTONS uR FS"H F®.-IO" F.q TNFS-11F ll, �cQ[ sI I 1! 4PE NOT PePMITTen Alit: FIN-10,4Tr i.:_Z TSPI- kT II 17 PANE L.15HALLBEPERMMENT' LABELLID T'HAMiNIIiif1,,„Ise, { rl wI�I F {Ct'I e I e'E"P £v,R, 3 U ,tF r ig TAini, THE f4 (,''rI Na INTGP"7FOe- - I! I ALL AME93f AN SHIM ERN AND CLA5S Ij We,T PALM BEACH, FL e TA..U] rA !: aTA5.0 n'1R10 PR1'CM I 1110VALN NBPP ,J . ....._._-�._�,...,,,.- - -- „:m"..::, _� , I r,,eigBir HLN %NlBoK 20-31543 .- _.._-�_ __,. .,, ..,... _.__� - .-) VISIT TIC -- IOJSlf543 I'll o-I e IT ".-' f� I I Mer aiblE9brAi'RPRf6Ti WIMrSfr.E ,r, ' eMa R•Mt ATrYAteRtllr-M �3 M!NTUIUM ALLOWABLE SPAN SCHEDULE , J _PTIONAL INTERIOR_ EAST,- 41W, f1EiA&____- N.! S TOP MOUNT 4 kIq n a , -p¢A aj i €- v i g" i; .3- 1 S _ i' t- _ . 15 + J - S 1 'F' ' 'J I Y T r :iT ' 'S 5 .. u 3t ,O' sl 79 ?O iU•- { fie S r 53- 45 a a _� r' s _ T{, v. '.-1'- -1 - e,=' I .e l-- C r r y_.... - W . f• _ .- [_-��!-.__-�Vl�-!� Y n i " A F _ - a K } B 3C 4�.. Y' C ry q Y WM TA Y t _ d�ti q 1. Djq-J. q&'mItz 3�0 'a u u s ..a x. `g s >A a' cS. a W w w f ci L:=J r I u . , ,I Y I .,:, ,:", � va - ., - . n` ,Z.. P Ln T � u U.1. A� r 0 4: q I c 1Z Y i-re 6� En 3 a a=" g `a u ` Igo - :. - - ,.... 3 C AF,.MFF, `, i Q 1 :✓ i art ^. " tj e i lE --I'- .. - 4, Y i P I g rr 5lfde T;i I i I. - I ' L '� P GF 1c IF §Inn rz / ;44 r�#(-L -< f - H-.€T i ��,�_,L- a 20 31543 (q)IQPTIONAL EGRESS PANEL DETAIL w :.1 @N1f:FW11)v Fh",57E.NINia ...,.,..- k/� s T, -_, _ _ I. 1 I T- u yy F t y ,, _' v w _ w...: , r... - __ ,t.� ,.: 1. ..... c-_-..__�-. it .. if ^a'«, _ r_ h >.1 N 'H f I, ' I t I t � i ,: L.I., .,.-. ._- ..- r i:1r 1 f x �a4 e � 1Z1` °I rr4 > " r. Ili Ii Wig ,".. Iyy.."'.,l. )fmF_1,.. a 1"L, ,.,d,. ::I ily,„r,,, �1,,,..:.... HR fir :SP"'- W&iuSIr.L.,, attic+ P -,..r- ;..,,^'.WI ,.. �,- 3_,., Tl:AI--Lr .ry ,.,1 w _. --. f of ff # NAY L_..__ � .". - ,:,�__'.7­ -- --- - __ __: 12 _ � _ � . I 4 , r il� �" j lj .. - .. - -- - -T� - - n.T'. ♦t,,R�f._._ c.y _ '€s�=7 � AtF-- �I - aV _ -- e-_: ,.. I, s K I a - , a b t , Fir ai r "" In k A ' " n 1' I ,4a. ,,,...:. It . ,, , cf A LU r. a _ -----_ ,} - _1 J I I -._ J / Q / - _ - , �.. I I-_ - - - _ - - - - - - p a _� Al,' 1 7 !. _ Ail` 1,: / Y� _ - _ - -. _ off_ +. a l_ ..,.,.aF: _ e _ t { � �J;e 4L ,'L. - - �,. G. 1 I A l r i -- --...,-- :::. , t b ev - a; R L�„ 9 a r,*s 21tl r. A A ,;,E_ ANCH(, P '' PN:t,:Ir'JG :'t, HEDULE: a --a 0 a) L � (U � �N -a N � U O C -0 O a) Q 0 C Ca -a o- .� 0 - Cn CD 0 0 � � C L_ 0 CU 0 CU 0 > .� 00_ , F cn O cu 8_ - Cn Virtual Review Plans Review cu assist, Inc, „hr `ice with the 10 and app e 0 FBC 7t drier n ( r PX2300 . A ?5Z _ �h _ _ _ .� __ ..- _ 3/4- M1GF WSTANC:f �.... -_.__ .: , _q r I 'ARc'rfHh .Ar kei3Ua It c9ifij_TTfi COeN TTPE _- Omh"_r _s ,1;7~T 1q}q-Li [///alflf'`J TYPE __ __ nPSF; = - - t•; rr f yyH AP./`J 1q q 2 .46 U ii / ? k S i -' - Ia -_ .4t1t9T► - rc i1 1- - nC S' x h La c - ;° Y F5r 4 —a) C __ __- _ - _ % W - Iha is L`. n 1` 1"li�C //�J - - 'I - ip E r , . C .1 A 4r -S" k: ti' 1 i : r • °zWci.'4'tt4.L .1.I1.uT- F II b ^' L1 t' I 11 11 i ?r� Vr r r. C, e" -...-. Ft,a I w r: tI y A�11y7sd,_ If 1 1 __ ; 'As' 4 I I!1. T ate: # C 3_ , �� O ,: - -- , - r-i It - T a - - - _G G Uj O I w ANCHDP NOTES: iiD = i ` 1 A, < Q x 2 > . }+ 1 1..-'. M i R j 9.' / 1 a rn L I , . 1; "" ­,, ­­'­ - � ­ __ . ; Iw- � - _ .� L--� � a) =3 r y - - F' y F . -1 : 1 M: r H p 3 _ I 1 h':. .5 `: i f F r :a yr O 11 .. If � 1 '1' t:^:r ,^ r f I I "Ir ] 'I- 14. I,: . ,M t', } 1 -FT 'FIT" 'Q Y. , . r F • q.:'':. t , , I r c- Y , r fr € :t.' : `4 , , ::::' : i -f l" I , I . "' :I�:I:.: n W r r „ 1 °<r F :E r ..... r « rl is A +ilea a[� i Im I, -I.a r-f Y C lill,,, ! ' E 4 4: I 3' :Rw Y_ f F AR. E {,^ f0a) [{ ( Yle - C Pr l:ti .-va _:P4P F �1'N F I 4.:.; �. jr`r-waI I `I/) f'.r r r,-. ! r - r I ,.'r.T::if , t,1 " cu ... 2j- NE - r - I' r*2EEI4 3 "i r ^!c iIy n " 4 ��_ -. .., IF 7 - ;r F .. = TO"M,tiXSIR MPI LL1 ,,.[L,:, .:. ,,r ` Ft Via. LI .-. F 20-31543 'M Id �,' - f _, 11'f. P. i r. •c _ _ T..=R F Z k I , a ;,,Ir -'P.I[ 'FIr I•,' -1 .,_r:" rot;l it -'.II 1'.:: -.:. 1 �M Q J _ a SHEET NO. SH 105 11111111111111 I � j �ji it III I I i I I 1 FOLD UP WEATHER RESISTIVE BARRIER & BARRIER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE _ BARRIER E DOOR ROUGH OPENING WEATHER [� RESISITIVE 1 BARRIER - SLOPE 0.3 in : 12.0 in R703.1 Genera. F ei io, v.:� #s sha 'provide the bLI citng ;with a v,,eather--resls:ant exterior �^call envelope The exterior wa#1 envelope shall _ � 0 0 > U ..VY TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 314%1" BEAD OF CONSTR ` (0.6 cm : 30.5 cm) include flashingjs ._, ._ :best it Section R703 •S. ` LO . 3 J SHEATHING BY LAPPING DOWN -t ADHESIVE To 6E APPLIED UNDER '. SELF -ADHERED FLASHING O Q O OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY s IN RETURN UP s.. USE LIC�t31D R703.1.1 Water "The be designed S_ CL JAMB EXTERIOR I e Isla°Ice exterior wall envelope s,,all and constructed In a manner that prevents the accumulation of water � cu -O 2 NAIL BRAND OR EQUAL WEATHER 3 PROOF CAULKING CEMT. FIN. � � � „ water-resistant � within the wall ass i,. i by providing a ��rater-resistant rArrier behind the exterior cladding as required by Section R703.2 and a means of � '� U ate-• (n N WEATHER RESISITIVE a - SELF -ADHERED FLASHING BUILDING PAPER draining to the E r.tc l �r ';^. ater that penetrates the exterior lac Ing. A3 O � 2- BARRIER SEAL lops of a0I5Ts UNDER DECKING > WIRE LATH ..`"' "' R703.2 Water -rest .: 'rc :�arrler One layer of No, 1 asphalt felt, free from holes and breaks. complying^rith ASTM 1226 for Type 'felt or other 0 SUBFLOOR (sEE DETAIL wPo7) approved water If'sStivE barrier shall be a �l,ed over studs or sheathin of a'I exterior walls No. 15 asphalt felt shall be applied horizontally,O PP pi LL. SELF -ADHERED FLASHINGed -. ...' with the u I a �t:r over t he 1o�.tier layer riot less than �-. Inches.g here Points Occur, felt shad be lapped not less than 6 inches. Othe ppe '. ylapped y .0 +-+ O ,rt accordance ties the '.nrat approved materials shall be Instal er-resistive barrier manufacturer's installation instructions. The No 15 asphalt cl) O > HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST felt or other appro ed '.%ater-resistrve barrier neater al shall be continuous to the top of walls and terminates; at penetrations and building '- U 0 1. Cut, toll up & temporarily secure weather resistive barrier above header to allow for { appendages it-, a n antler to meet the requirements of the exterior wall envelope as described in Section R703.1 ._. Cl) O O.. THESE DETAILS ARE GENERIC AND flashin installation g Q MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier + R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and. where applied over wood -based - USED. 3. Fold weather resistive barrier back over head 2 (� 2 � sheathing, shall Include a uvater-resistive vapor-pere barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers installed layer flashing ,BE flashing and seal with tape .�.�� shall be . independently SUCK that each provides a separate continuous lane and an installed in Y p y Y p P P Y g� accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ` Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW WPO 1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A J� / *� Y V PO,G SELF -ADHERED FLASHING CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER P Exception: '�:,.rher'e the water -resistive barrier that is applied over wood -based sheathing has a Water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater=absorbing layer or designed drainage space ExTFRrort SHEATHING - MECHANINEEDED IN FASTEN IF CORNERS RUBBERIZED RUBBERIZED ASPHALT ADHESIVE 3!8' CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTERIOR SHEATHING . 3i4'°-1" BEAD OF CONSTR. /" INSTALL SELF-ADHERECi ADHESIVETHROUGH rUNDER � RESHOLU OF DOOR RETURN � FLASHING. S ES � HEAD UP JAMBE". USE LIQUID NAIL BRANCH FLANGED WINDOW OR EQUAL WEATHER PROOF cAUt.KIrlo •/� � (seEDeTAI: wRO I, ASPHALT ADHESIVE SELF -ADHERED FLASHING _ SELF ADHERED FLASHING. .� � � � 6 R703.4 Flashing. r I1-I, rotied metal vin flashing ef•adheed�n�iert' brands and mechanical{ attached fli~c lisle hash g t•-p g' y l g y j - ,rtg Shall be applied shingle -fashion O accordance with t manufacturer'sinstructions et2 flas rig shall be corrosion resistant iu d applied membranes used as flashing shah be applied irl accordance with the manufacturer's instructions All flashing shall be applied in a manner to prevent the EXTREME �,:,� T �. , REFER TO TECHNICAL / SCORED .........- entry of Water Into the mor c711 Cavity or penetration Of ',"��''ater to the budding structural framing components. WINDOW FASTENER `+. e + -• -' 1) SEALANT AT `'. LETTER ON CHEMICAL COMPATIBILITY _ SELF -ADHERED FLASHING ° - ~" ` . ° ° SELF -ADHERED F W H c'�IG. RELEASE PAPER t et FaRe FOLcrrc scot;E RELEASE PAPER TO EXPOSE Self -adhered tnemb: anes Used as flashing shall comply .vith AA%4A 711. All exterior fenestration products shall be sealed at the juncture with i ; t P:IA HOB , the building wall 'r :, a sealant complying with AAMA � or- ASTia1 C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT •, "R' WINDOW BUCK TO •� :� s EXTEND A MINr�I LM6' AOH€iESIVE As Stecwr�a contraction, ASTla.1C1281, AAMA 812. other standard appropriate for the type Fluid . ti OUTSIDE EDGE OF • '' °' `.'° t -.... .w VERTICALLY Fr�iOM or approved as of sealant. -applied membranes used as p yp pp MASONRY WINDOW BUCK :'.� .'..;`� ._ 2) SEALANT JOINT x.;; • x ° .�:A. - ;? ° ° / BOTTOM OF THRESHOLD flashing in exterior :.alis shall comply with AAMA 714 The fiashing shall extend to the surface of the exterior wall finish Approved flashings shall be installed at he following ocat,ons. 5) SEALANT FROM :' • 4 r ' INSIDE EDGE OF z a WINDOW FRAME ; ,•° WINDOW BUCK ACROSS AND EXTEND TO WINDOW FRAME r ° . �`, ° SECTION -A (SEE DETAIL wP02) r ✓ � ' � p g'" - ° � t 1.1.Exte,ir r .':endow and door open s Flashingat exterior window and door openings shall extend to the surface o the exterior wall MASONRY ATTACHED PER CODE - ° SELF -ADHERED FLASHING ° G finish or to :tie .rater -resistive barrier complying with Section 703 2 `or subsequent drainage Mechanically attached flexible flashings shall compl", ""<.n'itll AAMA 712 Flashing at exterior :vindo�v and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING ° ° •' "' i for laws n g : CLADDING AND WINDOW _ SELF FLASHING ' it I �' J` 1.1 The fenestration manufacturer's installation and flashing Instructions, or forapplications not addressed in the fenestration g FRAME 3} SEALANT WINDOW FRAME T WINDOW BUCK ALL. THE WAY + • :se•. NAILING FLANGE �; • 1 -ADHERED � 4 manufacturer's Instructions. in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AnOUND, INCLUDING SILL. z 2 DO NOT FLASH OVER � - SEAL TOPS OF JOISTS �• UNDER DECKING _1 t not pi civi-, e .), pan flashing shall be installed at the sill of exteriorwindow and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wail finish or to the water resistive barrier for subsequent p q BOTTOM NAILING, 8 (SEE DETAIL. WP07) 47 dralrage Openings Using pan flashing shall incorporate flashing or protection at the head and sides FLANGE 1.2 1.2. In accordance 'A,ith the flashing design or rnettod of a registered design professional. 1.3 1.3. in ar`corriar�cr= ,v+ th other approved methods pp cis. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW �/�/[�O� `/ r SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �/�/PO� SELF -ADHERED FLASHING INSIDE CORNER W �ilO� ' ,� 1 1.4 In accordance ""., ti Fl` A.AAMA 100. FPOA.` AAHA 200. FMAr`WDN1A 250, FMAiAAI/lA.' WDMA 300 or F#�tA,'AAMA;WDMA 400. FENESTRATION INSTALLATION AND INTERFACE �/ Y Y 2.2.At the intersection of chimneys or other r,;asanr'y construction with frame or stucco wails, with projecting lips on both sides under stucco ccprngs ` Ground 3.3.Uncier and at the ends of masonry, wood or metal copings and sills. 4.4.Continu:;usly above all projecting wood trim. SHEATHING s x assembly exterior Porches, decks orstairs attach to a wall or floor a_sembly of wood -frame construction. 6.6.At wall and roof Intersections. � Water Resistant Barrier 7.7.At built-in utters g JAMB, SILL AND HEAD DETAIL APPROVED HOLISE RAP APPROVED HOUSEWRAP •�-�-- SELF -ADHERED FLASHING PATCH Lath Lath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ° STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 314" CEMENT PLASTER a •- 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE / < ° n °° f a •- A- DOUBLE 3 2 e o < .4 / u ,(erlt+�nt L'I�ilster -Vr SEALANT SOCKET WITH "� JOIST ° � "' TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING _ SELF -ADHERED FLASHING ( Foundatlon Wain. < - n �sr-cord-lnt_e with --_---- .- -_ _--___. /!g" Cement Plaster �T"v1C 91E� in accordance with 4 ` AS>MC9?6 .0 • _ Felt backed rrwtak lat o r f.C: _�._..-.._.._......- Felt backed met # I i a �r "tailc,e i 9 ea': SELF -ADHERED SELF -ADHERED 3" MIN / l 4 "�vitll !1S 1 Fv1C 1063 r - } lathe in accordance \ ' J `, ASTMC1063 FLASHING FLASHING 20 _ ,- I with ., t r r .. _ T �• ` ,. budding x r ,... Building r r'1(�" Q rx- 1d rig Paper r r '_ -- 7%16' O-S B. t,ting� ill t CIO SOS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING DECK WP07 SELF -ADHERED FLASHING OUTSIDE.. CORNER WP08 FOUNDATION WEEP SCREED WP09 �. f ivetf �4 ' _ y. sIlE�athia�c) EXTRUDED SHOULDER JOIST - L � Wee:• 5t�rt.ird CIO SELF -ADHERED FLASHING 2x FRAMEWALL ...- �, Ir s Vital A, Per --_. #v1�,Irlufcict SI_}c.rs I -� E PRODUCTS DETAILS TILEFINISH—-__ `' STRIP OF sAF LEGEND oSELF ADHERED FLASHING ( A) -o --DRAINAGE PLANE WRB E P1 tlrltain '" j -j Stampede or similar t utto» c>' f ... CBUk bOttOf71 i A`) 11/ F- tit DRAINAGE PLANE (Dim) WEATHER RESISTANT DRAINAGER .. �..._, v ��IE �s("I'Petl - ' , 9 ,.` joint OrI&y WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO � 1/2" DUROCK BOND BREAK WEATHER RESISTANT BARRIER- -_- iBorID BREAK wRe /° SELF FURRING (SF) LATH - �ti /'� I 1 1" to 2" i ` _ ,. _- _ _ Weep Screed :�tx,ve 17oci, I L � co PER THE FBC RESIDENTIAL 7TH EDITION {2020) a PLASTER ACCESSORY 'OSB`. Slleali:;licj nstalled As Pet - _ 1'-4" PER PLAN 3F LATH SHEATHING. PLYWOOD. DENSGLASS - '- Manufact. Specs. r Alt > Detail Instructions Refer to the number marked as in each detail that corresponds to the p t " 1-0 PER PLAN , v WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF it ` Cement P Itit '' ! I ' • -- 1,`2" Cementitious ii Decorative Finish O numbered Items in the list of Instructions below: ;1 FLANGE AS AN AIR ' BARRIER in accor& Ii F : • ,� � ' f& with ASTI,1( `i - c;+- - All inside and / . 1. Install self -adhered flashingin order as shown b numbers Y SLOPE / 3-1r2` INCH FLANGE - � over wood 7n,? ; ,' _�-_� - _..�__ I -' 00tside caner win }� Q 2. Install flashing and weather resistive barrier to form water shedding g 9 8 CMU .. -, . � > �• -`y, ; floor . � . � �e �,, . , i E � �� ` deed to be rTliter - .I laps 3. Self flashing be for building « ,� ---- _ -` ' +� 4 OR 8 CMU (PER SEAT DEPTH) _ - �\/�/� , ,E _ I, , _ 11 I rut and caulked all ~ x butt joints need to !_ -adhered can substituted paper __ z z �/ STRUCTURAL FRAMING F Ii �•�C, ,, becaulked 4. Split the release paper using the ripcord (Split release on demand, a FILL WITH GROUT - ii I 1 ;#� I I J c TRUCTURAL SHEATHING - i°•�• using = `-tampecte or c embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts . # `< LL! = ' '.A CL W a THIS GAP Is A RESULT of \ PLASTER STOP -' E THIS GAP SHRINKAGE. STRIP OF SAF .,ir». , I ri I I ! �: .;. ' caulk for all 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" --_ .� _ �, < ' �? v -- CONTINUOUS BACKERDO NOT SEAL DRAINAGE PLANE vrRB ROD & SEALANT �� DRIP SCREED PLASTIC �■ Minimum) ."` ° SLOPED MUD BED- -- _ W ACCESSORY I BOND BREAK WRB ; M R 2 t i J 'W C/3 6. Fold as shown by arrows - a w SF LATH - r , ICU 7. Angle of comer may va adjust folding of the flashing accordin I to Y vary, 1 9 9 accordingly - � °.: � l II _. �= � � _ _. - - __ __ _ .■�■IIIJ fit tight to comer 9 ___ ' � VINYL SHOWER PAN-� -_ -' 4 a a A 1 lI 1. ; . Note. Plans Review iew Assist, Inc. Wco $. Mechanically fasten as necessary ---_ SLOPE _ : --- i t land pp e L ,:' The building paper' and tfirt@91p% a rov 1 installed over the to of the w 20 FBC 7th Ed p �r�f1 W --- �...f:. �, Klahr PX2300 Q 4 - PLASTER STOP � ,tStt, � 1� gcnNTINITt�Lrs BACKER Rr3D A 1 y f li a 1 l o t. I block � Z 4 4 L SEALANT r 11 t5t tl,�()i � � � _-------.--_---.--_-- -_------------_-._-- 1 Z CEMENTITIOUS FINISH t .l I i Q SHEET NO. SHOWER SEAT WP11 SOFFIT/CANTILEVER WP10 WEEP SCREED DETAIL -1 WP1 SCAT F. NOT TO 5(.At E no I